![657
14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and
fixing the same with necessary clamps, nuts and bolts/welding and erection etc.
complete.
14.22.1 Wheel 50 mm dia. and below.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 wheels of 40 mm dia.
Materials to be dismentled
Weight of 10 wheels
10x[3.14x{(4/2)x(4/2)}x4]x7.850/1000 =
3.94 kg
Weight of 10 nos clamps 6 mm thick =10xlength
of clamp =10x0.17m @ 1.90kg/m = 3.23
kg
Weight of 10 nos 10 mm dia. Bolts, 10 cm
long 10x0.10m = lm @ 0.60 kg/m = 0.60 kg
Total = 7.70 kg say 8 kg
Labour for dismantling:
0103 Blacksmith 2nd class Day 0.01 141.60 1.42
0100 Bandhani Day 0.01 138.45 1.38
0114 Beldar Day 0.02 135.25 2.70
9999 Sundries L.S. 0.39 1.00 0.39
Renewing the wheels with clamps :-
MATERIALS
7442 10 nos wheels 40 mm dia. 40 mm wide each 10.00 52.00 520.00
10 nos clamps out of M.S. flat 40x6 mm, 170
mm long = 10x0.17m = 1.70m @ 1.9 kg/m =
3.23 kg
Add 5% wastage = 0.16 kg
1008 Total = 3.39 kg say 3.50 kg quintal 0.035 2900.00 101.50
1034 M.S. bolt/pin 10 mm dia 10 cm long 10 nos quintal 0.006 4300.00 25.80
10x0.06 = 0.6 kg = 0.006 q
1215 Welding charges (electrical) length = cm 80.00 1.00 80.00
10x(2x4) = 80cm
Labour for cutting, assembling and errection
charges;
0102 Blacksmith 1st class Day 0.03 151.50 4.54
0100 Bandhani Day 0.02 138.45 2.77
0114 Beldar Day 0.11 135.25 14.88
Priming coat: = 10x2(0.06+0.008)x0.25m =
0.34 sqm Tees 0.16x3.3 = 0.53 sqm
(A) (Rate as per item no 13.50.3 of SH Finishing) sqm 0.165 12.65 2.09 (A)
9999 Sundries L.S. 1.69 1.00 1.69
TOTAL 759.16
Add 1% for water charges on all except ‘A’ 7.57
TOTAL 766.73
Add15% for contractor’s profit and overheads 114.70
on all except ‘A’
Cost for 10 wheels 881.43
Cost for 1 wheel 88.14
Say 88.15](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-79-320.jpg)
![658
14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and
fixing the same with necessary clamps, nuts and bolts/welding and erection etc.
complete.
14.22.2 Wheel above 50 mm dia.
Code Description Unit Quantity Rate Amount
Detail of cost for 10 wheels
Considering average wheel dia =75 mm
Width of wheel =40 mm
M.S. flat for clamp = 60x8 mm
Bolt size 16 mm dia.
Lenth of one clamp :
2x(0.04+0.0375+0.02)+0.05
=0.195+0.05=0.245m say 0.25m
Materials to be dismentled
Weight of 10 nos wheels
10x[3.14x{(7.5/2)x(7.5/2)}x4]x7.850/1000 =
13.87 kg
Weight of 10 nos clamps 8 mm thick
= 10x0.25 m @ 3.8kg/m = 9.50 kg
Weight of 10 nos 16 mm dia. Bolts, 10 cm
long 10x0.10 m @ 1.60 kg/m = 1.60 kg
Total = 24.97 kg say 25 kg
Labour for dismantling:
0103 Blacksmith 2nd class Day 0.04 141.60 5.66
0100 Bandhani Day 0.03 138.45 4.15
0114 Beldar Day 0.06 135.25 8.12
9999 Sundries L.S. 1.04 1.00 1.04
Renewing the wheels with clamps :-
MATERIALS
7442 10 nos wheels 75 mm dia. 40 mm wide each 10.00 52.00 520.00
10 nos clamps out of M.S. flat 60x8 mm =
10x0.25 m @ 3.8 kg/m = 9.5 kg
Add 5% wastage = 0.48 kg
1008 Total = 9.48 kg say 10 kg quintal 0.10 2,900.00 290.00
1034 M.S. bolt/pin 16 mm dia 10 cm long 10 nos quintal 0.016 4,300.00 68.80
10x0.16= 1.6 kg = 0.016 q
1215 Welding charges (electrical) lenth = 10x(2x6) cm 120.00 1.00 120.00
Labour for cutting, assembling and errection
charges;
0102 Blacksmith 1st class Day 0.10 151.50 15.15
0100 Bandhani Day 0.05 138.45 6.92
0114 Beldar Day 0.36 135.25 48.69
Priming coat: = 10x2(0.06+0.008)x0.25m =
0.34 sqm Tees 0.16x3.3 = 0.53 sqm
(A) (Rate as per item no 13.50.3 of SH Finishing) sqm 0.34 12.65 4.30(A)
9999 Sundries L.S. 5.33 1.00 5.33
TOTAL 1,098.16
Add 1% for water charges on all except ‘A’ 10.94
TOTAL 1,109.10
Add 15% for contractor’s profit and overheads 165.72
on all except ‘A’
Cost for 10 wheels 1,274.82
Cost for 1 wheel 127.48
Say 127.50](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-80-320.jpg)
![792
Code Description Unit Quantity Rate Amount
Pipe portion:
10x[0.30x0.375-3.142/4(0.30)2] = 0.04 +
Out side of bell mouth
= 10x(1.000.50)x0.45 = 9.00+
Deduct pipe opening
=10x0.785x0.30x0.30 = (-)0.71
= 13.17
(Rate as per item no.5.9.1) sqm 13.17 119.25 1570.52
(vii) cement plaster on RCC slab
10x1.00x0.50 = 5.00+
10x2(1.00+0.50)x0.05 = 1.50+
= 6.50 sqm.
(Rate as per item no.13.16.1) sqm 6.50 62.15 403.98
(viii) Neat cement punning:
Qty. same as marked (x) at (vi) above
=3.34+0.04 = 3.38 sqm.
Channel portion:
10x1x(0.85+0.30)/2x0.25 = 1.43
Total = 4.81
(Rate as per item no.l3.18 S.H. Finishing) sqm 4.81 21.40 102.93
0367 Cement tonne 0.024 4500.00 108.00(A)
2209 Carriage of cement tonne 0.024 47.29 1.13(A)
0983 Fine sand cum 0.05 320.00 16.00(A)
2261 Carriage of fine sand cum 0.05 53.21 2.66(A)
0114 Beldar Day 0.035 135.25 4.73(A)
0101 Bhishti Day 0.003 138.45 0.42(A)
9999 Hire charges of mixer L.S. 1.27 1.00 1.27(A)
9999 Sundries L.S. 1.27 1.00 1.27(A)
Labour for plaster
0155 Mason Day 0.33 146.55 48.36(A)
0115 Coolie Day 0.488 135.25 66.00(A)
0101 Bhishti Day 0.60 138.45 83.07(A)
9999 Extra for removing burr L.S. 8.71 1.00 8.71(A)
9999 Scaffolding L.S. 7.62 1.00 7.62(A)
TOTAL 10,289.73
(B) Add 1 % for water charges on (A) 3.49(B)
TOTAT 10,293.22
Add 15% for contractor’s profit and overheads 52.91
on (A+B)
Cost for 10 nos. 10,346.13
Cost for one bell mouth 1034.61
Say 1034.60
16.50 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall
be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene)
or ABS having electronically welded micro- prismatic lens with abrasion resistant
coating as approved by Engineer in charge. The glow stud shall support a load of
13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective
surface shall be 35 +/-5 degrees to base .The reflective panels on both sides with at
least 12 cm of reflective area up each side. The luminance intensity should be as
per the specification and shall be tested as described in ASTM I: 809 as](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-211-320.jpg)
![804
Code Description Unit Quantity Rate Amount
Rate as per item no 10.2 kg. 21.67 46.35 1004.40(A)
Labour.
0128 Mate Day 0.01 138.45 1.38
0114 Beldar Day 0.25 135.00 33.81
9999 Cost of material for drilling holes, nut bolts & L.S. 65.00 1.00 65.00
rivets, fabrication etc.
Painting with synthetic enamel paint on steel
work
support frame 25x25x3mm
=2.83x0.10=0.283 sqm
Fixing angle 35x35x5mm
= 2x0.50x0.14=0.014 sqm
Vertical post Tee 50x50x6mm
=3.75x0.20=0.750sqm
Baseplate 100xl00x5mm
Surface area = 2x[0.10x0.10] =0.02
4x0.10x0.005 = 0.002
total = 1.069 sqm
Rate as per item no 13.61.1 of SH : Finishing sqm 1.07 33.25 35.58(A)
(A).
Painting with epoxy paint on back side of sqm 0.636 75.25 47.86(A)
aluminium sheet.
Rate as per Item no. 13.52.1
9999 Sundries and hold fast etc. L.S. 78.00 1.00 78.00
Total 3,402.62
Add for water charge @ 1% except on (A). 23.15
Total 3,425.77
Add for contractor’s profit and overheads @ 350.69
15% except on (A).
Cost of 1 no. 3,776.46
Say 3,776.45
16.59 Manufacturing supplying and fixing retro reflective sign boards made up of 2mm
thick aluminium sheet, face to be fully covered with high intensity encapsulated
type heat activated retro reflective sheeting conforming to type - IV of ASTM-D
4956-01 in blue and silver white or other colour combination including subject
matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted
on substrate by an adhesive backing which shall be activated by applying heat
and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with
suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S.
angle iron of size 25x25x3 mm alongwith theft resistant measures, mounted and
fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up of M.S.
Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the
bottom end and including making holes in pipes, angles flats, providing & fixing
M.S. message plate of required size steel work to be painted with two or more
coats of synthetic enamel paint of required shade and of approved brand &
manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee
support to be painted in black and white colours). Backside of aluminium sheet to
be painted with two or more coats of epoxy paint over and including appropriate
priming coat including all leads and lifts etc. complete as per drawing . specification
and direction of Engineer—in-charge.](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-223-320.jpg)
![812
16.69 Providing and laying at or near ground level factory made kerb stone of M-25
grade cement in position to the required line, level and curvature jointed with
cement mortar 1:3(1 cement: 3 coarse sand ) including making joints with or
without grooves (thickness of joints except at sharp curve shall not to more
than 5mm) including making drainage opening wherever required complete etc.
as per direction of Engineer-in-charge (length of finished kerb edging shall be
measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-
in-charge).
Code Description Unit Quantity Rate Amount
Details of cost for 100.00 metre i.e.
100x0.375x0.20=7.50 cum.
No. of kerb stones = 100/0.405=247 Nos
8686 Precast C.C. Kerb stone M - 25 = cum 7.41 3500.00 25,935.00
247x0.40x0.375x0.20=7.41 cum
morter 1:3 for fixing joints
=246x[(0.115+0.20)]x0.375x0.005 = 0.073 cum
2
CM.1 :3 (1 cement: 3 coarse sand) cum 0.073 3169.60 231.38(A)
as per item no. 3.8 of SH mortar
Labour for fixing of Kerb stone
0123 Mason 1 st class Day 2.50 151.50 378.75
0124 Mason 2nd class Day 2.50 141.60 354.00
0114 Beldar Day 2.50 135.25 338.12
0115 Coolie Day 1.65 135.25 223.16
Total 27,460.41
Add for water charge @ 1% except on (A). 272.29
Total 27,732.70
Add for contractor’s profit and overheads @ 4,125.20
15% except on (A).
Cost of 7.50 cum 31,857.90
cost for 1 cum. 4,247.72
Say 4,247.70
16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers
as required complete as per the direction of Engineer-in-charge.
16.70.1 Made of G.I. wire of dia 4mm.
Code Description Unit Quantity Rate Amount
Details of cost for 10 sqm.
Material.
G.I. chain link 50x50 mm mesh = 10.00 sqm.
Wastage5% = 0.50sqm
Total= 10.50 sqm
8695 Chain link fabric fancing mesh of size sqm 10.50 225.00 2,362.50
50x50mm made of G.I. wire of dia. 4mm.
9999 Carriage. L.S. 156.00 1.00 156.00
Labour
0103 Blacksmith 2nd class Day 2.14 141.60 303.02
0114 Beldar Day 1.62 135.25 219.10
9999 Sundries including G.I. wire, nuts and bolts L.S. 174.75 1.00 174.75
and warshers.
Total 3,215.37
Add 1% for water charges. 32.15
Total 3,247.52](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-231-320.jpg)
![1077
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including
bed concrete as per standard design :
19.3.1 100 mm diameter S.W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 metre length pipe
Area = WxDl + 2x½xR Cot QxR-
[R2/2(3.14/2-Q)] - (3.14/2)R2
= WD1 + R2(Cot Q) - R2(3.14/2 - Q) -
(3.14/2)R2
= WDl+R2(CotQ-3.14 + Q)
Where Sin Q = [R/(W/2)] = 2R/W
W = D + X ; X = 300 mm, D = 100 + 12 + 12 =
124 mm
W= 124+ 300 = 424 mm
D1 = Depth = 100 + (½ x 124) = 162 mm
R = 62 mm
Sin Q = (2x62)/424 = 0.292 thereforeQ = 17°0'
Hence Tan Q = 0.3057
Area = 424 x 162 + (62)2 (Cot Q - 3.14 + Q)
= [68688 + 3844 (1/0.3057 - 180° + 17°0')] sqmm
= [68688 + 3844 (3.27 - 163°0' x 3.14/180)] sqmm
= (68688 + 3844 x 0.43) sqmm
= (68688 + 1652.92) sqmm = 70340.92 sqmm
Say 70341 sqmm or 0.070341 sqm
For 10 m length qty. of concrete reqd. =
0.07034x10 = 0.7034 cum
Rate as per item no 4.1.10 of SH : Concrete cum 0.7034 2 237.75 1 574.03
Work
Cost of 10 metres 1 574.03
Cost per metre 157.40
Say 157.40
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed
concrete as per standard design :
19.3.2 150 mm diameter S.W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 metre length pipe
Area = WxDl + 2x½xRcot Q R-
[R2/2(3.14/2-Q)] -(3.14/2)R2
= WD1 + R2(Cot Q) - R2(3.14/2 - Q) -
(3.14/2)R2
= WD1 + R2(Cot Q - 3.14 + Q)
Where Sin Q = [R/(W/2)] = 2R/W
W = D + X;X = 300mm, D= 150+ 16+ 16
= 182 mm
W= 182 + 300 = 482 mm
D1 = Depth = 150 + (½ x 182) = 241 mm
R = 91 mm
Sin Q = (2x91)/482 = 0.3776 therefore
Q = 22°12'
Hence Tan Q = 0.4081](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-491-320.jpg)
![1078
Code Description Unit Quantity Rate Amount
Area = 482x241 +(91)2(Cot Q - 3.14 + Q)
= [116162 + 8281 (1/0.4081-180° +22°12')] sqmm
= [116162 + 8281 (2.45-157°48’x3.14/180)] sqmm
= [116162 + 8281 x (2.45-2.75)] sqmm
= [116162 + 8281 x (-0.30)] sqmm
= (116162 - 2484.3) sqmm = 113677.7 sqmm
Say 113677.7 sqmm or 0.1136777 sqm
For 10 m length qty. of concrete reqd. =
0.1136777x10= 1.136777 cum Say 1.14 cum
Rate as per item no 4.1.10 of SH: Concrete cum 1.14 2 237.75 2 551.04
Work
Cost of 10 metres 2 551.04
Cost per metre 255.10
Say 255.10
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed
concrete as per standard design :
19.3.3 200 mm diameter S.W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 rnete length pipe
Area = WxDl + 2x½xR Cot Q.R.-
[R2/2(3.14/2-Q)] -(3.14/2)R2
= WD1 + R2(Cot Q) - R2(3.14/2 - Q) -
(3.14/2)R2
= WD1 + R2(Cot Q - 3.14 + Q)
Where Sin Q = [R/(W/2)] = 2R/W
W = D + X ; X = 300 mm, D = 200 + 17 + 17
= 234 mm
W = 234 + 300 = 534 mm
D1 = Depth = 150 + (½ x 234) = 267
mm R= 117mm
Sin Q = (2x117)/534 = 0.4382 thereforeQ =
26°0'
Hence Tan Q = 0.4877
Area = 534 x 267 + (117)2 (Cot Q - 3.14 + Q)
= [142578 + 13689 (1/0.4877-180° + 26°0')] sqmm
= [142578 + 13689 (2.05- 54°0' x 3.14/180)] sqmm
= [142578 + 13689 x (2.05-2.69)] sqmm
= [142578 + 13689 x (-0.64)] sqmm
= (142578 - 8760.96) sqmm = 133817.04 sqmm
Say 133817 sqmm or 0.134 sqm
For 10 m length qty. of concrete reqd. =
0.134x10= 1.34 cum
Rate as per item no 4.1. 10 of SH: Concrete cum 1.34 2 237.75 2 998.58
Work
Cost of 10 metres 2 998.58
Cost per metre 299.86
Say 299.85](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-492-320.jpg)
![1079
19.3: Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed
concrete as per standard design :
19.3.4: 230 mm diameter S.W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 nretre Length pipe
Area = WxDl + 2x’/2xR cot Q.R-’[R2(3.14/2-Q)] -
(3.14/2)R2
= WD1 + R2(Cot Q) - R2(3.14/2 - Q) -
(3.14/2)R2
= WD1 +R2(CotQ-3.14 + Q)
Where Sin Q = [R/(W/2)] = 2R/W
W = D + X ; X = 300 mm, D = 230 + 19 + 19
= 268 mm
W = 268 + 300 = 568 mm
D1 = Depth = 150 + (1/2 x 268) = 284 mm
R= 134 mm
Sin Q = (2xl34)/568 = 0.47183 thereforeQ =
28°9'
Hence Tan Q = 0.5351
Area = 568 x 284 + (134)2 (Cot Q - 3.14 + Q)
= [161312 + 17956 (1/0.5351 - 180°
+ 22° 12')] sqmm ‘
= [161312+ 17956(l.87- 151°51’x 3.14/180)] sqmm
= [161312 + 17956 x (1.87-2.65)] sqmm
= [161312 + 17956 x (-0.78)] sqmm
= (161312 - 14005.68) sqmm = 147306
sqmm
Say 147306 sqmm or 0.147 sqm
For 10 m length qty. of concrete reqd. =
0.147x10 =1.47 cum
Rate as per item no 4.1.10 of SH : Concrete cum 1.47 2 237.75 3 289.49
Work
Cost of 10 metres 3 289.49
Cost per metre 328.95
Say 328.95
19.3 : Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed
concrete as per standard design :
19.3.5: 250 mm diameter S.W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 metre length pipe
Area = WxDl + 2x’/2xR - [R2/2(3.14/2-Q)] -
(3.14/2)R2
= WD1 + R2(Cot Q) - R2(3.14/2 - Q) -
(3.14/2)R2
= WD1 +R2(CotQ-3.14 + Q)
Where Sin Q = [R/(W/2)] = 2R/W
W = D + X ; X = 300 mm, D = 250 + 20 + 20
= 290 mm
W = 290 + 300 = 590 mm
Dl = Depth = 150 + QA x 290) = 295 mm
R = 145 mm
Sin Q = (2xl45)/590 = 0.49154 therefore Q =](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-493-320.jpg)
![1080
Code Description Unit Quantity Rate Amount
29°26'
Hence Tan Q = 0.5635
Area = 590 x 295 + (145)2 (Cot Q - 3.14 + Q)
=[174050 + 21025(1/0.5635- 180° +
29°26')] sqmm
= [174050 + 21025(1.77- 150°34’x
3.14/180)] sqmm
= [ 174050 + 21025 x (1.77-2.63)] sqmm
= [ 174050 + 21025 x (-0.86)] sqmm
= (174050 - 18081.5) sqmm = 155968.5
sqmm
Say 155968 sqmm or 0.156 sqm
For 10 m length qty. of concrete reqd. =
0.156x10= 1.56 cum -”
Rate as per item no 4.1.10 of SH : Concrete cum 1.56 2 237.75 3 490.89
Work
Cost of 10 metres 3 490.89
Cost per metre 349.09
Say 349.10
19.3 : Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed
concrete as per standard design :
19.3.6: 300 mm diameter S.W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 meter length pipe
Area= WxDl + 2x’/2xR,- [R2?2(3.14/2-Q)] -
(3.14/2)R2
= WD1 + R2(Cot Q) - R2(3.14/2 - Q) -
(3.14/2)R2
= WD1 + R2(Cot Q - 3.14 + Q)
Where Sin Q = [R/(W/2)] = 2R/W
W = D + X ; X = 300 mm,
D = 300 + 25 + 25 = 350 mm
W = 350 + 300 = 650 mm
Dl = Depth = 150 + (‘1/2 x 350) = 325 mm
R = 175 mm
Sin Q = (2xl75)/650 = 0.5385 thereforeQ
= 32°34'
Hence Tan Q = 0.6387
Area = 650 x 325 + (175)2 (Cot Q - 3.14 + Q)
= [211250 + 30625(1/0.6387- 180° +
32°34')] sqmm
= [211250 + 30625(1.566- 147°26’x
3.14/180)] sqmm
= [211250 + 30625 x (1.566-2.571)] sqmm
= [211250 + 30625 x (-1.005)] sqmm
= [211250 - 30778.13) sqmm = 180471.87
sqmm
Say 0.180 sqm
For 10 m length qty. of concrete reqd. =
0.180x10= 1.80 cum
Rate as per item no 4.1.10 of SH: Concrete cum 1.80 2 237.75 4 027.95
Work
Cost of 10 metres 4 027.95
Cost per metre 402.80
Say 402.80](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-494-320.jpg)
![1081
19.4 : Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design :
19.4.1: 100x100 mm size P type
19.4.1.1: With F.P.S. Bricks class designation 75
Code Description Unit Quantity Rate Amount
Details of cost of one gully trap
1900 100x100 mm Gully trap ‘P’ type each 1.00 55.00 55.00(A)
1364 C.I. grating .100x100 mm each 1.00 10.00 10.00(A)
1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 256.00(A)
9999 Carriage of materials L.S. 4.50 1.00 4.50
Cement concrete 1:5:10 ( 1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:
0.345/3x[0.09+0.01+(0.09x0.01)l/2] = 0.015
cum
3.14/4x(0.124)2x0.47 = 0.006 cum
= 0.021 cum
Net quantity 0.107 cum (-) 0.021 cum
= 0.086 cum say 0.09 cum
(Rate as per item 4.1.11 of S.H. : Concrete) cum 0.09 2 079.60 187.16
Brick work with 75 class designation brick in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum cum 0.13 2 293.40 298.14
Rate as per item no 6.1.1 of SH : Brick Work
Cement concrete 1:2:4 ( 1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum cum 0.008 3 579.10 28.63
(Rate as per item 4.2.3 of S.H. : concrete
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
(Rate as per item no.13.9 of S.H. : finishing) sqm 0.29 112.80 32.71
TOTAL 881.14
Add 1 % for water charges on (A) 3.34(B)
TOTAL 884.48
Add 15% for contractor’s profit and overheads 50.68
on (A+B)
Cost for 1 trap 935.16
Say 935.15](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-495-320.jpg)
![1082
19.4 : Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design :
19.4.1: 100x100 mm size P type
19.4.1.2:With Sewer bricks conforming to IS : 4885
Code Description Unit Quantity Rate Amount
Details of cost of one gully trap
1900 100x100 mm Gully trap ‘P’ type each 1.00 55.00 55.00(A)
1364 C.I. grating .100x100 mm each 1.00 10.00 10.00(A)
1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 256.00(A)
9999 Carriage of materials L.S. 4.50 1.00 4.50(A)
Cement concrete 1:5:10 ( 1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:
0.345/3x[0.09+0.01+(0.09x0.01)l/2] = 0.015
cum
3.14/4x(0.124)2x0.47 = 0.006 cum
= 0.021 cum
Net quantity 0.107 cum (-) 0.021 cum
= 0.086 cum say 0.09 cum
(Rate as per item 4.1.11 of S.H. : Concrete) cum 0.09 2 079.60 187.16
Brick work with sewer bricksconforming
to IS:4885 in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
Rate as per item no 6.36.1 of SH : Brick cum 0.13 3 048.75 396.34
Work
Cement concrete 1:2:4 ( 1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
(Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
(Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.29 112.80 32.71
TOTAL 979.34
Add 1 % for water charges on (A) 3.34(B)
TOTAL 982.68
Add 15% for contractor’s profit and overheads 50.68
on (A+B)
Cost for 1 trap 1033.36
Say 1033.35](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-496-320.jpg)
![1083
19.4: Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design :
19.4.2: 150 x 100 mm size P type.
19.4.2.1: With F.P.S. bricks class designation 75
Code Description Unit Quantity Rate Amount
Details of cost of one gully trap
1902 S.W. Gully trap ‘P’ type 150x100mm each 1.00 86.00 86.00(A)
1365 C.I. grating .150x150 mm each 1.00 19.00 19.00(A)
1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A)
9999 Carriage of materials L.S. 4.50 1.00 4.50(A)
Cement concrete 1:5:10 ( 1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:
0.322/3x[0.09+0.023+(0.09x0.023) 1/2] =
0.017 cum
3.14/4x(0.124)2x0.485 = 0.006 cum
= 0.023 cum
Net quantity 0.107 cum (-) 0.023 cum
= 0.084 cum say 0.08 cum cum 0.08 2 079.60 166.37
(Rate as per item 4.1.11 of S.H. : Concrete)
Brick work with 75 class designation brick in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum cum 0.13 2 293.40 298.14
Rate as per item no 6.1.1 of SH : Brick
Work
Cement concrete 1:2:4 ( 1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
(Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement:
[l/2x0.337x(l.20+0.60)] = 0.303 sqm say
0.30 sqm
(Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.30 112.80 33.84
TOTAL 901.48
Add 1 % for water charges on (A) 3.74(B)
TOTAL 905.22
Add 15% for contractor’s profit and overheads 56.74
on (A+B)
Cost for 1 trap 961.96
Say 961.95](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-497-320.jpg)
![1084
19.4 : Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design :
19.4.2: 150 x 100 mm size P type.
19.4.2.2: With sewer bricks conforming to IS : 4885
Code Description Unit Quantity Rate Amount
Details of cost of one gully trap
1902 S.W. Gully trap ‘P’ type150x100 mm each 1.00 86.00 86.00(A)
1366 C.I. grating .150x150 mm each 1.00 19.00 19.00(A)
1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A)
9999 Carriage of materials L.S. 4.50 1.00 4.50(A)
Cement concrete 1:5:10 ( 1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:
0.322/3x[0.09+0.023+(0.09x0.023) 1/2] =
0.017 cum
3.14/4x(0.124)2x0.485 = 0.006 cum
= 0.023 cum
Net quantity 0.107 cum (-) 0.023 cum
= 0.084 cum say 0.08 cum cum 0.08 2 079.60 166.37
(Rate as per item 4.1.11 of S.H. : Concrete)
Brick work with sewer bricks conforming
to IS: 4885 in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum cum 0.13 2 293.40 298.14
Rate as per item no 6.36.1 of SH : Brick
Work
Cement concrete 1:2:4 ( 1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
(Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement:
[l/2x0.337x(l.20+0.60)] = 0.303 sqm say
0.30 sqm
(Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.30 112.80 33.84
TOTAL 999.68
Add 1 % for water charges on (A) 3.74(B)
TOTAL 1003.42
Add 15% for contractor’s profit and overheads 56.74
on (A+B)
Cost for 1 trap 1060.16
Say 1060.15](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-498-320.jpg)
![1085
19.4: Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design :
19.4.3: 180x150 mm size P type
19.4.3.1: With F.P.S. bricks class designation 75
Code Description Unit Quantity Rate Amount
Details of cost of one gully trap
1904 180x150 mm Gully trap ‘P’ type each 1.00 160.00 160.00(A)
1367 C.I. grating .180x180 mm each 1.00 23.00 23.00(A)
1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A)
9999 Carriage of materials L.S. 4.50 1.00 4.50(A)
Cement concrete 1:5:10 ( 1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:
0.55/3x[0.09+0.032+(0.09x0.032)1/2] =
0.008 cum
3.14/4x(0.182)2x0.70 = 0.018 cum
= 0.026 cum
Net quantity 0.107 cum (-) 0.026 cum
= 0.081 cum say 0.08 cum
(Rate as per item 4.1.11 of S.H. : Concrete) cum 0.08 2 079.60 166.37
Brick work with 75 class designation brick in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
Rate as per item no 6.1.1 of SH : Brick cum 0.13 2293.40 298.14
Work
Cement concrete 1:2:4 ( 1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
(Rate as per item 4.2.3 of S.H. : concrete) cum 0.008 3 579.10 28.63
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement:
[l/2x0.166x(l.20+0.72)] = 0.159 sqm say
0.16 sqm
(Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.16 112.80 18.05
TOTAL 963.69
Add 1 % for water charges on (A) 4.53(B)
TOTAL 968.22
Add 15% for contractor’s profit and overheads 68.55
on (A+B)
Cost for 1 trap 1 036.77
Say 1036.75](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-499-320.jpg)
![1086
19.4: Providing and fixing square-mouth S. W. gully trap grade ‘A” complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design :
19.4.3: 180x150 mm size P type
19.4.3.2: With Sewer bricks conforming to IS : 4885
Code Description Unit Quantity Rate Amount
Details of cost of one gully trap
1904 180x150 mm Gully trap ‘P’ type each 1.00 160.00 160.00(A)
1367 C.I. grating .180x180 mm each 1.00 23.00 23.00(A)
1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A)
9999 Carriage of materials L.S. 4.50 1.00 4.50(A)
Cement concrete 1:5:10 ( 1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:
0.155/3x[0.09+0.032+(0.09x0.032) 1/2] =
0.008 cum
3.14/4x(0.182)2x0.70 = 0.018 cum
= 0.026 cum
Net quantity 0.107 cum (-) 0.026 cum
= 0.081 cum say 0.08 cum
(Rate as per item 4.1.11 of S.H. : Concrete) cum 0.08 2 079.60 166.37
Brick work with sewer bricks conforming
to IS: 4885. in
cement mortar 1:4(1 cement: 4 coarse sand)
1.66x0.115x0.675 m = 0.129 cum say 0.13 cum
Rate as per item no 6.36.1 of SH : Brick cum 0.13 3048.75 396.34
Work
Cement concrete 1:2:4 ( 1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
1.66x0.115x0.04 m = 0.008 cum
(Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement:
[l/2x0.166x(l.20+0.072)] = 0.159 sqm say
0.16 sqm
(Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.16 112.80 18.05
TOTAL 1061.89
Add 1 % for water charges on (A) 4.53(B)
TOTAL 1066.43
Add 15% for contractor’s profit and overheads 68.55
on (A+B)
Cost for 1 trap 1134.97
Say 1134.95](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-500-320.jpg)
![1108
Code Description Unit Quantity Rate Amount
Cement concrete 1:2:4(1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For benching:
3.14/4x(0.91+0.82)2x0.20 = 0.118 cum
[(2x8.133)/360]x(4/3)x3.14x(0.45)3 =0.017 cum
= 0.135 cum
Less pipe : 0.91x3.14/4x(0.15)2 = (-) 0.016
cum
= 0.119 cum Say 0.12 cum cum 0.12 3 257.45 390.89
Rate as per item no. 4.2.3 of SH : concrete
Cement concrete 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m = (-)
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per item no 4.2.3 of SH : Concrete work cum 0.09 3 579.10 322.12
12 mm cement plaster 1:3(1 cement: 3 coarse
sand) finished with floating coat of neat
cement
3.14x(0.80+0.56)/2x0.49 = 1.05 sqm
3.14x0.56x0.075 = 0.13 sqm ‘
Benching
3.14x(0.80)2/4-0.80x0.15+0.80x ½x3.14x0.15
= 0.57 sqm
= 1.75 sqm
Rate as per item no 13.9.1 of SH : Finishing sqm 1.75 112.80 197.40
LABOUR
Extra labour for making channel:
0123 Mason 1st class Day 0.06 151.50 9.09(A)
0124 Mason 2nd class Day 0.06 141.60 8.50(A)
7135 S.F.R.C cover 560 mm dia with fram (heavy each 1.00 838.00 838.00 (A)
duty)
9999 Carriage L.S. 6.89 (A)
9999 Sundries L.S. 16.90 (A)
TOTAL 4 791.46
Add 1 % for water charges on (A) 8.79 (C)
TOTAL 4 800.25
Add 15% for contractor’s profit and overheads 133.23
on (A+B)
Cost of one manhole 4 933.48
Say 4 933.50
19.9 Constructing brick masonry circular type manhole 0.91m internal dia at bottom
and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement
plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished
with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3
coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary
channel in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) finished with a floating coat of neat cement all
complete as per standard design:](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-522-320.jpg)
![1109
19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation)
560mm internal diameter conforming to I.S. 12592, total weight of cover and frame
to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse
sand: 4 graded stone aggregate 20 mm nominal size) including centering shuttering
all complete. (Excavation, foot rests and 12mm thick cement plaster at the external
surface shall be paid for separately):
19.9.1.2 With Sewer bricks conforming to IS : 4885
Code Description Unit Quantity Rate Amount
Details of cost for 1 manhole
MATERIALS
Cement concrete 1:3:6 (1 cement: 3 coarse
sand : 6 graded stone aggregate 40 mm
nominal size) 1.67x1.67x0.225 = 0.63cum.
Rate as per item no 4.1.6 of SH : Concrete work cum 0.63 2 713.05 1 709.22
Brick work with moduler extruded burnt fire
clay sewer bricks
in cement mortar 1:4(1 cement: 4 coarse
sand)
Curved on plan
3.14x1.14x0.074x0.23 =0.061
3.14x(1.14+0.79)/2x0.711x0.23 = 0.496
= 0.557
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum
2x3.14/4x(0.15)2x0.230 = 0.008 cum
= 0.026 cum
Net quantity 0.557-0.026 = 0.531 Say 0.53
Rate as per item No 6.36.1 of SH : Brick Work cum 0.53 3 048.75 1 615.84
Brick work moduler extruded burnt fire
clay sewer bricks in arches
brick in cement mortar 1:3 (1 cement: 3 coarse
sand)
2x½x3.14x0.25m x0.230x0.10 m = 0.018
cum Say 0.02 cum
Rate as per item No 6.37 of SH : Brick Work cum 0.02 4 550.30 91.01
Cement concrete 1:2:4(1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For benching:
3.14/4x(0.91+0.82)2x0.20 = 0.118 cum
[(2x8.133)/360]x(4/3)x3.14x(0.45) 3 =0.017
cum
= 0.135 cum
Less pipe : 0.91x3.14/4x(0.15)2= (-) 0.016 cum
= 0.119 cum Say 0.12 cum
Rate as per item no. 4.1.3 of SH : concrete work
Cement concrete 1:2:4 (1 cement: 2 coarse cum 0.12 3 257.45 390.89
sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m = (-)
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per item no 4.2.3 of SH : Concrete cum 0.09 3 579.10 322.12](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-523-320.jpg)
![1112
Code Description Unit Quantity Rate Amount
2x½x3.14x0.25 m x0.230x0.10 m = 0.018cum
Say 0.02 cum
Rate as per item no 6.9 of SH : Brick Work cum 0.02 3 847.45 76.95
Cement concrete 1:2:4(1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size) For benching:
3.14/4x(1.22)2x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61) 3 =0.043 cum
= 0.277 cum
Less pipe : 1.22x3.14/4x(0.15)2(-) = 0.0216 cum
= 0.2554 cum Say 0.26 cum
Rate as per item no. 4.1.3 of SH : concrete work cum 0.26 3 257.45 846.94
Cement concrete 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4 x d2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per item no 4.2.3 ofSH : Concrete work cum 0.09 3 579.10 322.12
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement
3.14x(1.136+0.56)/2x1.216 = 3.241 sqm
3.14x0.56x0.075 = 0.13 sqm
3.14x(1.136)2/4-1.136x1/2x3.14x0.15= 1.112
sqm
= 4.483 sqm Say 4.48 sqm
Rate as per item no 13.9.1 of SH : Finishing sqm 4.48 112.80 505.34
LABOUR
Extra labour for making channel:
0123 Mason 1st class Day 0.10 151.50 15.15 (A)
0124 Mason 2nd class Day 0.0610 141.60 14.16 (A)
7135 S.F.R.C manhole cover and 560 mm each 1.00 838.00 838.00 (A)
dia
9999 Carriage L.S. 6.89 1.00 6.89 (A)
9999 Sundries L.S. 16.90 1.00 16.90 (A)
TOTAL 8 802.34
Add 1% for water charges on (A) 8.91 (B)
TOTAL 8 811.25
Add 15% for contractor’s profit and overheads 135.00
on (A+B)
Cost of one manhole 8 946.25
Say 8 946.25
19.11 Constructing brick masonry circular manhole 1.22m internal dia at bottom and
0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement
plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished
with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) finished with a floating coat of neat cement all
complete as per standard design:](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-526-320.jpg)
![1113
19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)
560mm internal diameter conforming to l.S. 12592, total weight of cover and frame
to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size) including centering
shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster
at the external surface shall be paid for separately):
19.11.1.2 With Sewer bricks conforming IS : 4885
Code Description Unit Quantity Rate Amount
Details of cost for 1 manhole
MATERIALS
Cement concrete 1:3:6 (1 cement: 3 coarse
sand : 6 graded stone aggregate 40 mm
nominal size)
1.98x1.98x0.30 = 1.178 say 1.18 cum.
Rate as per item no 4.1 .6 of SH : Concrete work cum 1.18 2 713.05 3 201.40
Brick work modular exturded burnt fire ash clay
in cement mortar 1:4(1 cement: 4 coarse
sand)
Curved on plan
3.14x1.45x0.24x0.23 = 0.251
3.14x(1.45+0.79)/2x1.32x0.23 = 1.069
= 1.320
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum
2x3.14/4x(0.15)2 x0.230 = 0.008 cum
= 0.026 cum
Net quantity 1.320-0.026 = 1.294 Say 1.29
cum
Rate as per item no 6.36.1 of SH : Brick Work cum 1.29 3 048.75 3 932.89
Brick work with modular exturded burnt ash clay
brick in arches cement mortar 1:3(1 cement: 3
coarse sand)
2x1/2x3.14x0.25 m x0.230x0.10 m = 0.018
cum Say 0.02 cum
Rate as per item No 6.37 of SH : Brick Work cum 0.02 4 550.30 91.01
Cement concrete 1:2:4(1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For benching:
3.14/4x(1.22)2x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61) 3 =0.043
cum
= 0.277 cum
Less pipe : 1.22x3.14/4x(0.15)2 (-) = 0.0216
cum
= 0.2554 cum Say 0.26 cum
Rate as per item no. 4.1.3 of SH : concrete work cum 0.26 3 257.45 846.94
Cement concrete 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4xd2x thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2 x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per item no 4.2.3 of SH : Concrete work cum 0.09 3 579.10 322.12
12 mm cement plaster 1:3 (1 cement: 3 coarse](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-527-320.jpg)
![1115
19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and
0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement
plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished
with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 40mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) finished with a floating coat of neat cement all
complete as per standard design :
19.13.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation)
560mm internal diameter conforming to I.S. 12592, total weight of cover and frame
to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20mm nominal size) including centering
shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster
at the external surface shall be paid for separately):
19.13.1.1 With F.P.S. bricks class designation 75
Code Description Unit Quantity Rate Amount
Details of cost for 1 manhole
MATERIALS
Cement concrete 1:3:6 (1 cement: 3 coarse
sand : 6 graded stone aggregate 40 mm
nominal size) ‘2.74x2.74x0.30=2.25cum
Rate as per item no 4.6 of SH : Concrete work cum 2.25 2 713.05 6 104.36
Brick work with bricks of class designation 75
in cement mortar 1:4(1 cement: 4 coarse
sand)
Curved on plan
3.14x1.98x0.25x0.46 = 0.716 cum
3.14x(1.98+0.905)/2x0.345xl.93 = 3.019 cum
= 3.735 cum
Duduct arch ring and portion of pipe
2x½x3.14x0.25mx0.46x0.10 m = 0.036 cum
2x3.14/4x(0.15)2x0.460 = 0.016 cum
= 0.052 cum
Net quantity 3.735-0.052 = 3.683 cum Say
3.68 cum
Rate as per item no 6.1.1of SH : Brick Work cum 3.68 2 293.40 8 439.71
Brick work in arches with 75 class designation
brick in cement mortar 1:3(1 cement: 3 fine sand)
2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036
cum Say 0.04 cum
Rate as per item no 6.9 of SH : Brick Work cum 0.04 3 847.45 153.90
Cement concrete 1:2:4(1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size) For benching:
3.14/4x(l.52)2x0.20 = 0.363 cum
[(2x8.133)/360]x(4/3)x3.14x(0.76) 3=0.083 cum
= 0.446 cum
Less pipe : 1.52x3.14/4x(0.15)2(-) = 0.027 cum
= 0.419 cum Say 0.42 cum
Rate as per item no. 4.1.3 of SH : concrete work cum 0.42 3 257.45 1 368.13
Cement concrete 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4 x d2x thickness](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-529-320.jpg)
![1117
Code Description Unit Quantity Rate Amount
Brick work with modular exturded burnt fly ash
clay bricks in arches
in cement mortar 1:4 (1 cement: 4 coarse
sand)
Curved on plan
3.14x1.98x0.25x0.46 = 0.716 cum
3.14x(1.98+0.905)/2x0.345xl.93 = 3.019 cum
= 3.735 cum
Duduct arch ring and portion of pipe
2x1/2x3.14x0.25mx0.46x0.10 m = 0.036 cum
2x3.14/4x(0.15)2x0.460 = 0.016 cum
= 0.052 cum
Net quantity 3.735-0.052 = 3.683 cum Say
3.68 cum
Rate as per item no 6.36.1 of SH : Brick Work cum 3.68 3 048.75 11 219.40
Brick work with modular exturded burnt fly ash
clay bricks in arches in cement mortar 1:3
(1 cement: 3 sand)
2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036
cum Say 0.04 cum
Rate as per item No6.37 of SH : Brick Work cum 0.04 4 550.30 182.01
Cement concrete 1:2:4(1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For benching:
3.14/4x(1.52)2x0.20 = 0.363 cum
[(2x8.133)/360]x(4/3)x3.14x(0.76) 3 =0.083
cum
= 0.446 cum
Less pipe : 1.52x3.14/4x(0.15)K-) = 0.027
cum
= 0.419 cum Say 0.42 cum
Rate as per item no. 4.1.3 of SH : concrete work cum 0.42 3 257.45 1 368.13
Cement concrete 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 20 mm
nominal size)
For fixing cover : 3.14/4 x d2 thickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2x 0.15 m : (-) =
0.037 cum
= 0.086 cum Say 0.09 cum
Rate as per item no 4.2.3 of SH : Concrete work cum 0.09 3 579.10 322.12
12 mm cement plaster 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat
cement
3.14x(1.454+0.56)/2xl.799 = 5.694 sqm
3.14x0.56x0.075 = 0.13 sqm
Benching
3.14x(1.454)24-l. 454x0.15+1.454x1/2x3.14x
0.15 =1.786 sqm
= 7.61 sqm
Rate as per item no 13.9.1 of SH : Finishing sqm 7.61 112.80 858.41
LABOUR
Extra labour for making channel :
0123 Mason 1st class Day 0.10 151.50 15.15(A)
0124 Mason 2nd class Day 0.10 141.60 14.16(A)](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-531-320.jpg)
![1135
Code Description Unit Quantity Rate Amount
Rate as per item no. 15.2.1 of SH : cum 0.29 368.45 106.85
Dismantling and demolishing
Dismantling of R.C.C slab of 1:2:4 (1 cement:
2 coarse sand : 4 grade stone aggregate 20 mm
nominal size)
1.36mx1.06mx0.15 = 0.216 cum
Less cover 3.14x(0.25)2x0.15 = (-) 0.029 cum
= 0.187 cum Say 0.19 cum
Rate as per item no 15.3 of SH : Demolishing cum 0.19 537.55 102.13
and dismantling
9999 Removal of C.I. Cover with frame L.S. 7.15 1.00 7.15 (A)
9999 Removal of M.S foot rest L.S. 8.06 1.00 8.06 (A)
TOTAL 1 286.63
Add 1% for water charges on (A) 0.15(B)
TOTAL 1 285.78
Add 15% for contractor’s profit and overheads 2.30
on (A+B)
Cost of one no 1 288.08
Say 1 288.10
19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including
stacking of useful materials near the site and disposal of unserviceable materials
into municipal dumps within 50 m lead :
19.24.4 Circular manhole 122 cm diameter and 1.68 m deep.
Code Description Unit Quantity Rate Amount
Details of cost of a manhole 1.22 in internal
diameter 1.68m deep
Dismantling of cement concrete 1:3:6 (1
cement: 3 coarse sand : 6 aggregate stone 40
mm nominal size)
1.98mx1.98mx0.30m=1.178cum say 1.18cum
Rate as per item no. 15.2.2 cum 1.18 226.90 267.74
Dismantling of second class brick work in
cement mortar 1:4 (1 cement: 4 coarse sand)
Curved on plan
3.14x1.45x0.24x0.23= 0.251
3.14x(1.45+0.79)/2x1.32x0.23 = 1.069
= 1.320
Deduct arch ring and portion of pipe
2x½x3.14x0.25mx0.23x0.10m = 0.018 cum
2x3.14/4(0.15)2x0.23m = 0.008 cum
= 0.026 cum
Net quantity 1.320 - 0.026 = 1.294 Say 1.29
cum
Brick work in arches
2x½x3.14x0.25mx0.230x0.10m = 0.018
cum say 0.02 cum
Total = 1.294+0.02 = 1.314 cum say 1.131
cum
Rate as per item no. 15.7.4 of SH dismantling cum 1.31 310.75 407.08
and dimolishing
Dismantling cement concrete 1:2:4 ( 1 cement:
2 coarse sand : 4 graded stone aggregate
20 mm nominal size)
For benching
3.14/4x(1.22)2x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61)3 = 0.043
cum](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-549-320.jpg)
![1138
19.25 : Extra for depth of manholes dismantled:
19.25.4: Circular manhole 122 cm diameter and 1.68 m deep (upto 2.29 m depth)
Code Description Unit Quantity Rate Amount
Details of cost of dismantling one manhole
2.29m deep
Dismantling cement concrete 1:3:6(1 Cement
: 3 coarse sand : 6 graded stone aggregate
40mm nominal size)
1.98x1.98x0.30 = 1.178 cum. Say 1.18 cum
Rate as per item no. 15.2.1 S.H. dismantling cum 1.18 368.45 434.77
Dismantling IInd class brick work in cement
mortar 1:4 (1 Cement: 4 Coarse sand)
Curved on plan
3.14x1.45x0.85x0.23=0.891
3.14x(1.45+0.79)/2x 1.32x0.23 = 1.069
= 1.96
Duduct arch ring and portion of pipe
2x1/2x3.14x0.25mx0.230x0.10 m = 0.018
cum
2x3.14/4x(0.15)2x0.230 = 0.008 cum
Total deduction = 0.026 cum ,
Net quantity 1.96-0.026 = 1.934 Say 1.93 cum
Qty in arch
2x1/2x3.14x0.25 m x0.230x0.10 m = 0.018
cum Say 0.02 cum
Total =1.93+ 0.02= 1.97 cum
Rate as per item no. 15.2.1 of SH : cum 1.97 368.45 725.85
Dismantling and demolishing
Dismantling cemnet concrete 1:2:4 ( 1 cement
: 2 coarse sand : 4 graded stone aggregate 20
mm nominl size )For benching:
3.14/4x(1.22)2x0.20 = 0.234 cum
[(2x8.133)/360]x(4/3)x3.14x(0.61) 3 =0.043
cum
= 0.277 cum
Less pipe : 1.22x3.14/4x(0.15)2(-) = 0.0216
cum
Net qty= 0.2554 cum Say 0.26 cum
For fixing cover : 3.14/4 xd2 xthickness
0.7854x1.020x1.020x0.15 m =0.123 cum
Less cover 3.14/4x(0.28)2x 0.15 m : (-) =
0.037 cum
Net qty = 0.086 cum Say 0.09 cum
Total = 0.26 + 0.09 = 0.35 cum
Rate as per item no 15.2.1 of SH : cum 0.35 368.45 128.96
Dismantling
9999 Removal of SFRC cover L.S. 7.15 1.00 7.15(A)
9999 Removal of M.S. foot rests L.S. 8.09 1.00 8.09(A)
TOTAL 1304.82
Add 1 % for water charges on (A) 0.15(B)
TOTAL 1304.97
Add 15% for contractor’s profit and overheads 2.31
on (A+B)
Cost of dismantling manhole 2.29m deep 1307.28
Deduct cost of dismantling manhole 1.68m
deep
Rate as per item no 19.24.4 of SH : Drainage each 1 988.45 -988.45
Cost of manhole 0.61m depth 318.83
Cost per metre depth 522.67
Say 522.65](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-552-320.jpg)
![1224
22.20.1 3 mm thick
Code Description Unit Quantity Rate Amount
Detail of cost for 30 sqm
MATERIALS :
A.P.P. modified 3mm thick - 30 sqm
Add 10% for wastage = 3 sqm.
Total = 33 sqm
8205 A.P.P. modified 3 mm thick membrance sqm 33.00 221.00 7 293.00
reinforced with polyster matt
8206 Bitumen primer for bitumen membrane litre 12.00 54.00 648.00
2211 Carriage of Tar bitumen tonne 0.012 53.21 0.64
9999 Carriage of bitumen membrane L.S. 7.80 1.00 7.80
1241 Fuel LPG kg 7.00 35.00 245.00
9999 Preparing roof surface, cutting grooves L.S. 49.53 1.00 49.53
LABOUR:
0159 Skilled torch operator for laying tack Day 2.16 151.50 327.24
0130 Mistry Day 0.18 151.50 27.27
0114 Beldar Day 3.24 135.25 438.21
9999 Sundries, brushes, bitumen torch etc L.S. 23.40 1.00 23.40
TOTAL 9060.09
Add 1% for water charges 90.60
TOTAL 9150.69
Add 15% for contractor’s profit and overheads 1372.60
Cost for 30 sqm 10523.29
Cost for 1 sqm 350.78
Say 350.80
22.21 Extra for covering top of membrane with Geotextile, 120gsm non woven, 100%
polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch
by heating the membrane by Butane Torch as per manufactures recommendation
[for Item No. 25.18 to 25.20]
Code Description Unit Quantity Rate Amount
Detail of cost for 30 sqm
MATERIALS :
Geotextile 120 gsm membrane =30 sqm
Add 5% for wastage = 1.5 sqm. Total 31.50m2
8207 Geotextile 120 gsm membrance sqm 31.50 25.00 787.50
9999 Carriage of Geotextile L.S. 7.80 1.00 7.80
LABOUR:
0159 Skilled torch operator or fitter 2.16 5 = 0.43 Day 0.43 151.50 65.14
0130 Mistry 0.18-5 = 0.04 Day 0.04 151.50 6.06
0114 Beldar 3.24-5 = 0.65 Day 0.65 135.25 87.91
9999 Sundries, torch, LPG etc L.S. 46.80 1.00 46.80
TOTAL 1001.21
Add 1 % for water charges 10.01
TOTAL- 1011.22
Add 15% for contractor’s profit and overheads 151.68
Cost for 30 sqm 1162.90
Cost for 1 sqm 38.76
Say 38.75](https://image.slidesharecdn.com/dsrrateanlaysis-100111005503-phpapp01/85/Dsr-Rate-Anlaysis-634-320.jpg)
Dsr Rate Anlaysis
- 1. GOVERNMENT OF INDIA CENTRAL PUBLIC WORKS DEPARTMENT ANALYSIS OF RATES FOR DELHI (V0L.2) 2007 PUBLISHED BY: DIRECTOR GENERAL OF WORKS, CPWD, NIRMAN BHAWAN, NEW DELHI
- 2. GOVERNMENT OF INDIA CENTRAL PUBLIC WORKS DEPARTMENT ANALYSIS OF RATES FOR DELHI (V0L.2) 2007 PUBLISHED BY: DIRECTOR GENERAL OF WORKS, CPWD, NIRMAN BHAWAN, NEW DELHI
- 3. © All rights reserved. No part of this publication, either in English or in Hindi, may be reproduced in any form or by any means, electronic or mechanical, including photocopy, recording or any information storage and retrieval system, without permission, in writing, from the Director General (Works), CPWD, New Delhi. Photocopying of this book is strictly prohibited A GOVERNMENT OF INDIA PUBLICATION Published by DIRECTOR GENERAL (WORKS) CPWD, NIRMAN BHAWAN, NEW DELHI-110 011 & Printed & Marketed by JAIN BOOK AGENCY Authorised Dealers of Govt. Publications C-9, Connaught Place, New Delhi-110001 Phones : 23416390 upto 97, 41513852 E-mail : sales@jainbookagency.com Website : www.jainbookagency.com Distributed by JBA DISTRIBUTORS N-67, First Floor, Munshiram Building, Connaught Place, New Delhi-110001 Phone : 41523870, 23354824 Fax : 41513850 E-mail : sales@jba.in Website : www.jba.in JAIN BOOK AGENCY (SOUTHEND) JAIN BOOK AGENCY (GURGAON) 1, Aurobindo Place Market, 12, Central Plaza Mall, Sector 53, Hauz Khas, New Delhi-110016 Golf Course Road, Phone : 26567066, 26566113,41758700 Gurgaon 122002 Haryana E-mail : sales@jainbookagency.com Phone : 4143020, Website : www.jainbookagency.com Moblile 9810666810 DIAL-A-BOOK 011-4175 8700 Books will be delivered next day by COURIER (Payment to courier-boy) in Delhi, Noida, Ghaziabad, Faridabad & Gurgaon (nominal courier charges extra) Also available at All Leading Booksellers & Authorised Govt. Dealers In India Price : Rs. 3000/- per set of two volumes (excluding postage and forwarding charges etc.)
- 4. FOREWORD Central Public Works Department Analysis of Rates for Delhi is a very comprehensive and useful document. It is based on scientific assessment of inputs of materials, labour and machinery in various items of work normally encountered in a project. It was first compiled in the year 1950, followed by publication or revisions in 1955, 1962, 1972, 1977, 1985 and 1997. Since publication of DAR, 1997, prices of labour and materials have registered substantial increase. Besides the increased cost, there has been a spurt of new construction materials and introduction of mechanised construction techniques for speedier construction. This has necessitated revision of existing DAR, 1997 to include the above changes. Accordingly, this Analysis of Rates for Delhi, 2007 has been prepared incorporating element of machinery and prefabricated building components, wherever applicable. Earlier C.P.W.D. Analysis of Rates for Delhi was a confidential document and was issued to CPWD Officers and Government Departments only. In this age of transparency, we feel that this is an anachronism. Therefore, for the first time DAR, 2007 is being published as an open document and shall be available in two volumes. This will facilitate in obtaining feed back from the construction industry and the professionals for continuous updation and improvement in the document. Although DAR, 2007 contains most of the items of DAR, 1997, analysis of items which are either obsolete or are not in use have been deleted. Similarly, analysis of many items have been modified to correspond to items of DSR, 2007. Several new analysis of items pertaining to new materials and new technologies in the construction sector have also been included. Analysis of rates of many items also incorporate element of machinery instead of the lump sum provisions. I wish to place on record the technical input and the effective coordination on the part of Shri D.S.Sachdev, ADG(TD) and the efforts put in by Shri Suresh Kumar, CE(CSQ) and his team of officers in TAS unit in finalising DAR, 2007 in a record time. I am sure that C.P.W.D. Analysis of Rates for Delhi, 2007 along with Delhi Schedule of Rates, 2007 shall be a useful document to a number of departments, public sector undertakings, private sector builders and architects etc. (K. Srinivasan) DIRECTOR GENERAL (WORKS) New Delhi February, 2008
- 5. PREFACE 1.0 C.P.W.D. Analysis of Rates for Delhi, 2007 is the revised edition of C.P.W.D. Analysis of Rates for Delhi, 1997. 2.0. DAR, 2007 incorporates most of the analysis of DAR, 1997 with all correction slips up-to date and will replace DAR, 1997. 3.0 DAR, 2007 is a bilingual document (Hindi version will follow). 4.0 DAR, 2007 is published in two volumes as under: Volume Number Sub-head No. Contents/ Chapters 00 Basic Rates 01 Carriage of materials 02 Earth Work 03 Mortars 04 Concrete Work 05 Reinforced Cement Concrete Work One 06 Brick Work 07 Stone Work 08 Marble Work 09 Wood and PVC Work 10 Steel Work 11 Flooring 12 Roofing 13 Finishing 14 Repairs to Buildings 15 Dismantling and Demolishing Two 16 Road Work 17 Sanitary Installation 18 Water Supply 19 Drainage 20 Pile Work 21 Aluminium Work 22 Water Proofing 23 Horticulture and Landscape 5.0 Analysis of many items in DAR, 2007, which are either obsolete or are not in use, have been deleted. Similarly, analysis of many items have been modified to correspond to items of DSR, 2007. Several new analysis of items pertaining to new materials and new technologies in the construction sector have also been included. Analysis of rates of many items also incorporate element of machinery instead of lump sum provisions. 6.0 Analysis have been modified to include execution of different works by using various electrical and mechanical equipments i.e. excavators, tower cranes, mobile cranes, mechanical platforms, Batch Mix plant, transit mixers and pumps, piling rigs, pneumatic cutters, chisels, chippers, hammers etc. Built-in provision has been taken in the analysis of rates for new construction technology/ mechanisation.
- 6. 3 7.0 Analysis of dry work using prefabricated materials and pre-finished elements for speedier construction are included viz gypsum block walls, calcium silicate and non-asbestos cement board partitions, pre-finished counter tops for kitchen and washbasins, pre-moulded and pre-finished stone work in risers and treads of steps and window sills, dry stone cladding, sub-frames for windows, use of chemical and mechanical fasteners, laying of tiles in flooring and dado with polymer based adhesives etc. 8.0 DAR, 2007 is based on the study of current market rates of materials at Delhi, collected during the period of April, 2007 to October, 2007. Generally, the basic rates of materials, incorporated in the analysis, pertain to materials conforming to BIS Standards/CPWD Specifications/Materials of best quality available in the market. Labour rates are the minimum wages issued by the Government of Delhi w.e.f. 01-09-2007. 9.0 Lump sum provision of labour/ T& P is replaced with mechanisation inputs. Prominent items incorporating mechanization are earth-work in excavation, RMC / BMC, brick work in superstructure above floor V level, road work, dismantling of R.C.C. work, dismantling of C.C. and flexible pavements, pile work etc. 10.0 Number of uses of steel and wooden shuttering have been reduced from 80 and 16 times to 40 and 8 times respectively, so that proper quality of shuttering is put to use. 11.0 Contractor’s profit and Overheads @ 15% ( CP=7.5% & OH 7.5%) has been adopted as approved by the DGW vide Office Memorandum no. DG(W)MAN/150 dated 14-12-2007. 12.0 Sundries have been considered as 1.00 times based on Cost Index of Delhi as 100 over DPAR 01-10-2007. 13.0 A lot of effort has gone into the preparation of this Analysis of Rates. I convey my deep appreciation and sincere thanks to Shri Suresh Kumar, CE, CSQ, Shri Mayank Tilak, S.E. (TAS), Sh. S.K.Jain EE(S&S) –I, Sh.S.C. Malik EE (S&S) -II, Sh. A.V.R.Bhat EE (S&S) – III, Sh. V.P.Singh AE, Sh. H.N.Singh AE, Sh. S.K.Sarkar AE, Sh.L.C.Gothwal AE, Sh.G.K. Jindal AE, Sh. S.S.Pal AE, Sh. Bahal Singh D/Man Gr-I, Sh Upender Walia D/Man Gr.-I and other officers and staff of TAS Unit for sincere efforts made in the preparation of this document in such a short time. 14.0 Due care has been taken to print the C.P.W.D. Analysis of Rates for Delhi as correctly as possible. It is, however possible that some errors might have crept in. In case any error or omission is noticed, it may be brought to the notice of the Superintending Engineer (TAS), CPWD, Room no. 418, A- wing, Nirman Bhawan, New Delhi. 15.0 In case of any discrepancy between English and Hindi versions, the English version shall be held valid. Suggestions for improvement are welcome. (D.S.SACHDEV) ADG (TD), CPWD, Nirman Bhawan, New Delhi New Delhi February, 2008
- 7. Contents Vol. 2 SH. NO. NAME OF SUB HEAD PAGE NO. 13. Finishing 583-635 14. Repairs to Buildings 637-692 15. Dismantling & Demolishing 693-729 16. Road Work 731-817 17. Sanitary Installation 819-900 18. Water Supply 901-1067 19. Drainage 1069-1152 20. Pile Work 1153-1178 21. Aluminium Work 1179-1203 22. Water Proofing 1205-1224 23. Horticulture and Landscaping 1225-1241 Note: For Sub Heads 1 to 12 refer to Vol.1
- 8. 583 SUB HEAD : 13.0 FINISHING
- 9. 585 13.1 12 mm cement plaster of mix: 13.1.1 1:4 (1 cement : 4 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 : 4 (1 cement: 4 fine sand). cum 0.144 2,278.85 328.15 (Rate as per item no. 3.4) 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 667.76 Add 1% for water charges 6.68 TOTAL 674.44 Add 15% for contractor’s profit and overheads 101.17 Cost of 10.00 sqm 775.61 Cost of 1.00 sqm 77.56 Say 77.55 13.1 12 mm cement plaster of mix: 13.1.2 1:6 (1 cement : 6 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 : 6 (1 cement: 6 fine sand). cum 0.144 1,687.70 243.03 (Rate as per item no. 3.6) LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 582.64 Add 1% for water charges 5.83 TOTAL 588.47 Add 15% for contractor’s profit and overheads 88.27 Cost of 10.00 sqm 676.74 Cost of 1.00 sqm 67.67 Say 67.65 13. 2 15 mm cement plaster on rough side of single or half brick wall of mix:- 13.2.1 1:4 (1 cement : 4 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1: 4 (1 cement: 4 fine sand). cum 0.172 2,278.85 391.96 (Rate as per item no. 3.4) LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.25 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 777.90
- 10. 586 Code Description Unit Quantity Rate Amount Add 1% for water charges 7.78 TOTAL 785.68 Add 15% for contractor’s profit and overheads 117.85 Cost of 10.00 sqm 903.53 Cost of 1.00 sqm 90.35 Say 90.35 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.2 1: 6 (1 cement: 6 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:6 (1 cement: 6 fine sand). (Rate as per item no. 3.6) cum 0.172 1,687.70 290.28 LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.25 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 676.22 Add 1% for water charges 6.76 TOTAL 682.98 Add 15% for contractor’s profit and overheads 102.45 Cost of 10.00 sqm 785.43 Cost of 1.00 sqm 78.54 Say 78.55 13.1 20 mm cement plaster of mix 13.3.1 1:4 (1 cement : 4 find sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.224 2,278.85 510.46 (Rate as per item no. 3.4) LABOUR 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.02 135.25 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 951.09 Add 1% for water charges 9.51 TOTAL 960.60 Add 15% for contractor’s profit and overheads 144.09 Cost of 10.00 sqm 1,104.69 Cost of 1.00 sqm 110.47 Say 110.45
- 11. 587 13.3 20 mm cement plaster of mix 13.3.2 1:6 (1 cement : 6 find sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:6 (1 cement: 6 fine sand). cum 0.224 1,687.70 378.04 (Rate as per item no. 3.6) LABOUR 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.02 135.25 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 818.67 Add 1% for water charges 8.19 TOTAL 826.86 Add 15% for contractor’s profit and overheads 124.03 Cost of 10.00 sqm 950.89 Cost of 1.00 sqm 95.09 Say 95.10 13.4 12 mm cement plaster of mix 13.4.1 1:4 (1 cement : 4 coarse sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar - 1:4 cum 0.144 2,578.45 371.30 (Rate as per item no. 3.9) LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 710.91 Add 1% for water charges 7.11 TOTAL 718.02 Add 15% for contractor’s profit and overheads 107.70 Cost of 10.00 sqm 825.72 Cost of 1.00 sqm 82.57 Say 82.55 13.4 12 mm cement plaster of mix 13.4.2 1:6 (1 cement : 6 coarse sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar -1:6 cum 0.144 1987.30 286.17 (Rate as per item no. 3.11) LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61
- 12. 588 Code Description Unit Quantity Rate Amount TOTAL 625.78 Add 1% for water charges 6.26 TOTAL 632.04 Add 15% for contractor’s profit and overheads 94.81 Cost of 10.00 sqm 726.85 Cost of 1.00 sqm 72.69 Say 72.70 13.5 15 mm cement plaster on rough side of single or half brick wall of mix : 13.5.1 1:4 (1 cement: 4 coarse sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:4 cum 0.172 2,578.45 443.49 (Rate as per item no. 3.9) LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.22 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 829.43 Add 1% for water charges 8.29 TOTAL 837.72 Add 15% for contractor’s profit and overheads 125.66 Cost of 10.00 sqm 963.38 Cost of 1.00 sqm 96.34 Say 96.35 13.5 15 mm cement plaster on rough side of single or half brick wall of mix 13.5.2 1:6 (1 cement: 6 coarse sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 : 6 cum 0.172 1987.30 341.82 (Rate as per item no. 3.11) LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.25 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 727.76 Add 1% for water charges 7.28 TOTAL 735.04 Add 15% for contractor’s profit and overheads 110.26 Cost of 10.00 sqm 845.30 Cost of 1.00 sqm 84.53 Say 84.55
- 13. 589 13.6 20 mm cement plaster of mix : - 13.6.1 1:4 (1 cement: 4 coarse sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 : 4 (1 cement : 4 coarse sand) cum 0.224 2,578.45 577.57 (Rate as per item no. 3.9) LABOUR 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.02 135.25 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 1,018.20 Add 1% for water charges 10.18 TOTAL 1,028.38 Add 15% for contractor’s profit and overheads 154.26 Cost of 10.00 sqm 1,182.64 Cost of 1.00 sqm 118.26 Say 118.25 13.6 20 mm cement plaster of mix : 13.6.2 1:6 (1 cement: 6 coarse sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 :6 cum 0.224 1,987.30 445.16 (Rate as per item no. 3.11) LABOUR 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.02 135.22 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 885.79 Add 1% for water charges 8.86 TOTAL 894.65 Add 15% for contractor’s profit and overheads 134.20 Cost of 10.00 sqm 1,028.85 Cost of 1.00 sqm 102.89 Say 102.90 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.1 1:3 ( 1 cement : 3 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 : 3 cum 0.144 2,870.00 413.28 (Rate as per item no. 3.3) LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44
- 14. 590 Code Description Unit Quantity Rate Amount 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 927.99 Add 1% for water charges 9.28 TOTAL 937.27 Add 15% for contractor’s profit and overheads 140.59 Cost of 10.00 sqm 1077.86 Cost of 1.00 sqm 107.78 Say 107.80 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix 13.7.2 1:4 (1 cement: 4 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS CemenLmortar 1:4 cum 0.144 2,278.85 328.15 (Rate as per item No. 3.4) LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 842.86 Add 1 % for water charges 8.43 TOTAL 851.29 Add 15% for contractor’s profit and overheads 127.69 Cost of 10.00 sqm 978.98 Cost of 1.00 sqm 97.90 Say 97.90 13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.1 1:3 (1 cement: 3 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement rnortar 1 :3 cum 0.172 2,278.85 493.64 (Rate as item no. 3.3) LABOUR 0155 Mason Day 0. 80 146.55 117.24
- 15. 591 Code Description Unit Quantity Rate Amount 0115 Coolie 119.02 Day 0.88 135.25 0101 Bhisti 137.07 Day 0.99 138.45 9999 Scaffolding and sundries 12.61 L.S 12.61 1.00 0367 Cement 90.00 tonne 0.02 4,500.00 2209 Carriage of Cement 0.95 tonne 0.02 47.29 0155 Mason 39.57 Day 0.27 146.55 0115 Coolie 36.52 Day 0.27 135.25 9999 Scaffolding and sundries 8.06 L.S 80.6 1.00 TOTAL 1,054.68 Add 1 % for water charges 10.55 TOTAL 1,065.23 Add 15% for contractor’s profit and overheads 159.78 Cost of 10.00 sqm 1,225.01 Cost of 1.00 sqm 122.50 Say 122.50 13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 13.8.2 1:4 (1 cement: 4 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement rnortar 1 :4 cum 0.172 2,278.85 391.96 (Rate as item no. 3.4) LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.25 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 953.00 Add 1% for water charges 9.53 TOTAL 962.53 Add 15% for contractor’s profit and overheads 144.38 Cost of 10.00 sqm 1,106.91 Cost of 1.00 sqm 110.69 Say 110.70
- 16. 592 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.1 12mm cement plaster. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 2112 Cement rnortar cum 0.144 3,169.60 456.42 LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 971.13 Add 1 % for water charges 9.71 TOTAL 980.84 Add 15% for contractor’s profit and overheads 147.13 Cost of 10.00 sqm 1,127.97 Cost of 1.00 sqm 112.80 Say 112.80 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 13.9.2 20 mm cement plaster. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 2112 Cement rnortar cum 0.224 3,169.60 709.99 LABOUR 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.03 135.25 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 1,325.72 Add 1 % for water charges 13.26 TOTAL 1,338.98 Add 15% for contractor’s profit and overheads 200.85 Cost of 10.00 sqm 1,539.83 Cost of 1.00 sqm 153.98 Say 154.00
- 17. 593 13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement rnortar 1 : 3 (1 cement : 3 coarse sand) cum 0.172 3,169.60 545.17 (Rate as per item no. 3.8) LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.25 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 1,106.21 Add 1 % for water charges 11.06 TOTAL 1,117.27 Add 15% for contractor’s profit and overheads 167.59 Cost of 10.00 sqm 1,284.86 Cost of 1.00 sqm 128.49 Say 128.50 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement: 6 fine sand). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Under layer Cement mortar 1:5(1 cement: 5 cum 0.144 2,260.15 325.46 coarse sand) (Rate as per item no. 3.10) cum 0.072 1,687.70 121.51 Top layer cement mortar 1:6(1 cement: 6 fine sand). (Rate as per item 3.6) LABOUR 0155 Mason Day 1.21 146.55 177.33 0115 Coolie Day 1.29 135.25 174.47 0101 Bhisti Day 1.05 138.45 145.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 956.75 Add 1% for water charges 9.57 TOTAL 966.32 Add 15%for contractor’s profit and overheads 144.95 Cost of 10.00 sqm 1111.27 Cost of 1.00 sqm 111.13 Say 111.15
- 18. 594 13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3(1 cement: 3 coarse sand) finished rough with sponge. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Under layer Cement mortar 1:5(1 cement: 5 cum 0.144 2,260.15 325.46 coarse sand) (Rate as per item no. 3.10) Top layer cement mortar 1:3(1 cement: 3 cum 0.072 3,169.60 228.21 coarse sand). (Rate as per item no. 3.8) LABOUR 0155 Mason Day 1.21 146.55 177.33 0115 Coolie Day 1.29 135.25 174.47 0101 Bhisti Day 1.05 138.45 145.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 1,063.45 Add 1 % for water charges 10.63 TOTAL 1,074.08 Add 15 % for contractor’s profit and overheads 161.11 Cost of 10.00 sqm 1,235.19 Cost of 1.00 sqm 123.52 Say 123.50 13.13 12 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:2 cum 0.144 3,959.25 570.13 (Rate as per item no. 3.12) LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.75 135.22 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 909.74 Add 1% for water charges 9.10 TOTAL 918.84 Add 15 % for contractor’s profit and overheads 137.83 Cost of 10.00 sqm 1,056.67 Cost of 1.00 sqm 105.67 Say 105.65
- 19. 595 13.14 15 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust) on the rough side of single or half brick wall. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1 : 2 cum 0.172 3,959.25 680.99 (Rate as per item no. 3.12) LABOUR 0155 Mason Day 0.80 146.55 117.24 0115 Coolie Day 0.88 135.22 119.02 0101 Bhisti Day 0.99 138.45 137.07 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 1,066.93 Add 1% for water charges 10.67 TOTAL 1,077.60 Add 15 % for contractor’s profit and overheads 161.64 Cost of 10.00 sqm 1239.24 Cost of 1.00 sqm 123.92 Say 123.90 13.15 20 mm cement plaster 1 : 2 ( 1 cement : 2 stone dust) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:2 cum 0.224 3,959.25 886.87 (Rate as per item no. 3.12) LABOUR 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.02 135.22 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 1,327.50 Add 1% for water charges 13.28 TOTAL 1,340.78 Add 15 % for contractor’s profit and overheads 201.12 Cost of 10.00 sqm 1,541.90 Cost of 1.00 sqm 154.19 Say 154.20 13.16 6 mm cement plaster of mix: 13.16.1 1:3 ( 1 cement : 3 fine sand) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:2 cum 0.072 2,870.00 206.64 (Rate as per item no. 3.3) LABOUR 0155 Mason Day 0.51 146.55 74.74 0115 Coolie Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37
- 20. 596 Code Description Unit Quantity Rate Amount 9999 Extra for removing burrs, cleaning with wire L.S 13.39 1.00 13.39 brushes, pock making with pointed tool etc. complete. 9999 Scaffolding and sundries L.S 11.70 1.00 11.70 TOTAL 535.28 Add 1% for water charges 5.35 TOTAL 540.63 Add 15 % for contractor’s profit and overheads 81.09 Cost of 10.00 sqm 621.72 Cost of 1.00 sqm 62.17 Say 62.15 13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) Finished with a flooting coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of R.C.C slabs and beams. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:3 (Rate as per item no. 3.3) cum 0.072 2,870.00 206.64 LABOUR 0155 Mason 0115 Coolie Day 0.51 146.55 74.74 0101 Bhisti Day 0.75 135.25 101.44 9999 Extra for removing burrs, cleaning with wire Day 0.92 138.45 127.37 brushes, pock making with pointed tool etc. L.S 13.39 1.00 13.39 complete. 11.70 9999 Scaffolding and sundries L.S 11.70 1.00 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 0776 Satna lime quintal 0.01 178.00 1.78 9999 Indigo gum etc L.S 2.08 1.00 2.08 9999 Sundries ladder etc. L.S 0.52 1.00 0.52 0141 White Washer Day 0.07 138.45 9.69 0115 Coolie Day 0.07 135.25 9.47 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 736.65 Add 1 % for water charges 7.37 TOTAL 744.02 Add 15% for contractor’s profit and overheads 111.60 Cost of 10.00 sqm 855.62 Cost of 1.00 sqm 85.56 Say 85.55
- 21. 597 13.18 Neat cement punning Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0367 Cement tonne 0.022 4,500.00 99.00 2209 Carriage of Cement tonne 0.022 47.29 1.04 0155 Mason Day 0.27 146.55 39.57 0115 Coolie Day 0.27 135.25 36.52 9999 Scaffolding and sundries L.S 8.06 1.00 8.06 TOTAL 184.19 Add 1% for water charges 1.84 TOTAL 186.03 Add 15 % for contractor’s profit and overheads 27.90 Cost of 10.00 sqm 213.93 Cost of 1.00 sqm 21.39 Say 21.40 13.19 Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. 13.19.1 Ordinary cement finish using ordinary cement Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Under layer 12 mm thick cement plaster cum 0.144 2,578.45 371.30 Cement mortar 1:4(1 cement: 4 coarse sand). (Rate as per item no. 3.9) 0155 Mason Day 0.67 146.55 98.19 0115 Beldar Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 9.88 1.00 9.88 Top layer 10 mm thick cement plaster 3.3 Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.12 2,870.00 344.40 0155 Mason Day 0.61 146.55 89.40 0114 Beldar Day 0.69 135.25 93.32 0101 Bhisti Day 0.85 138.45 117.68 9999 Scaffolding and sundries L.S 9.88 1.00 9.88 1179 Sand and gravel or crushed stone 6 mm to 10 cum 0.10 675.00 67.50 mm size 0101 Bhisti Day 0.01 138.45 1.38 0777 Grounded hydrated lime (factory made) quintal 0.09 177.00 15.93 9999 Carriage of lime L.S 1.40 1.00 3.64 0155 Mason Day 0.50 146.55 73.28 0114 Beldar Day 0.50 135.25 67.62 0101 Bhisti Day 0.10 138.45 13.84 9999 Scaffolding and sundries L.S 9.88 1.00 9.88 Labour for scooping 0123 Mason 1st class Day 0.25 151.50 37.88 0114 Beldar Day 0.25 135.25 33.81 TOTAL 1,687.62 Add 1 % for water charges 16.88 TOTAL 1,704.50
- 22. 598 Code Description Unit Quantity Rate Amount Add 15% for contractor’s profit and overheads 255.68 Cost of 10.00 sqm 1,960.18 Cost of 1.00 sqm 196.02 Say 196.00 13.20 Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5 mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) and top layer 10mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of cement. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Under layer 12 mm thick cement plaster cum 0.144 2,578.45 371.30 Cement mortar 1:4(1 cement: 4 coarse sand). (Rate as per item no. 3.9) LABOUR 0155 Mason Day 0.67 146.55 98.19 0114 Beldar Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S 9.88 1.00 9.88 Top layer 10 mm thick cement plaster Cement mortar 1:3 (1 cement: 3 fine sand). (Rate as per item no. 3.3) cum 0.12 2,870.00 344.40 0155 Mason Day 0.61 146.55 89.40 0114 Beldar Day 0.69 135.25 93.32 0101 Bhisti Day 0.85 138.45 117.68 9999 Scaffolding and sundries L.S 9.88 1.00 9.88 1179 Sand and gravel or crushed stone 2.36 mm to cum 0.10 675.00 67.50 12.5 mm size 0101 Bhisti Day 0.01 138.45 1.38 0777 Grounded hydrated lime (factory made) quintal 0.09 177.00 15.93 9999 Carriage of lime L.S 3.64 1.00 3.64 0155 Mason Day 0.50 146.55 73.28 0114 Beldar Day 0.50 135.25 67.62 0101 Bhisti Day 0.10 138.45 13.84 9999 Scaffolding and sundries L.S 9.88 1.00 9.88 9999 Scaffolding and sundries L.S 4.42 1.00 4.42 TOTAL 1,620.35 Add 1 % for water charges 16.20 TOTAL 1,636.55 Add 15% for contractor’s profit and overheads 245.48 Cost of 10.00 sqm 1,882.03 Cost of 1.00 sqm 188.20 Say 188.20 13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. Code Description Unit Quantity Rate Amount Detail of cost for 12 mm cement plaster 1:3 (1 Cement: 3 sand) = 10 sqm. or 1.48 bags of cement used in the mix Cement required for 10 sqm = 73.89 kg. Water proofing material required @ 1 kg per
- 23. 599 Code Description Unit Quantity Rate Amount 50 kg of cement = 1.48 kg. 1213 Water proofing materials kilogram 1.48 20.00 29.60 9999 Sundries L.S 7.15 1.00 7.15 TOTAL 36.75 Add 1% for water charges 0.37 TOTAL 37.12 Add 15 % for contractor’s profit and 5.57 overheads Cost for 1.48 bags of cement used in the mix 42.69 Cost for 1.00 sqm 28.84 Say 28.85 13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm 9999 Scaffolding and sundries L.S 53.82 1.00 53.82 LABOUR 0155 Mason Day 0.20 146.55 29.31 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.10 138.45 13.84 9999 Sundries L.S 7.15 1.00 7.15 TOTAL 144.69 Add 1% for water charges 1.45 TOTAL 146.14 Add 15% for contractor’s profit and 21.92 overheads Cost of 10.00 sqm 168.06 Cost of 1.00 sqm 16.81 Say 16.80 13.23 Extra for plastering on circular work not exceeding 6 m in radius: 13.23.1 In one coat Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 0.20 146.55 29.31 0114 Beldar Day 0.20 135.25 27.05 9999 Sundries L.S 7.15 1.00 7.15 TOTAL 63.51 Add 1% for water charges 0.64 TOTAL 64.15 Add 15% for contractor’s profit and overheads 9.62 Cost of 10.00 sqm 73.77 Cost of 1.00 sqm 7.38 Say 7.40
- 24. 600 13.23 Extra for plastering on circular work not exceeding 6 m in radius: 13.23.2 In two coat Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 0.30 146.55 43.96 0114 Beldar Day 0.30 135.25 40.57 Sundries L.S 13.39 1.00 13.39 9999 TOTAL 97.92 Add 1% for water charges 0.98 TOTAL 98.90 Add 15% for contractor’s profit and overheads 14.84 Cost of 10.00 sqm 113.74 Cost of 1.00 sqm 11.37 Say 11.35 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.24.1 In one coat Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 3.00 146.55 439.65 0114 Beldar Day 2.00 135.25 270.50 0115 Coolie Day 1.00 135.25 135.25 0101 Bhisti Day 0.25 138.45 34.61 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 893.40 Add 1% for water charges 8.93 TOTAL 902.33 Add 15% for contractor’s profit and overheads 135.35 Cost of 10.00 sqm 1,037.68 Cost of 1.00 sqm 103.77 Say 103.75 13.24 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.24.2 In two coats Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 5.00 146.55 732.75 0114 Beldar Day 3.00 135.25 405.75 0115 Coolie Day 2.00 135.25 270.50 0101 Bhisti Day 0.33 138.45 45.69 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 1,468.08 Add 1% for water charges 14.68 TOTAL 1,482.76 Add 15% for contractor’s profit and overheads 222.41 Cost of 10.00 sqm 1,705.17 Cost of 1.00 sqm 170.52 Say 170.50
- 25. 601 13.25 Extra for plastering 13.25.1 Spherical ceiling Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 0.75 146.55 109.91 0114 Beldar Day 0.74 135.25 100.08 9999 Sundries L.S 26.91 1.00 26.91 TOTAL 236.90 Add 1% for water charges 2.37 TOTAL 239.27 Add 15% for contractor’s profit and overheads 35.89 Cost of 10.00 sqm 275.16 Cost of 1.00 sqm 27.52 Say 27.50 13.25 Extra for plastering 13.25.2 Groined ceiling Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 0.80 146.55 117.24 0114 Beldar Day 0.80 135.25 108.20 9999 Sundries L.S 34.06 1.00 34.06 TOTAL 259.50 Add 1% for water charges 2.60 TOTAL 262.10 Add 15% for contractor’s profit and overheads 39.32 Cost of 10.00 sqm 301.42 Cost of 1.00 sqm 30.14 Say 30.15 13.25 Extra for plastering 13.25.3 Flewing ceiling Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 0.50 146.55 73.28 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 154.29 Add 1% for water charges 1.54 TOTAL 155.83 Add 15% for contractor’s profit and overheads 23.37 Cost of 10.00 sqm 179.20 Cost of 1.00 sqm 17.92 Say 17.90
- 26. 602 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Plaster of paris 10x0.002x1121 = 22.42kg Add 20% wastage= 0.45kg Total = 22.45kg Say23kg 0869 Plaster of Paris kilogram 23.00 2.50 57.50 9999 Carriage of plaster of paris L.S 1.50 2.60 3.90 LABOUR 0122 Mason special Day 0.91 151.50 137.86 0144 Beldar Day 0.91 135.25 123.08 9999 Scaffolding and sundries L.S 83.98 1.00 83.98 TOTAL 406.32 Add 1 % for water charges 4.06 TOTAL 410.38 Add 15% for contractor’s profit and overheads 61.56 Cost of 10.00 sqm 471.94 Cost of 1.00 sqm 47.19 Say 47.20 13.27 Extra for lining out plaster to imitate stone or concrete blocks walling Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0155 Mason Day 0.50 146.55 73.28 0114 Beldar Day 0.50 135.25 67.62 9999 Solution of lime putty L.S 1.82 1.00 1.82 TOTAL 142.72 Add 1% for water charges 1.43 TOTAL 144.15 Add 15% for contractor’s profit and overheads 21.62 Cost of 10.00 sqm 165.77 Cost of 1.00 sqm 16.58 Say 16.60 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.28.1 Flush Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1 : 4 (1 cement: 4 fine sand). cum 0.014 2,278.85 31.90 (Rate as per item no. 3.4) LABOUR 0155 Mason Day 0.27 146.55 39.57
- 27. 603 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.27 135.25 36.52 0101 Bhisti Day 0.05 138.45 6.92 9999 Sundries L.S 1.43 1.00 1.43 TOTAL 116.34 Add 1% for water charges 1.16 TOTAL 117.50 Add 15% for contractor’s profit and overheads 17.62 Cost of 10.00 metre long and 10 cm wide band 135.12 Cost of 1.00 metre long and 1 cm wide band 1.35 Say 1.35 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.28.2 Sunk Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.014 2,278.85 31.90 (Rate as per item no. 3.4) LABOUR 0155 Mason Day 0.30 146.55 43.96 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.05 138.45 6.92 9999 Sundries L.S 2.08 1.00 2.08 TOTAL 125.43 Add 1% for water charges 1.25 TOTAL 126.68 Add 15% for contractor’s profit and overheads 19.00 Cost of 10.00 metre long and 10 cm wide band 145.68 Cost of 1.00 metre long and 1 cm wide band 1.46 Say 1.45 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.28.3 Raised Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.014 2,278.85 31.90 (Rate as per item no. 3.4) LABOUR 0155 Mason Day 0.35 146.55 51.29 0115 Coolie Day 0.35 135.25 47.34 0101 Bhisti Day 0.05 138.45 6.92 9999 Sundries L.S 2.73 1.00 2.73
- 28. 604 Code Description Unit Quantity Rate Amount TOTAL 140.18 Add 1% for water charges 1.40 TOTAL 141.58 Add 15 % for contractor’s profit and overheads 21.24 Cost of 10.00 metre long and 10 cm wide band 162.82 Cost of 1.00 metre long and 1 cm wide band 1.63 Say 1.65 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.28.4 Moulded Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). (Rate as per item No 3.4) LABOUR cum 0.014 2,278.85 31.90 0155 Mason Day 0.65 146.55 95.26 O115 Coolie Day 0.65 135.25 87.91 0101 Bhisti Day 0.05 138.45 6.92 9999 Sundries L.S. 1.56 1.00 1.56 TOTAL 223.55 Add 1 % for water charges 2.24 TOTAL 225.79 Add15% for contractor’s profit and overheads 33.87 Cost of 10.00 metre long and 10 cm wide band 259.66 Cost of 1.00 metre long and 1 cm wide band 2.60 Say 2.60 13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.29.1 Flush Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.02 2,278.85 45.58 (Rate as per item no. 3.4) LABOUR 0155 Mason Day 0.32 146.55 46.90 0115 Coolie Day 0.32 135.25 43.28 0101 Bhisti Day 0.06 138.45 8.31 9999 Sundries L.S 2.08 1.00 2.08 TOTAL 146.15 Add 1% for water charges 1.46 TOTAL 147.61 Add 15% for contractor’s profit and overheads 22.14 Cost of 10.00 metre long and 10 cm wide band 169.75 Cost of 1.00 metre long and 1 cm wide band 1.70 Say 1.70
- 29. 605 13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.29.2 Sunk Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.02 2,278.85 45.58 (rate as per item no. 3.4) LABOUR 0155 Mason Day 0.36 146.55 52.76 0115 Coolie Day 0.36 135.25 48.69 0101 Bhisti Day 0.06 138.45 8.31 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 158.07 Add 1% for water charges 1.58 TOTAL 159.65 Add 15% for contractor’s profit and overheads 23.95 Cost of 10.00 metre long and 10 cm wide band 183.60 Cost of 1.00 metre long and 1 cm wide band 1.84 Say 1.85 13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.29.3 Raised Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.02 2,278.85 45.58 (rate as per item no. 3.4) LABOUR 0155 Mason Day 0.42 146.55 61.55 0115 Coolie Day 0.42 135.25 56.80 0101 Bhisti Day 0.06 138.45 8.31 9999 Sundries L.S 4.42 1.00 4.42 TOTAL 176.66 Add 1% for water charges 1.77 TOTAL 178.43 Add 15% for contractor’s profit and overheads 26.76 Cost of 10.00 metre long and 10 cm wide band 205.19 Cost of 1.00 metre long and 1 cm wide band 2.05 Say 2.05 13.29 18 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): 13.29.4 Moulded Band Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.024 2,278.85 54.69 (rate as per item no. 3.4) LABOUR
- 30. 606 Code Description Unit Quantity Rate Amount 0155 Mason Day 0.86 146.55 126.03 0115 Coolie Day 0.86 135.25 116.32 0101 Bhisti Day 0.05 138.45 6.92 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 306.69 Add 1% for water charges 3.07 TOTAL 309.76 Add 15% for contractor’s profit and overheads 46.46 Cost of 10.00 metre long and 10 cm wide band 356.22 Cost of 1.00 metre long and 1 cm wide band 3.56 Say 3.55 13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1cement: 5 coarse sand) top layer 6mm thick with cement mortar 1:4 (1 cement: 4 fine sand). . Code Description Unit Quantity Rate Amount Detail of cost for 10 metre long and 10 cm wide band MATERIALS Cement mortar 1:5 (1 cement: 5 coarse sand). cum 0.014 2,260.15 31.64 (rate as per item no. 3.10) 0.01 2278.85 22.79 Cement morter 1:4 ( 1 cement: 4 fine sand). cum (rate as per item no. 3.4) LABOUR 0155 Mason Day 0.86 146.55 126.03 0115 Coolie Day 0.86 135.25 116.32 0101 Bhisti Day 0.05 138.45 6.92 9999 Sundries L.S 2.73 2. 1.00 2.73 TOTAL 306.43 Add 1 % for water charges 3.06 TOTAL. 309.49 Add 15% for contractor’s profit and overheads 46.42 Cost of 1 metre long and 10 cm wide band 355.91 Cost of 1.00 metre long and 1 cm wide band 3.56 Say 3.55 13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): 13.31.1 Flush / Ruled/ Struck or weathered pointing. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.03 2,870.00 86.10 (rate as per item no. 3.3) LABOUR 0155 Mason Day 0.50 146.55 73.28 0115 Coolie Day 0.60 135.25 81.15 0101 Bhisti Day 0.93 138.45 128.76 9999 Sundries L.S 7.15 1.00 7.15 9999 Scaffolding and racking out joints including L.S 14.30 1.00 14.30 sundries 2. TOTAL 390.74
- 31. 607 Code Description Unit Quantity Rate Amount Add 1 % for water charges 3.91 TOTAL. 394.65 Add 15% for contractor’s profit and overheads 59.20 Cost of 10 sqm. 453.85 Cost of 1.00 sqm. 45.39 Say 45.40 13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): 13.31.2 Raised and cut pointing. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.046 2,870.00 132.02 (rate as per item no. 3.3) LABOUR 0155 Mason Day 1.07 146.55 156.81 0115 Coolie Day 1.31 135.25 177.18 0101 Bhisti Day 1.00 138.45 138.45 9999 Sundries L.S 7.15 1.00 7.15 9999 Scaffolding and racking out joints including L.S 16.12 1.00 16.12 sundries 2. TOTAL 627.73 Add 1 % for water charges 6.28 TOTAL. 634.01 Add 15% for contractor’s profit and overheads 95.10 Cost of 10 sqm. 729.11 Cost of 1.00 sqm. 72.91 Say 72.90 13.32 Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand): 13.32.1 Flush/Ruled/Struck or weathered pointing Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.046 2,870.00 132.02 (rate as per item no. 3.3) 9999 Sundries cum 7.15 1.00 7.15 LABOUR 0155 Mason Day 0.67 146.55 98.19 0115 Coolie Day 0.80 135.25 108.20 0101 Bhisti Day 1.28 138.45 177.22 9999 Scaffolding and racking out joints including L.S 16.12 1.00 16.12 sundries 2. TOTAL 538.90 Add 1 % for water charges 5.39 TOTAL. 544.29 Add 15% for contractor’s profit and overheads 81.64 Cost of 10 sqm. 625.93 Cost of 1.00 sqm 62.59 Say 62.60
- 32. 608 13.33 Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand): 13.33.1 Flush/Ruled pointing Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.023 2,870.00 66.01 (rate as per item no. 3.3) 9999 Sundries L.S 7.15 1.00 7.15 LABOUR 0155 Mason Day 0.92 146.55 134.83 0115 Coolie Day 1.37 135.25 185.29 0101 Bhisti Day 0.93 138.45 128.76 9999 Scaffolding and racking out joints including L.S 16.12 1.00 16.12 sundries 2. TOTAL 538.16 Add 1 % for water charges 5.38 TOTAL. 543.54 Add 15% for contractor’s profit and overheads 81.53 Cost of 10 sqm. 625.07 Cost of 1.00 sqm. 62.51 Say 62.50 13.33 Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand): 13.33.2 Raised and cut pointing Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:3 (1 cement: 3 fine sand). cum 0.038 2,870.00 109.06 (rate as per item no. 3.3) 9999 Sundries L.S 7.15 1.00 7.15 LABOUR 0155 Mason Day 2.00 146.55 293.10 0115 Coolie Day 2.96 135.25 400.34 0101 Bhisti Day 1.00 138.45 138.45 9999 Scaffolding and racking out joints including L.S 16.12 1.00 16.12 sundries 2. TOTAL 964.22 Add 1 % for water charges 9.64 TOTAL. 973.86 Add 15% for contractor’s profit and overheads 146.08 Cost of 10 sqm. 1,119.94 Cost of 1.00 sqm. 111.99 Say 112.00 13.34 Raised and cut pointing on stone work in white cement mortar 1:3 ( 1 white cement : 3 marble dust) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS White Cement mortar 1:3 (1 white cement : 3 cum 0.038 6,035.60 229.35 marble dust. (rate as per item no. 3.16) 9999 Sundries L.S 7.15 1.00 7.15 LABOUR 2.
- 33. 609 Code Description Unit Quantity Rate Amount 0155 Mason Day 2.00 146.55 293.10 0115 Coolie Day 2.96 135.25 400.34 0101 Bhisti Day 1.00 138.45 138.45 9999 Scaffolding and racking out joints including L.S 16.12 1.00 16.12 sundries TOTAL 1084.51 Add 1 % for water charges 10.85 TOTAL. 1095.36 Add 15% for contractor’s profit and overheads 164.30 Cost of 10 sqm. 1259.66 Cost of 1.00 sqm. 125.97 Say 125.95 13.35 Pointing on stone slab ceiling with cement mortar 1:2 ( 1 cement : 2 fine dust) 13.35.1 Flush/Ruled pointed Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS Cement mortar 1:2 (1 cement : 2 fine sand) cum 0.015 3,598.25 53.97 (rate as per item no. 3.2) LABOUR 0155 Mason Day 0.47 146.55 68.88 0115 Coolie Day 0.69 135.25 93.32 0101 Bhisti Day 0.59 138.45 81.69 9999 Scaffolding and racking out joints including L.S 16.12 1.00 16.12 sundries TOTAL 313.98 Add 1 % for water charges 3.14 TOTAL. 317.12 Add 15% for contractor’s profit and overheads 47.57 Cost of 10 sqm 364.69 Cost of 1.00 sqm 36.47 Say 36.45 13.36 Extra for pointing on walls on the outside at height more than 10 m from ground level for every additional height of 3 m or part thereof. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 9999 Scaffolding L.S 13.39 1.00 13.39 9999 sundries L.S 13.39 1.00 13.39 TOTAL 26.78 Add 1 % for water charges 0.27 TOTAL. 27.05 Add 15% for contractor’s profit and overheads 4.06 Cost of 10 sqm 31.11 Cost of 1.00 sqm 3.11 Say 3.10
- 34. 610 13.37 White washing with lime to give an even shade: — 13.37.1 New work (three or more coats) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0775 Dehradun white lime quintal 0.03 295.00 8.85 9999 Carriage of lime L.S 0.91 1.00 0.91 LABOUR 0141 White Washer Day 0.20 138.45 27.69 0115 Coolie Day 0.10 135.25 13.52 9999 Indigo gum etc L.S 4.42 1.00 4.42 9999 Sundries ladders etc L.S 2.73 1.00 2.73 TOTAL 58.12 Add 1 % for water charges 0.58 TOTAL 58.70 Add 15% for contractor’s profit and overheads 8.80 Cost of 10 sqm 67.50 Cost of 1.00 sqm 6.75 Say 6.75 13.38 Satna lime wash on wallls one coat Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0776 Satna lime quintal 0.01 178.00 1.78 9999 Carriage of lime L.S 2.08 1.00 2.08 9999 Indigo gum etc L.S 0.52 1.00 0.52 LABOUR 0141 White Washer Day 0.08 138.45 11.08 0115 Coolie Day 0.04 135.25 5.41 9999 Sundries ladders etc L.S 2.73 1.00 2.73 TOTAL 23.60 Add 1 % for water charges 0.24 TOTAL 23.84 Add 15% for contractor’s profit and overheads 3.58 Cost of 10 sqm 27.42 Cost of 1.00 sqm 2.74 Say 2.75 13.39 Colour washing such as green, blue or buff to give an even shade : ,— 13.39.1 New work (two or more coats) with a base coat of white washing with lime Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0775 Dehradun white lime quintal 0.03 295.00 8.85 9999 Carriage of lime L.S 8.06 1.00 8.06 9999 Add for colouring stuff L.S 0.91 1.00 0.91 LABOUR 0141 White Washer Day 0.30 138.45 41.54 0115 Coolie Day 0.10 135.25 13.52 9999 Indigo gum etc L.S 1.70 1.00 4.42 9999 Sundries ladders etc L.S 2.73 1.00 2.73
- 35. 611 Code Description Unit Quantity Rate Amount TOTAL 80.03 Add 1 % for water charges 0.80 TOTAL 80.83 Add 15% for contractor’s profit and overheads 12.12 Cost of 10 sqm 92.95 Cost of 1.00 sqm 9.30 Say 9.30 13.39 Colour washing such as green, blue or buff to give an even shade : ,— 13.39.2 New work (two or more coats) with a base coat of whiting Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0775 Dehradun white lime quintal 0.03 295.00 8.85 9999 Carriage of lime L.S 8.06 1.00 8.06 9999 Add for colouring stuff L.S 0.91 1.00 0.91 LABOUR 0141 White Washer Day 0.30 138.45 41.54 0115 Coolie Day 0.10 135.25 13.52 9999 Indigo gum etc L.S 2.73 1.00 2.73 9999 Sundries ladders etc L.S 2.73 1.00 2.73 TOTAL 78.34 Add 1 % for water charges 0.78 TOTAL 79.12 Add 15% for contractor’s profit and overheads 11.87 Cost of 10 sqm 90.99 Cost of 1.00 sqm 9.10 Say 9.10 13.40 Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade:- Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 1216 Whiting quintal 0.01 329.00 3.29 9999 Putty, glue etc L.S 2.73 1.00 2.73 For distempering 0815 Dry distemper kilogram 1.50 26.00 39.00 9999 Carriage of material L.S 1.56 1.00 1.56 9999 Brushes, sand paper etc L.S 7.15 1.00 7.15 LABOUR 0131 Painter Day 0.80 141.60 113.28 0115 Coolie Day 0.40 135.25 54.10 9999 Sundries L.S 5.38 1.00 5.33 TOTAL 226.44 Add 1 % for water charges 2.26 TOTAL^ 228.70 Add 15% or contractor’s profit and overheads 34.30 Cost of 10.00 sqm 263.00 Cost of 1.00 sqm 26.30 Say 26.30
- 36. 612 13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade 13.41.1 New work (two or more coats) over and including priming coat with cement primer:- Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0820 Cement primer litre 0.70 70.00 49.00 9999 Brushes, putty etc L.S. 7.15 1.00 7.15 9999 Sundries including Carriage L.S. 8.06 1.00 8.06 0816 Dry distemper kilogram 1.50 40.00 60.00 9999 Carriage of material L.S. 4.42 1.00 4.42 9999 Brushes, sand paper and putty for filling holes L.S. 11.70 1.00 11.70 LABOUR 0131 Painter Day 1.00 141.60 141.60 0115 Coolie Day 0.50 135.25 67.62 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 357.61 Add 1 % for water charges 3.58 TOTAL 361.19 Add 15% for contractor’s profit and overheads 54.18 Cost of 10.00 sqm 415.37 Cost of 1.00 sqm 41.54 Say 41.55 13.42 Distempering with 1st quality acrylic washable distemper (ready made) of approved manufacturer and of required shade and colour complete, as per manufacturer’s specification. . 13.42.1 Two or more coats on new work. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0820 Oil bound washable distemper kilogram 1.50 40.00 60.00 9999 Carriage of material L.S. 4.42 1.00 4.42 9999 Brushes, sand paper and putty for filling holes L.S. 11.57 1.00 11.57 LABOUR 0131 Painter Day 0.40 141.60 56.64 0114 Beldar Day 0.46 135.25 62.22 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 202.91 Add 1 % for water charges 2.03 TOTAL 204.94 Add 15% for contractor’s profit and overheads 30.74 Cost of 10.00 sqm 235.68 Cost of 1.00 sqm 23.57 Say 23.55
- 37. 613 13.43 Applying one coat of cement primer of approved brand and manufacture on wall surface 13.43.1 Cement primer Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0820 Cement primer quintal 0.70 70.00 49.00 9999 Brushes, putty etc L.S 7.15 1.00 7.15 LABOUR 0131 Painter Day 0.40 141.60 56.64 0115 Coolie Day 0.20 135.25 27.05 9999 Sundries including carriage L.S 8.06 1.00 8.06 TOTAL 147.90 Add 1 % for water charges 1.48 TOTAL 149.38 Add 15% for contractor’s profit and overheads 22.41 Cost of 10.00 sqm 171.79 Cost of 1.00 sqm 17.18 Say 17.20 13.44 Finishing walls with water proofing cement paint of required shade 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0851 Water proofing cement paint kilogram 3.84 36.00 138.24 9999 Carriage of material L.S 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.46 141.60 65.14 0115 Coolie Day 0.23 135.25 31.11 0101 Bhisti Day 0.10 138.45 13.84 9999 Brushes, sand paper etc L.S 7.15 1.00 7.15 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 265.10 Add 1 % for water charges 2.65 TOTAL 267.75 Add 15% for contractor’s profit and overheads 40.16 Cost of 10.00 sqm 307.91 Cost of 1.00 sqm 30.79 Say 30.80 13.45 Finishing walls with textured exterior paint of required shade : 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8507 Textured exterior paint litre 3.28 183.00 600.24 0851 Water proofing cement paint kilogram 2.20 36.00 79.20 9999 Carriage of material L.S 1.56 1.00 1.56 LABOUR
- 38. 614 Code Description Unit Quantity Rate Amount 0131 Painter Day 0.60 141.60 84.96 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.05 138.45 6.92 Brushes, sand paper etc L.S 7.02 1.00 7.02 Sundries L.S 8.06 1.00 8.06 TOTAL 828.53 Add 1 % for water charges 8.29 TOTAL 836.82 Add 15% for contractor’s profit and overheads 125.52 Cost of 10.00 sqm 962.34 Cost of 1.00 sqm 96.23 Say 96.25 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : — 13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8505 Acrylic exterior paint litre 1.67 123.00 205.41 0851 Water proofing cement paint kilogram 2.20 36.00 79.20 9999 Carriage of material L.S 1.56 2.60 1.56 LABOUR 0131 Painter Day 0.06 141.60 84.96 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.05 138.45 6.92 9999 Brushes, sand paper etc L.S 7.15 1.00 7.15 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 433.83 Add 1 % for water charges 4.34 TOTAL 438.17 Add 15% for contractor’s profit and overheads 65.73 Cost of 10.00 sqm 503.90 Cost of 1.00 sqm 50.39 Say 50.40 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade — 13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8506 Premium Acrylic exterior paint litre 1.43 202.00 288.86 0851 Water proofing cement paint kilogram 2.20 36.00 79.20 9999 Carriage of material L.S 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.06 141.60 84.96 0115 Coolie Day 0.30 135.25 40.57
- 39. 615 Code Description Unit Quantity Rate Amount 0101 Bhisti Day 0.05 138.45 6.92 9999 Brushes, sand paper etc L.S 7.15 1.00 7.15 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 517.28 Add 1% for water charges 5.17 TOTAL 522.45 Add 15% or contractor’s profit and overheads 78.37 Cost of 10.00 sqm 600.82 Cost of 1.00 sqm 60.08 Say 60.10 13.48 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications : 13.48.1 Two or more coats applied @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @0.75 ltr/10 sqm. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8504 Multi surface paint litre 1.25 264.00 330.00 8509 Special Primer litre 0.75 76.00 57.00 9999 Carriage of material L.S 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.60 141.60 84.96 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.05 138.45 6.92 9999 Brushes, sand paper etc L.S 7.02 1.00 7.02 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 536.09 Add 1% for water charges 5.36 TOTAL 541.45 Add 15% for contractor’s profit and overheads 81.22 Cost of 10.00 sqm 622.67 Cost of 1.00 sqm 62.27 Say 62.25 13.48 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8504 Multi surface paint litre 0.90 264.00 237.60 8509 Special Primer litre 0.75 76.00 57.00 9999 Carriage of material L.S 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.60 141.60 84.96 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.05 138.45 6.92
- 40. 616 Code Description Unit Quantity Rate Amount 9999 Brushes, sand paper etc L.S 7.02 1.00 7.02 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 443.69 Add 1% for water charges 4.44 TOTAL 448.13 Add 15% for contractor’s profit and overheads 67.22 Cost of 10.00 sqm 515.35 Cost of 1.00 sqm 51.54 Say 51.55 13.48 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.3 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.80 ltr/ 10 sqm of approved brand or manufacture Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8504 Multi surface paint litre 0.90 264.00 237.60 8509 Metal Primer litre 0.80 91.00 72.80 9999 Carriage of material L.S 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.60 141.60 84.96 0115 Coolie Day 0.30 135.25 40.57 0101 Bhisti Day 0.05 138.45 6.92 9999 Brushes, sand paper etc L.S 7.02 1.00 7.02 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 459.49 Add 1% for water charges 4.59 TOTAL 464.08 Add 15% for contractor’s profit and overheads 69.61 Cost of 10.00 sqm 533.69 Cost of 1.00 sqm 53.37 Say 53.35 13.49 Extra for applying water proofing cement paint as primer applied @ 2.2 kg/ 0 sqm instead of primer for exterior finishing in Item No. 13.48.1 Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm Water proofing material required for 10 sqm = 2.20 kg Primer required 10 sqm = 0.75 litres 0851 Water proofing cement paint kilogram 2.20 36.00 79.20 8509 Special Primer litre 0.75 76.00 -57.00 Difference of Cost 22.20 Add 1 % for water charges 0.22 TOTAL 22.42 Add15% for contractor’s profit and overheads 3.36 Cost of 10.00 sqm 25.78 Cost of 1.00 sqm 2.58 Say 2.60
- 41. 617 13.50 Applying priming coat:- 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0823 Primer litre 0.75 72.00 54.00 9999 Putty L.S. 1.05 1.00 2.73 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.25 141.60 35.40 0115 Coolie Day 0.25 135.25 33.81 9999 Brushes, sand paper etc L.S. 5.33 1.00 5.33 9999 Sundries L.S. 10.79 1.00 10.79 TOTAL 142.45 Add 1% for water charges 1.42 TOTAL 143.87 Add 15% for contractor’s profit and overheads 21.58 Cost of 10.00 sqm 165.45 Cost of 1.00 sqm 16.55 Say 16.55 13.50 Applying priming coat:- 13.50.2 With ready mixed aluminium primer of approved brand and manufacture or resinous wood and plywood. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 4201 Aluminium primer litre 0.75 63.00 47.25 9999 Putty L.S. 2.73 1.00 2.73 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.25 141.60 35.40 0115 Coolie Day 0.25 135.25 33.81 9999 Brushes, sand paper etc L.S. 5.33 1.00 5.33 9999 Sundries L.S. 10.79 1.00 10.79 TOTAL 135.70 Add 1% for water charges 1.36 TOTAL 137.06 Add 15% for contractor’s profit and overheads 20.56 Cost of 10.00 sqm 157.62 Cost of 1.00 sqm 15.76 Say 15.75 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works:- Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 4202 Red oxide Zinc chromate yellow primer litre 0.54 58.00 31.32 9999 Carriage L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.24 141.60 33.98
- 42. 618 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.24 135.25 32.46 9999 Brushes,sand paper including sundries L.S. 10.79 1.00 10.79 TOTAL 109.07 Add 1% for water charges 1.09 TOTAL 110.16 Add 15% for contractor’s profit and overheads 16.52 Cost of 10.00 sqm 126.68 Cost of 1.00 sqm 12.67 Say 12.65 13.50 Applying priming coat: 13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 4202 Red oxide Zinc chromate yellow primer litre 0.36 58.00 20.88 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.12 141.60 16.99 0115 Coolie Day 0.12 135.25 16.23 9999 Brushes,sand paper including L.S. 7.15 1.00 7.15 TOTAL 61.64 Add 1 % for water charges 0.62 TOTAL 62.26 Add 15% for contractor’s profit and overheads 9.34 Cost of 10.00 sqm 71.60 Cost of 1.00 sqm 7.16 Say 7.15 13.51 Painting one thin coat with white lead of approved brand and manufacture on wet or patchy portion of plastered surfaces Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0850 White lead kilogram 0.86 60.00 51.60 0818 Linseed oil (double boiled) litre 0.61 80.00 48.80 9999 Carriage of material L.S 0.52 1.00 0.52 9999 Putty etc L.S 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.27 141.60 38.23 0115 Coolie Day 0.27 135.25 36.52 9999 Brushes, sand paper etc L.S 5.33 1.00 5.33 9999 Sundries L.S 10.79 1.00 10.79 TOTAL 194.52 Add 1% for water charges 1.95 TOTAL 196.47 Add 15% for contractor’s profit and overheads 29.47 Cost of 10.00 sqm 225.94 Cost of 1.00 sqm 22.59 Say 22.60
- 43. 619 13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’ specifications including appropriate priming coat, preparation of surface, etc. complete. 13.52.1 On Steel work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm PRIMING COAT MATERIALS 4202 Primer litre 0.75 58.00 43.50 9999 Putty L.S 2.73 1.00 2.73 9999 Carriage L.S 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.25 141.60 35.40 0115 Coolie Day 0.25 135.25 33.81 9999 Brushes, sand paper etc L.S. 5.46 1.00 5.46 9999 Sundries L.S. 10.66 1.00 10.66 EPOXY PAINTING MATERIALS 7239 Epoxy paint litre 1.25 280.00 350.00 9999 Carriage of material L.S. 0.55 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Putty, brushes, sand paper etc L.S. 6.76 1.00 6.76 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 647.70 Add 1% for water charges 6.48 TOTAL 654.18 Add 15% for contractor’s profit and overheads 98.13 Cost of 10.00 sqm 752.31 Cost of 1.00 sqm 75.23 Say 75.25 13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete:- 13.52.2 On concrete work:- Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm PRIMING COAT MATERIALS 0821 Primer litre 0.84 73.00 61.32 9999 Putty L.S. 13.52 1.00 13.52 9999 Carriage L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.25 141.60 35.40 0115 Coolie Day 0.25 135.25 33.81 9999 Brushes, sand paper etc L.S. 2.73 1.00 2.73 9999 Sundries L.S 8.06 1.00 8.06 EPOXY PAINTING MATERIALS 7239 Epoxy paint litre 1.21 280.00 338.80 9999 Materials for filling in holes and cracks (putty L.S. 2.60 1.00 6.76 etc) 9999 Carriage of material L.S. 1.43 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46
- 44. 620 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.54 135.25 73.04 9999 Putty, brushes, sand paper etc L.S 10.79 1.00 10.79 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 669.40 Add 1% for water charges 6.69 TOTAL 676.09 Add 15% for contractor’s profit and overheads 101.41 Cost of 10.00 sqm 777.50 Cost of 1.00 sqm 77.75 Say 77.75 13.53 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : - 13.53.1 New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm PRIMING COAT MATERIALS 4202 Steel primer litre 0.36 58.00 20.88 9999 Carriage L.S. 0.15 1.00 0.39 LABOUR 0131 Painter Day 0.12 141.60 16.99 0114 Beldar Day 0.12 135.25 16.23 9999 Brushes, sand paper etc L.S. 2.75 1.00 7.15 EPOXY PAINTING MATERIALS 0834 Synthetic enamel paint litre 0.80 120.00 96.00 9999 Carriage L.S. 1.43 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Putty, brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 323.39 Add 1% for water charges 3.23 TOTAL 326.62 Add 15% for contractor’s profit and overheads 48.99 Cost of 10.00 sqm 375.61 Cost of 1.00 sqm 37.56 Say 37.55 13.54 Applying a coat of mordant solution on G.S. sheet 13.54.1 With a solution of 38 gms of copper acetate in a litre of soft water Code Description Unit Quantity Rate Amount Detail of cost for 25 sqm MATERIALS 4203 Copper acetate kilogram 0.38 228.00 8.66 9999 Soft Water L.S. 0.70 1.00 1.82 9999 Carriage L.S 0.91 1.00 0.91 LABOUR 0131 Painter Day 0.60 141.60 84.96 0115 Coolie Day 0.60 135.25 81.15 9999 Brushes, sand paper etc L.S 35.88 1.00 35.88 9999 Sundries L.S 35.88 1.00 35.88
- 45. 621 Code Description Unit Quantity Rate Amount TOTAL 249.26 Add 1 % for water charges 2.49 TOTAL 251.75 Add 15% or contractor’s profit and overheads 37.76 Cost of 25 sqm 289.51 Cost of 1.00 sqm 11.58 Say 11.60 13.54 Applying a coat of mordant solution on G.S. sheet 13.54.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride,. copper nitrate and ammonium chloride dissolved in a litre of soft water. Code Description Unit Quantity Rate Amount Detail of cost for 25 sqm MATERIALS 4204 Hydrochloric acid kilogram 0.013 27.00 0.35 4205 Copper chloride kilogram 0.013 244.00 3.17 4206 Copper nitrate kilogram 0.013 173.00 2.25 4207 Ammonium chloride kilogram 0.013 12.00 0.16 9999 Soft Water L.S. 1.82 1.00 1.82 9999 Carriage L.S. 0.91 1.00 0.91 LABOUR 0131 Painter Day 0.60 141.60 84.96 0115 Coolie Day 0.60 135.25 81.15 9999 Brushes, sand paper etc L.S 35.88 1.00 35.88 9999 Sundries L.S 35.88 1.00 35.88 TOTAL 246.53 Add 1 % for water charges 2.47 TOTAL 249.00 Add 15% for contractor’s profit and overheads 37.35 Cost of 25 sqm 286.35 Cost of 1.00 sqm 11.45 Say 11.45 13.55 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming coat of readymixed zinc chromate yellow primer on new work : -— 13.55.1 100 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Area=22/7x106.4mm x30m=10.032sqm MATERIALS 4202 Zinc chromate red oxide primer litre 0.54 58.00 31.32 9999 Carriage L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.24 141.60 33.98 0115 Coolie Day 0.24 135.25 32.46 9999 Brushes, sand paper etc L.S. 10.79 1.00 10.79 MATERIALS 0828 Anticorrosive bituminous paint (black) litre 0.95 52.00 49.40 9999 Carriage L.S. 1.43 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46
- 46. 622 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.54 135.25 73.04 9999 Putty, sand paper etc L.S 5.33 1.00 .5.33 9999 Sundries L.S 8.06 1.00 8.06 9999 Wire brushes for cleaning L.S 5.33 1.00 5.33 9999 Extra for delays L .S 61.10 1.00 61.10 TOTAL 389.22 Add 1% for water charges 3.89 TOTAL 393.11 Add 15% for contractor’s profit and overheads 58.97 Cost of 30.00 mtrs 452.08 Cost of 1.00 metre 15.07 Say 15.05 13.55 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work 13.55.2 150 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Area=22/7 x 0.15720 x 30 m = 14.82 sqm. MATERIALS 4202 Zinc chromate red oxide primer litre 0.8 58.00 46.40 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand paper etc L.S 15.99 1.00 15.99 9999 Carriage L.S 0.91 1.00 0.91 MATERIALS 0828 Anticorrosive bituminous paint (black) litre 1.41 52.00 73.32 9999 Carriage L.S 2.08 1.00 2.08 LABOUR 0131 Painter Day 0.80 141.60 113.28 0115 Coolie Day 0.80 135.25 108.20 9999 Putty, sand paper etc L.S 8.06 1.00 8.06 9999 Sundries L.S 11.96 1.00 11.96 9999 Wire brushes for cleaning L.S 7.15 1.00 7.15 9999 Extra for delays L.S 94.12 1.00 94.12 TOTAL 581.14 Add 1% for water charges 5.81 TOTAL 586.95 Add 15% for contractor’s profit and overheads 88.04 Cost of 30.00 mtrs 674.99 Cost of 1.00 metre 22.50 Say 22.50 13.56 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 13.56.1 100 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for_30 mtrs Area=22/7 x 106.40/1000 x 30 m = 10.032 MATERIALS
- 47. 623 Code Description Unit Quantity Rate Amount 4202 Red oxide Zinc chromate primer litre 0.54 58.00 31.32 9999 Carriage L.S 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.24 141.60 33.98 0115 Coolie Day 0.24 135.25 32.46 9999 Sundries L.S 10.79 1.00 10.79 MATERIALS 0826 Aluminium paint litre 0.80 89.00 71.20 9999 Carriage L.S 0.55 1.00 1.43 9999 Putty, sand paper etc. L.S 5.33 1.00 5.33 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Sundries L.S 6.76 1.00 6.76 9999 Wire brushes for cleaning L.S 11.96 1.00 11.96 9999 Extra for delays L.S 66.43 1.00 66.43 TOTAL 421.68 Add 1% for water charges 4.22 TOTAL 425.90 Add 15% for contractor’s profit and overheads 63.88 Cost of 30.00 mtrs 489.78 Cost of 1.00 metre 16.33 Say 16.35 13.56 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 13.56.2 150 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Area=22/7 xl57.2mm x30m =14.82sqm MATERIALS 4202 Red oxide Zinc chromate primer litre 0.80 58.00 46.40 9999 Carriage L.S 0.65 1.00 0.65 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Sundries L.S 15.99 1.00 15.99 MATERIALS 0826 Aluminium paint litre 1.19 89.00 105.91 9999 Carriage L.S 2.08 1.00 2.08 9999 Putty, sand paper etc L.S 7.93 1.00 7.93 LABOUR 0131 Painter Day 0.80 141.60 113.28 0115 Coolie Day 0.80 135.25 108.20 9999 Sundries L.S 10.01 1.00 10.01 9999 Wire brushes for cleaning L.S 17.81 1.00 17.81 9999 Extra for delays L.S 101.40 1.00 101.40 TOTAL 629.33 Add 1% for water charges 6.29 TOTAL 635.62 15% for contractor’s profit and overheads 95.34 Cost of 30.00 mtrs 730.96 Cost of 1.00 metre 24.37 Say 24.35
- 48. 624 13.57 Painting with oil type wood preservative of approved brand and manufacture: 13.57.1 New work (Two or more coats ) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0859 Oil type wood preservative litre 1.00 6.00 60.00 9999 Carriage of material L.S 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.15 141.60 21.24 0115 Coolie Day 0.15 135.25 20.29 9999 Brushes etc L.S 4.16 1.00 4.16 9999 Sundries L.S 3.90 1.00 3.90 TOTAL 110.11 Add 1 % for water charges 1.10 TOTAL 111.21 Add 15% for contractor’s profit and overheads 16.68 Cost of 10.00 sqm 127.89 Cost of 1.00 sqm 12.79 Say 12.80 13.58 Providing and applying two coats of fire retardant paint unthinned on cleaned wood/ ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 7240 Fire retardant paint litre 5.70 318.00 1,812.60 9999 Carriage of material L.S 1.43 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0114 Beldar Day 0.54 135.25 73.04 9999 Putty, brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 1,978.35 Add 1 % for water charges 19.78 TOTAL 1,998.13 Add 15% for contractor’s profit and overheads 299.72 Cost of 10.00 sqm 2,297.85 Cost of 1.00 sqm 229.79 Say 229.80 13.59 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 9999 Lime L.S 1.43 1.00 1.43 0324 Coal Tar litre 2.80 16.00 44.80 9999 Carriage of material L.S 1.43 1.00 1.43 0771 Kerosene oil litre 0.50 19.00 9.50
- 49. 625 Code Description Unit Quantity Rate Amount LABOUR 0114 Beldar Day 0.43 135.25 58.16 9999 Brushes etc Day 5.33 1.00 5.33 9999 Sundries L.S 5.33 1.00 5.33 TOTAL 125.98 Add 1% for water charges 1.26 TOTAL 127.24 Add 15% for contractor’s profit and overheads 19.09 Cost of 10.00 sqm 146.33 Cost of 1.00 sqm 14.63 Say 14.65 13.60 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade 13.60.1 Two or more coats on new work- Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0835 Plastic emulsion paint litre 1.21 140.00 169.40 9999 Materials for filling in holes and cracks (putty L.S 6.76 1.00 6.76 etc) 9999 Carriage of material L.S 1.43 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Brushes, sand paper etc L.S 4.15 1.00 10.79 9999 Sundries L.S 6.76 1.00 6.76 TOTAL 344.64 Add 1% for water charges 3.45 TOTAL 348.09 Add 15% for contractor’s profit and overheads 52.21 Cost of 10.00 sqm 400.30 Cost of 1.00 sqm 40.03 Say 40.05 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 13.61.1 Two or more coats on new work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0833 Synthetic enamel paint litre 1.16 115.00 133.40 9999 Materials for filling in holes and cracks (putty L.S 5.33 1.00 5.33 etc) 9999 Carriage L.S 1.43 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 8.06 1.00 8.06
- 50. 626 Code Description Unit Quantity Rate Amount TOTAL 304.48 Add 1% for water charges 3.04 TOTAL 307.52 Add 15% for contractor’s profit and overheads 46.13 Cost of 10.00 sqm 353.65 Cost of 1.00 sqm 35.37 Say 33.35 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0823 Primer litre 0.75 72.00 54.00 9999 Putty L.S 2.73 1.00 2.73 9999 Carriage L.S 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.25 141.60 35.40 0115 Coolie Day 0.25 135.25 33.81 9999 Brushes, sand paper etc L.S 5.33 1.00 5.33 9999 Sundries L.S 10.79 1.00 10.79 MATERIALS 0833 Enamel paint litre 1.16 115.00 133.40 9999 Carriage of paint and material L.S 0.55 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 441.60 Add 1 % for water charges 4.42 TOTAL 446.02 Add 15% for contractor’s profit and overheads 66.90 Cost of 10.00 sqm 512.92 Cost of 1.00 sqm 51.29 Say 51.30 13.63 Painting with aluminium enamel paint of approved brand and manufacture to give an even shade: 13.63.1 Two or more coats on new work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0826 Aluminium paint litre 0.80 89.00 71.20 9999 Carriage of paint and material L.S 1.43 1.00 1.43 9999 Putty etc L.S 2.05 1.00 5.33 LABOUR
- 51. 627 Code Description Unit Quantity Rate Amount 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 11.96 1.00 11.96 TOTAL 246.18 Add 1% for water charges 2.46 TOTAL 248.64 Add-15% for contractor’s profit and overheads 37.30 Cost of 10.00 sqm 285.94 Cost of 1.00 sqm 28.59 Say 28.60 13.64 Painting with acid proof paint of approved brand and manufacture to give an even shade: 13.64.1 Two or more coats on new work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0827 Acid proof paint litre 1.16 93.00 107.88 9999 Carriage of paint L.S 1.43 1.00 1.43 9999 Putty etc L.S 5.33 1.00 5.33 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 278.96 Add 1 % for water charges 2.79 TOTAL 281.75 Add 15% for contractor’s profit and overheads 42.26 Cost of 10.00 sqm 324.01 Cost of 1.00 sqm 32.40 Say 32.40 13.65 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: 13.65.1 Two or more coats on new work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0828 Black anticorrosive bitumastic paint litre 0.95 52.00 49.40 9999 Carriage L.S 0.55 1.00 1.43 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.20 73.04 9999 Putty, brushes, sand paper etc L.S 5.33 1.00 5.33 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 213.72 Add 1 % for water charges 2.14 TOTAL 215.86 Add 15% for contractor’s profit and overheads 32.38 Cost of 10.00 sqm 248.24 Cost of 1.00 sqm 24.82 Say 24.80
- 52. 628 13.66 Floor Painting with floor enamel paint of approved brand and manufacture to give an even shade: 13.66.1 Two or more coats on new work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0831 Floor enamel paint in all shades litre 1.48 100.00 148.00 9999 Carriage L.S 1.43 1.00 1.43 9999 Putty etc L.S 5.33 1.00 5.33 LABOUR 0131 Painter Day 0.54 141.60 76.46 0115 Coolie Day 0.54 135.25 73.04 9999 Brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 319.08 Add 1 % for water charges 3.19 TOTAL 322.27 Add 15% for contractor’s profit and overheads 48.34 Cost of 10.00 sqm 370.61 Cost of 1.00 sqm 37.06 Say 37.05 13.67 Varnishing with varnish of approved brand and manufacture: 13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0856 Undercoat flatting varnish litre 0.70 49.00 34.30 0763 Glue for sizing kilogram 0.07 50.00 3.50 0857 Copal varnish litre 1.16 100.00 116.00 9999 Carriage L.S 0.55 1.00 1.43 9999 Putty for repair to holes etc L.S 2.05 1.00 5.33 LABOUR 0131 Painter (0.36+0.54=0.90) Day 0.90 141.60 127.44 0115 Coolie (0.36+0.54=0.90) Day 0.90 135.25 121.72 9999 Brushes, sand paper etc L.S 2.60 1.00 6.76 9999 Sundries L.S 2.75 1.00 7.15 TOTAL 423.63 Add 1 % for water charges 4.24 TOTAL 427.87 Add 15% for contractor’s profit and overheads 64.18 Cost of 10.00 sqm 492.05 Cost of 1.00 sqm 49.21 Say 49.20
- 53. 629 13.67 Varnishing with varnish of approved brand and manufacture: 13.67.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0856 Ordinary varnish litre 0.70 49.00 34.30 0763 Glue kilogram 0.07 50.00 3.50 0858 Superior spar varnish litre 1.26 105.00 132.30 9999 Carriage L.S 1.43 1.00 1.43 9999 Repair etc L.S 2.73 1.00 2.73 LABOUR 0131 Painter (0.36+0.54=0.90) Day 0.90 141.60 127.44 0115 Coolie (0.36+0.54=0.90) Day 0.90 135.25 121.72 9999 Brushes, sand paper etc L.S 6.76 1.00 6.76 9999 Sundries L.S 7.15 1.00 7.15 TOTAL 437.33 Add 1% for water charges 4.37 TOTAL 441.70 Add 15% for contractor’s profit and overheads 66.26 Cost of 10.00 sqm 507.96 Cost of 1.00 sqm 50.80 Say 50.80 13.68 French spirit polishing: 13.68.1 Two or more coats on new works including a coat of wood filler. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 1000 Spirit litre 1.63 37.00 60.31 9999 Pigment kilogram 7.15 1.00 7.15 0999 Shellac litre 0.24 192.00 46.08 9999 Carriage of material L.S 2.73 1.00 2.73 9999 White woolen cloth, putty L.S 16.12 1.00 16.12 9999 Sand paper cotton etc L.S 13.39 1.00 13.39 9999 Lineseed oil L.S 1.43 1.00 1.43 LABOUR 0131 Painter Day 3.50 141.60 495.60 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 650.87 Add 1% for water charges 6.51 TOTAL 657.38 Add 15% for contractor’s profit and overheads 98.61 Cost of 10.00 sqm 755.99 Cost of 1.00 sqm 75.60 Say 75.60 13.69 Polishing on wood work with ready made wax polish of approved brand and manufacture : 13.69.1 New work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS
- 54. 630 Code Description Unit Quantity Rate Amount 0855 Ready made Wax polish kilogram 0.50 150.00 75.00 9999 Carriage L.S 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.80 141.60 113.28 0115 Coolie Day 0.80 135.25 108.20 9999 Soap, brushes, cloth etc L.S 4.16 1.00 4.16 9999 Sundries L.S 7.15 1.00 7.15 TOTAL 308.18 Add 1 % for water charges 3.08 TOTAL 311.26 Add15% for contractor’s profit and overheads 46.69 Cost of 10.00 sqm 357.95 Cost of 1.00 sqm 35.80 Say 35.80 13.70 Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0855 Wax polish kilogram 0.10 150.00 15.00 LABOUR 0131 Painter Day 0.40 141.60 56.64 0115 Coolie Day 0.40 135.25 54.10 9999 Acetic acid soap, cloth etc L.S 5.33 1.00 5.33 9999 Sundries including Carriage L.S 8.06 1.00 8.06 TOTAL 139.13 Add 1% for water charges 1.39 TOTAL 140.52 Add 15% for contractor’s profit and overheads 21.08 Cost of 10.00 sqm 161.60 Cost of 1.00 sqm 16.16 Say 16.15 13.71 Lettering with black Japan paint of approved brand and manufacture Code Description Unit Quantity Rate Amount Detail of cost for 100 letters of 15 cm height MATERIALS 0829 Paint litre 0.56 65.00 36.40 9999 Carriage L.S 0.91 1.00 0.91 LABOUR 0131 Painter Day 6.00 141.60 849.60 0115 Coolie Day 2.00 135.25 270.50 9999 Painting brushes, turpentine, stencil etc L.S 13.39 1.00 13.39 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 1.178.86 Add 1 % for water charges 11.79 TOTAL 1.190.65 Add15% for contractor’s profit and overheads 178.60 Cost of 100 letters of 15 cm height 1.369.25 Cost of 1 letters of 1 cm height 0.91 Say 0.90
- 55. 631 13.72 Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (Payment for providing grooves shall be made separately). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 3.9 Under layer 12 mm cement plaster with cum 0.144 2,578.45 371.30 Cement mortar 1:4(1 cement: 4 coarse sand). LABOUR 0155 Mason Day 0.67 146.55 98.19 0114 Beldar Day 0.75 135.25 101.44 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding L.S. 8.97 1.00 8.97 Applying cement slurry 0367 Cement tonne 0.02 4,500.00 90.00 2209 Carriage tonne 0.02 47.29 0.95 0114 Beldar Day 0.25 135.25 33.81 Top layer 15 mm thick stone chipping plaster Quantity required = 0.172 cum including wastage Preparation of cement concrete mix 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size) 2911 Stone chippings 10 mm nominal size cum 0.14 700.00 98.00 2202 Carriage of Stone chipping 10 mm nominal cum 0.14 53.21 7.45 size 0982 Coarse sand cum 0.04 600.00 24.00 2203 Carriage of Coarse sand cum 0.04 53.21 2.13 0367 Cement tonne 0.10 4,500.00 450.00 2209 Carriage of Cement tonne 0.10 47.29 4.73 0114 Beldar Day 0.10 135.25 13.52 0101 Bhisti Day 0.05 138.45 6.92 9999 Hire and running charges of mechanical mixer L.S. 4.29 1.00 4.29 9999 Sundries L.S. 2.08 1.00 2.08 LABOUR 0123 Mason 1 st class Day 1.75 151.50 265.12 0114 Beldar Day 1.75 135.25 236.69 0101 Bhisti Day 0.30 138.45 41.54 9999 Scaffolding L.S. 24.44 1.00 24.44 Labour for washing 0123 Mason 1st class Day 1.00 151.50 151.50 0115 Coolie Day 0.50 135.25 67.62 9999 Sundries soft brushes etc L.S. 25.22 1.00 25.22 TOTAL 2,257.28 Add 1 % for water charges 22.52 TOTAL 2,279.85 Add 15% for contractor’s profit and overheads 341.98 Cost of 10.00 sqm 2,621.83 Cost of 1.00 sqm 262.18 Say 262.20
- 56. 632 13.73 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 13.73.1 15 mm wide and 15 mm deep groove Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Second class kail wood in plank 30 x0.015 x0.015m=6.75cudmv- Wastage@ 10%= 0.68 Total = 7.43 cudm Assuming that the battens shall become unserviceable after using 5 times Cost for using once MATERIALS 1198 Second class kail wood in planks 10 cum 0.148 178.00 26.34 9999 Carriage of wood L.S. 0.39 1.00 0.39 Labour for making battens 0112 Carpenter 2nd class Day 0.15 141.60 21.24 0114 Beldar Day 0.15 135.25 20.29 9999 Sundries Day 2.86 1.00 2.86 Labour for nailing the battens to under layer and finishing and repairing grooves O123 Mason 1 st class 106.05 0114 Beldar Day 0.70 151.50 94.68 9999 Nails and cement mortar Day 0.70 135.25 71.76 TOTAL L.S. 71.76 1.00 343.61 Add 1% for water charges 3.44 TOTAL 347.05 Add 15% for contractor’s profit and overheads 52.06 Cost of 30.00 mtrs 399.11 Cost of 1.00 metre 13.30 Say 13.30 13.73 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 13.73.2 20 mm wide and 15 mm deep groove Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Second class kail wood in plank 30 x0.02 x0.015m =9.00 cudm Wastage® 10%= 0.90 Total = 9.90 cudm Assuming that the battens shall become unserviceable after using 5 times Cost for using once MATERIALS 1198 Second class kail wood in planks 10 cum 1.98 178.00 35.24 9999 Carriage of wood L.S. 0.52 1.00 0.52 Labour for making battens
- 57. 633 Code Description Unit Quantity Rate Amount 0112 Carpenter 2nd class Day 0.15 141.60 21.24 0114 Beldar Day 0.15 135.25 20.29 9999 Sundries Day 2.86 1.00 2.86 Labour for nailing the battens to under layer and finishing and repairing grooves O123 Mason 1st class 106.05 0114 Beldar Day 0.70 151.50 94.68 9999 Nails and cement mortar Day 0.70 135.25 71.76 TOTAL L.S. 71.76 1.00 352.64 Add 1% for water charges 3.53 TOTAL 356.17 Add 15% for contractor’s profit and overheads 53.43 Cost of 30.00 mtrs 409.60 Cost of 1.00 metre 13.65 Say 13.65 13.74 Extra for washed grit plaster on exterior walls of height more than 10m from ground level for every additional height of 3 m or part thereof. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 9999 Scaffolding L.S. 215.28 1.00 215.28 0123 Mason 1st class Day 0.30 151.50 45.45 0114 Beldar Day 0.30 135.25 40.57 0101 Bhisti Day 0.15 138.45 20.77 9999 Sundries L.S 28.60 1.00 28.60 TOTAL 350.67 Add 1 % for water charges 3.51 TOTAL 354.18 Add-15% for contractor’s profit and overheads 53.13 Cost of 10.00 sqm 407.31 Cost of 1.00 sqm 40.73 Say 40.75 13.75 Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S 53.82 1.00 53.82 TOTAL 197.19 Add 1 % for water charges 1.97 TOTAL 199.16 Add 15% for contractor’s profit and overheads 29.87 Cost of 10.00 sqm 229.03 Cost of 1.00 sqm 22.90 Say 22.90
- 58. 634 13.76 Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.. Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Second class kail wood in plank {30 xO.025 x0.015m =0.01 lcum} + {30 x0.012 x0.012m =0.004cum} =0.015cum =15.00cudm Wastage @ 10% = 0.15 cudm Total = =15.15cudm Average =15.15/2 =7.57 Assuming that the battens shall become unserviceable after using 5 times = 7.57 Cost for using once = 1.50 cudm 1198 Second class kail wood in planks 10 cum 1.50 178.00 26.34 9999 Carriage of timber L.S. 0.39 1.00 0.39 Labour for making battens 0112 Carpenter 2nd class Day 0.15 141.60 21.24 0114 Beldar Day 0.15 135.25 20.29 9999 Sundries Day 2.86 1.00 2.86 Labour for nailing the battens to under layer and finishing and repairing grooves 0123 Mason 1st class Day 0.70 151.50 106.05 0114 Beldar Day 0.70 135.25 94.68 9999 Nails and cement mortar L.S. 71.86 1.00 71.76 TOTAL 343.97 Add 1% for water charges 3.44 TOTAL 347.41 Add 15% for contractor’s profit and overheads 52.11 Cost of 30.00 mtrs 399.52 Cost of 1.00 metre 13.32 Say 13.30 13.77 Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit, plaster. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0368 (A) Add for White Cement tonne 0.10 9,700.00 970.00 0367 (B) Duduct for Ordinary Cement tonne 0.10 4,500.00 (-)450.00 TOTAL = A - B 520.00 Add 1 % for water charges 5.20 TOTAL 525.20 Add 15% for contractor’s profit and overheads 78.78 Cost of 10.00 sqm 603.98 Cost of 1.00 sqm 60.40 Say 60.40
- 59. 635 13.78 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0868 Premixed super white gypsum plaster @ kg 169.47 5.20 881.24 16.14kg /sqm = 161.40 + 5% wastage = 161.40+8.07= 169.47 kg. LABOUR 0155 Mason Day 1.20 146.55 175.86 0115 Coolie Day 1.20 135.25 162.30 9999 Scaffolding and sundries L.S 12.61 1.00 12.61 TOTAL 1232.01 Add 1 % for water charges 12.32 TOTAL 1244.33 Add 15% for contractor’s profit and overheads 186.65 Cost of 10.00 sqm 1430.98 Cost of 1.00 sqm 143.10 Say 143.10
- 60. 637 SUB HEAD : 14.0 REPAIRS TO BUILDING
- 61. 639 14.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : 14.1.1 With cement mortar 1:4 (1 cement: 4 fine sand) Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm MATERIALS Cement mortar 1:4 (1 cement: 4 fine sand). cum 0.183 2,278.85 417.03 (Rate as per item No 3.4) 0155 Mason Day 1.21 146.55 177.3 0115 Coolie Day 1.29 135.25 174.47 0114 Beldar Day 0.54 135.25 73.04 0101 Bhisti Day 0.92 138.45 127.37 9999 Scaffolding and sundries L.S. 15.21 1.00 15.21 TOTAL 984.45 Add 1% for water charges 9.84 TOTAL 994.29 Add 15% for contractor’s profit and overheads 149.14 Cost of 10.00 sqm 1,143.43 Cost of 1.00 sqm 114.34 Say 114.35 14.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : 14.1.2 With cement mortar 1:4(1 cement: 4 coarse sand). Code Description Unit Quantity Rate Amount Details of cost for 10.00sqrn MATERIALS Cement mortar 1:4 (1 cement: 4 coarse sand). cum 0.183 2578.45 471.86 (Rate as per item No 3.9) LABOUR Day 1.21 146.55 177.33 0155 Mason Day 1.29 135.25 174.47 0115 Coolie Day 1.29 135.25 73.04 0114 Beldar Day 0.54 138.45 73.04 0101 Bhisti Day 0.92 1.00 127.37 9999 Scaffolding and sundries L.S. 15.21 1.00 15.21 TOTAL 1 039.28 Add 1 % for water charges 10.39 TOTAL 1 049.67 Add 15% for contractor’s profit and overheads 157.45 Cost of 10.00 sqm 1 207.12 Cost of 1.00 sqm 120.71 Say 120.70
- 62. 640 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead : 14.2.1 Door chowkhats Code Description Unit Quantity Rate Amount Details of cost for 1.00 No. 0295 20 mm nominal size stone Aggregate cum 0.021 700.00 14.70 0297 10 mm nominal size stone Aggregate cum 0.0072 700.00 5.04 2202 Carriage of Stone aggregate cum 0.0282 53.21 1.50 0982 Coarse sand cum 0.0141 600.00 8.46 2203 Carriage of Coarse sand cum 0.0141 53.21 0.75 0367 Cement tonne 0.0066 4,500.00 29.70 2209 Carriage of Cement tonne 0.0066 47.29 0.31 0114 Beldar Day 0.027 135.25 3.65 0115 Coolie Day 0.0195 135.25 2.64 013O Mistry Day 0.0084 151.50 1.27 0123 Mason (brick layer) 1 st class Day 0.0018 151.50 0.27 0124 Mason 2nd class Day 0.0018 141.60 0.25 0128 Mate Day 0.0012 138.45 0.17 9999 Scaffolding L.S. 1.43 1.00 1.43 9999 Hire and running charges of mechanical mixer L.S. 0.78 1.00 0.78 9999 Sundries L.S. 0.39 1.00 0.39 Cement mortar 1:6 (1 cement: 6 fine sand) cum 0.01 1687.70 16.88 (Rate as per item no. 3.0) 9999 Cement concrete 1:2:4 filled in chase cut L.S. 24.18 1.00 24.18 9999 Painting two coats of coaltar L.S. 13.52 1.00 13.52 9999 Disposal of mulba L.S. 1.82 1.00 1.82 0155 Mason (average) Day 0.50 146.55 73.28 0114 Beldar Day 0.75 135.25 101.44 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 305.16 Add 1% for water charges 3.05 TOTAL 308.21 Add 15% for contractor’s profit and overheads 46.23 Cost of 1.00 chowkhat 354.44 Say 354.45 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead : 14.2.2 Window chowkhats Code Description Unit Quantity Rate Amount Details of cost for 1.00 No 0295 20 mm nominal size stone Aggregate cum 0.014 700.00 9.80 0297 10 mm nominal size stone Aggregate cum 0.0048 700.00 3.36 2202 Carriage of Stone aggregate cum 0.0188 53.21 1.00 0982 Coarse sand cum 0.0094 600.00 5.64 2203 Carriage of Coarse sand cum 0.0094 53.21 0.50 0367 Cement tonne 0.0044 4500.00 19.80 2209 Carriage of Cement tonne 0.0044 47.29 0.21 0114 Beldar Day 0.018 135.25 2.43
- 63. 641 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.013 135.25 1.76 0130 Mistry Day 0.0056 151.50 0.85 0123 Mason 1 st class Day 0.0012 151.50 0.18 0124 Mason 2nd class Day 0.0012 141.60 0.17 0128 Mate Day 0.0008 138.45 0.11 9999 Scaffolding and sundries L.S. 0.91 1.00 0.91 9999 Hire and running charges of mechanical mixer L.S. 0.52 1.00 0.52 9999 Sundries L.S. 0.26 1.00 0.26 Cement mortar 1.6 (1 cement: 6 fine sand) cum 0.006 1687.70 10.13 Rate as per item No. 3.6 9999 Cement concrete 1:2:4 L.S. 9.88 1.00 9.88 9999 Painting two coats of coaltar L.S. 0.91 1.00 0.91 0155 Mason Day 0.33 146.55 48.36 0114 Beldar Day 0.50 135.25 67.62 TOTAL 184.40 Add 1% for water charges 1.84 TOTAL 186.24 Add 15% for contractor’s profit and overheads 27.94 Cost of 1.00 chowkhat 214.18 Say 214.20 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts embedding hold fasts in cement concrete blocks with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 metres lead : 14.2.3 Clerestory window chowkhats Code Description Unit Quantity Rate Amount Detail of cost for 1.00 N0. 0295 20 mm nominal size stone Aggregate cum 0.007 700.00 4.90 0297 10 mm nominal size stone Aggregate cum 0.0024 700.00 1.68 2202 Carriage of Stone aggregate cum 0.0094 53.21 0.50 0982 Coarse sand cum 0.0047 600.00 2.82 2203 Carriage of Coarse sand cum 0.0047 53.21 0.25 0367 Cement tonne 0.0022 4,500.00 9.90 2209 Carriage of Cement tonne 0.0022 47.29 0.10 0114 Beldar Day 0.009 135.25 1.22 0115 Coolie Day 0.0065 135.00 0.88 0130 Mistry Day 0.0028 151.50 0.42 0123 Mason 1 st class Day 0.0006 151.50 0.09 0124 Mason 2nd class Day 0.0006 141.60 0.08 0128 Mate Day 0.0004 138.45 0.06 9999 Scaffolding and sundries L.S. 0.52 1.00 0.52 9999 Hire and running charges of mechanical mixer L.S. 0.26 1.00 0.26 9999 Sundries L.S. 0.13 1.00 0.13 Cement mortar 1:6 (1 cement: 6 fine sand). cum 0.003 1,687.70 5.06 (Rate as per item No. 3.6) 9999 Cement concrete 1:2:4 filled in chase cut L.S. 8.06 1.00 8.06 9999 Painting two coats of coaltar L.S. 0.91 1.00 0.91 0155 Mason (average) Day 0.17 146.55 24.91 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 133.10 Add 1 % for water charges 1.33 TOTAL 134.43 Add 15% for contractor’s profit and overheads 20.16 Cost of 1.00 chowkhat 154.59 Say 154.60
- 64. 642 14.3 Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/chemical fastners of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member and 1 no. on each horizontal member of window chowkhat) including Cost of dash fasteners/ chemical fasteners. Code Description Unit Quantity Rate Amount Details of cost for 1 chowkhat 0114 Beldar Day 0.027 135.25 3.65 0115 Coolie Day 0.0195 135.25 2.64 0130 Mistry Day 0.0084 151.50 1.27 0128 Mate Day 0.0012 138.45 0.17 9,999 Disposal of mulba L.S. 1.82 1.00 1.82 7,019 Dash fastner/ chemical fastner each 6.00 8.00 48.00 9,999 Hire charges of drill machine, scaffolding and L.S. 12.22 1.00 12.22 sundries. TOTAL 69.77 Add 1 % for water charges 0.70 TOTAL 70.47 Add 15% for contractor’s profit and overheads 10.57 Cost of 1.00 chowkhat 81.04 Say 81.05 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish to the nearest dumping ground. 14.4.1 For door/ window/ clerestory window. Code Description Unit Quantity Rate Amount Details of cost for 1 opening of size 0.90 X 2.10=1.89 sqm. Cement mortar 1:6 (1 cement: 6 fine sand). cum 0.01 1,687.70 16.88 9999 Cement concrete 1:2:4 filled in chase cut L.S. 24.57 1.00 24.57 Rate as per item no. 3.6 0124 Mason 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 1.20 135.25 162.30 0115 Coolie Day 0.40 135.25 54.10 9999 Scaffolding and Sundries L.S. 3.50 1.00 3.50 TOTAL 332.15 Add 1% for water charges 3.32 TOTAL 335.47 Add 15% for contractor’s profit and overheads 50.32 Cost of 1.89sqm. 385.79 Cost of 1.00 sqm. 204.12 Say 204.10 14.5 Renewing glass panes, with putty and nails wherever necessary: 14.5.1 Float glass panes of thickness 4 mm Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 Sqm. MATERIALS 2406 Glass panes - 1.00 sqm + 10% wastate= 1.10 Sqm sqm 1.10 248.00 272.80 9999 Carriage including sundries L.S. 1.82 1.00 1.82 0863 Putty for wood work kilogram 0.68 24.00 16.32 9999 Painting or varnishing or beewaxing L.S. 5.33 1.00 5.33 9999 Sundries Nails etc. L.S. 6.76 1.00 6.76
- 65. 643 Code Description Unit Quantity Rate Amount 0119 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.23 135.25 31.11 9999 Sundries such as Rag, cotton etc L.S. 1.43 1.00 1.43 TOTAL 368.14 Add 1% for water charges 3.68 TOTAL 371.82 Add 15% for’contractor’s profit and overheads 55.77 Cost of 1.00 sqm 427.59 Say 427.60 14.5 Renewing glass panes, with putty and nails wherever necessary: 14.5.2 Float glass panes of thickness 5.5 mm Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 sqm. MATERIALS 2407 Glass panes - 1.00 Sqm+10% wastage= 1.10 sqm. sqm 1.10 340.00 374.00 9999 Carriage including sundries L.S. 1.82 1.00 1.82 0863 Putty for wood work Kilogram 0.68 24.00 16.32 9999 Painting or varnishing or beewaxing L.S. 5.33 1.00 5.33 9999 Sundries Nails etc. L.S. 6.76 1.00 6.76 0119 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.23 135.25 31.11 9999 Sundries such as Rag, cotton etc L.S. 1.43 1.00 1.43 TOTAL 469.34 Add 1% for water charges 4.69 TOTAL 474.03 Add 15% for contractor’s profit and overheads 71.10 Cost of 1.00 sqm 545.13 Say 545.15 14.6 Renewing glass panes, with wooden fillets wherever necessary: 14.6.1 Float glass panes of thickness 4 mm Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 sqm. MATERIALS 2406 Glass panes =1 sqm + 0.1 sqm (wastage @ sqm 1.10 248.00 272.80 10%)=1.10 sqm. Wooden fillets - 1189 Second class teak wood in scantling 10 cudm 0.25 394.00 9.85 1194 Second class deodar wood in planks 10 cudm 0.25 335.00 8.38 1196 First class kail wood in planks 10 cudm 0.25 186.00 4.65 9999 Painting or varnishing or beewaxing L.S. 4.42 1.00 4.42 9999 Sundries Nails etc. L.S. 2.73 1.00 2.73 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0119 Glazier Day 0.25 141.60 35.40 0114 Beldar Day 0.45 135.25 60.86 9999 Sundries such as Rag, cotton etc L.S. 1.82 1.00 1.82 TOTAL 429.23 Add 1% for water charges 4.29 TOTAL 433.52 Add 15% for contractor’s profit and overheads 65.03 Cost of 1.00 sqm 498.55 Say 498.55
- 66. 644 14.6 Renewing glass panes, with wooden fillets wherever necessary: 14.6.2 Float glass panes of thickness 5.5 mm Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 sqm. MATERIALS Glass panes =1 sqm + 0.10 sqm (wastage @ sqm 1.10 340.00 374.00 10%)= 1.10 sqm Wooden fillets - 1189 Second class teak wood in scantling 10 cudm 0.25 394.00 9.85 1194 Second class deodar wood in planks 10 cudm 0.25 335.00 8.38 1196 First class kail wood in planks 10 cudm 0.25 186.00 4.65 9999 Painting or varnishing or beewaxing L.S. 4.42 1.00 4.42 9999 Sundries Nails etc. L.S. 2.73 1.00 2.73 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0119 Glazier Day 0.25 141.60 35.40 0114 Beldar Day 0.45 135.25 60.86 9999 Sundries such as Rag, cotton etc L.S. 1.82 1.00 1.82 TOTAL 530.43 Add 1 % for water charges 5.30 TOTAL 535.73 Add 15% for contractor’s profit and overheads 80.36 Cost of 1.00 sqm 616.09 Say 616.10 14.7 Renewing glass panes and refixing existing wooden fillets: 14.7.1 Float glass panes of thickness 4 mm Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 sqm. MATERIALS Glass panes = 1.00 sqm Add Wastage @ 10% = 0.l0sqm 2406 Total = 1.10 sqm sqm 1.10 248.00 272.80 9999 Carriage of glasspanes and other materials L.S. 2.73 1.00 2.73 9999 Sundries Nails etc. L.S. 9.88 1.00 9.88 9999 Methylated spirit L.S. 5.33 1.00 5.33 0119 Glazier Day 0.30 141.60 42.48 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S. 1.43 1.00 1.43 TOTAL 375.22 Add 1% for water charges 3.75 TOTAL 378.97 Add 15% for contractor’s profit and overheads 56.85 Cost of 1.00 sqm 435.82 Say 435.80
- 67. 645 14.7 Renewing glass panes and refixing existing wooden fillets: 14.7.2 Float glass panes of thickness 5.5 mm Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 sqm. MATERIALS Glass panes = 1.00 sqm Add Wastage @ 10% = 0.1 sqm 2407 Total = 1.10 sqm sqm 1.10 340.00 374.00 9999 Carriage of glasspanes and other materials L.S. 2.73 1.00 2.73 9999 Sundries Nails etc. L.S. 9.88 1.00 9.88 9999 Methylated spirit L.S. 5.33 1.00 5.33 0119 Glazier Day 0.30 141.60 42.48 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S. 1.43 1.00 1.43 TOTAL 476.42 Add 1% for water charges 4.76 TOTAL 481.18 Add 15% for contractor’s profit and overheads 72.18 Cost of 1.00 sqm 553.36 Say 553.35 14.8 Supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets Code Description Unit Quantity Rate Amount Details of cost for 10.00 metres length MATERIALS 2nd class teak wood in planks 10.00x0.01x0.01 = 1.00 cudm Add 15% wastage = 0.15 cudm 1190 Total = 1.15 cudm 10 cudm 1.15 410.00 47.15 9999 Nails L.S. 26.91 1.00 26.91 LABOUR 0112 Carpenter 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S. 2.73 1.00 2 73 TOTAL 146.00 Add 1% for water charges 1.46 TOTAL 147.46 Add 15% for contractor’s profit and overheads 22.12 Cost of 10.00 metre 169.58 Cost of 1.00 metre 16.96 Say 16.95 14.8 Supplying and fixing new wooden fillets wherever necessary: 14.8.2 Hollock wood fillets. Code Description Unit Quantity Rate Amount Details of cost for 10 metres length MATERIALS Hollock wood in scantling 10.00x0.01x0.01 = 1.00 cudm Add 15% wastage =0.15 cudm
- 68. 646 Code Description Unit Quantity Rate Amount 2466 Total = 1.15 cudm 10 cudm 1.15 217.00 24.96 9999 Nails L.S. 26.91 1.00 26.91 LABOUR 0112 Carpenter 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 123.81 Add 1% for water charges 1.24 TOTAL 125.05 Add 15% for contractor’s profit and overheads 18.76 Cost of 10.00 metre 143.81 Cost of 1.00 metre 14.38 Say 14.40 14.9 Renewal of old putty of glass panes (length) Code Description Unit Quantity Rate Amount Details of cost for 13.00 metres length MATERIALS 0863 Cost of putty kilogram 0.68 24.00 16.32 9999 Nails L.S. 7.15 1.00 7.15 9999 Spirit L.S. 2.73 1.00 2.73 LABOUR 0112 Carpenter 2nd class Day 0.30 141.60 42.48 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S. 1.43 1.00 1.43 TOTAL 110.68 Add 1% for water charges 1.11 TOTAL 111.79 Add 15% for contractor’s profit and overheads 16.77 Cost of 13.00 metres 128.56 Cost of 1.00 metre 9.89 Say 9.90 14.10 Refixing old glass panes with putty and nails Code Description Unit Quantity Rate Amount Details of cost for 10 glasses area each 0.10 sqm. 0863 Cost of putty kilogram 0.68 24.00 16.32 9999 Spirit L.S. 2.73 1.00 2.73 9999 Nails L.S. 7.15 1.00 7.15 LABOUR 0119 Glazier Day 0.30 141.60 42.48 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S. 1.43 1.00 1.43 TOTAL 110.68 Add 1% for water charges 1.11 TOTAL 111.79 Add 15% for contractor’s profit and overheads 16.77 Cost of 1.00 sqm 128.56 Say 128.55
- 69. 647 14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets) Code Description Unit Quantity Rate Amount Details of cost for 1.00 sqm LABOUR 0119 Glazier Day 0.30 141.60 42.48 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S. 1.43 1.00 1.43 9999 Nails L.S. 3.90 1.00 3.90 TOTAL 88.38 Add 1% for water charges 0.88 TOTAL 89.26 Add 15% for contractor’s profit and overheads 13.39 Cost of 1.00 sqm 102.65 Say 102.65 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. Code Description Unit Quantity Rate Amount Details of cost for each fan clamp. MATERIALS 1003 M.S.bar 16mm dia = 40cm (including qtl 0.00632 3050.00 19.28 wastage) @ 1.58 Kg/m = 0.632 Kg 9999 Cement concrete 1:2:4 (1 Cement: 2 Coarse L.S. 13.52 1.00 13.52 sand : 4 graded stone aggregate 20mm nominal size) mortar for rendering or plastering 9999 Painting two or more coats to exposed portion L.S. 7.15 1.00 7.15 of the clamp including priming coat Labour for fixing 0102 Blacksmith 1st class Day 0.03 151.50 4.54 0124 Mason 2nd class Day 0.12 141.60 16.99 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 98.02 Add 1% for water charges 0.98 TOTAL 99.00 Add 15% for contractor’s profit and overheads 14.85 Cost of 1 each 113.85 Say 113.85 14.13 Regrading terracing of mud phaska covered with tiles or brick, in cement by dismantling tiles or bricks, removing mud plaster preparing the surface of mud phaska to proper slope relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand) including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 metres lead. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm (i) Dismantling tiles/bricks in cement mortar including removing mud plaster and cleaning the tiles/bricks LABOUR
- 70. 648 Code Description Unit Quantity Rate Amount 0155 Mason (average)) Day 0.54 146.55 79.14 0114 Beldar Day 0.54 135.25 73.04 (ii) Preparing the surface, for mud phuska to proper slope, relaying mud plaster gobri leeping. 0155 Mason (average)) Day 0.27 146.55 39.57 25mm thick mud plaster including gobri leaping MATERIALS Mud mortar (Rate as per item No 3.18 cum 0.24 156.85 37.64 0308 Bhusa quintal 0.084 200.00 16.80 2131 Gobri mortar cum 0.12 156.85 18.82 LABOUR 0114 Beldar Day 0.25 135.25 33.81 (iii) relaying tiles/bricks cum 2870.00 0.061 175.07 including Cement mortar 1:3 (1 Cement: 3 fine sand) for grouting (Rate as per item No. 3.3 LABOUR 0115 Mason Day 1.20 146.55 175.86 0114 Beldar Day 1.50 135.25 202.88 0101 Bhisti Day 1.00 138.45 38.45 9999 Disposal of mulba L.S. 5.33 1.00 5.33 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 999.14 Add 1 % for water charges 9.99 TOTAL 1,009.13 Add 15% for contractor’s profit and overheads 151.37 Cost of 10.00 sqm 1,160.50 Cost of 1.00 sqm 116.05 Say 116.05 14.14 Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement: 4 coarse sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead: 14.14.1 Red/ white sand stone slabs 30 to 50 mm thick. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm Dismantling existing stone, slabs roofing 1x10.00 sqmx0.05m = 0.50 cum. 0114 Beldar Day 0.885 135.25 119.70 0115 Coolie Day 0.375 135.25 50.72 9999 Sundries L.S. 4.03 1.00 4.03 9999 Cleaning the surface including necessary L.S. 40.43 1.00 40.43 repairs 1174 Red sand stone slab 45 mm and 50 mm thick sqm 11.00 145.00 1,595.00 (un-dressed) 2216 Carriage of Stone slabs tonne 1.41 47.29 66.68 Cement mortar, 1:4(1 cement: 4 coarse sand). cum 0.0105 2,578.45 27.07 (Rate as per item No. 3.9 of SH - Mortar) Cement mortar 1:3 (1 cement :3 fine sand). (Rate as per item 3.3 of SH- Mortar) cum 0.0075 2,870.00 21.52 0155 Mason Day 1.69 146.55 247.67 0100 Bandhani Day 2.03 138.45 281.05
- 71. 649 Code Description Unit Quantity Rate Amount 0115 Coolie Day 1.69 135.25 228.57 0101 Bhisti Day 0.34 138.45 47.07 9999 Sundries L.S. 16.12 1.00 16.12 2264 Carriage of Rubbish cum 0.50 53.21 26.60 TOTAL 2,772.23 Add 1% for water charges 27.72 TOTAL 2,799.95 Add 15% for contractor’s profit and overheads 419.99 Cost of 10.00 sqm 3,219.94 Cost of 1.00 sqm 321.99 Say 322.00 14.15 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead: 14.15.1 Sal wood battens. Code Description Unit Quantity Rate Amount Details of cost for 10 battens i.e. 300 cudm 3 metres long of 100x100mm 10x3x0.1x0.1 = 0.3cum =300cudm Add wastage @ 2%= 6 cudm, Total = 306.00 cudm MATERIALS 1199 Sal wood battens 10 cudm 306.00 218.00 6,670.80 2204 Carriage of battens cum 0.306 60.81 18.61 LABOUR Taking out the existing battens and refixing new one including supporting the roof 0112 Carpenter 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 2.00 135.25 270.50 9999 Disposal of mulba L.S. 5.33 1.00 5.33 9999 Making good the holes including sundries L.S. 80.73 1.00 80.73 0859 Oil type wood preservative litre 1.22 60.00 73.20 0131 Painter Day 0.183 141.60 25.91 0115 Coolie Day 0.183 135.25 24.75 9999 Carriage L.S. 0.78 1.00 0.78 9999 Brushes L.S. 5.07 1.00 5.07 9999 Sundries L.S. 4.81 1.00 4.81 TOTAL 7,251.29 Add 1% for water charges 72.51 TOTAL 7,323.80 Add 15% for contractor’s profit and overheads 1,098.57 Cost of 300 Cudm 8,422.37 Cost of 1.00 cum 28,074.57 Say 28,074.55
- 72. 650 14.16 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.16.1 Not exceeding 4.00 metres in length. 14.16.1.1 Sal wood beams Code Description Unit Quantity Rate Amount Details of cost for one beam i.e. 300 cudm. 0.25 x 0.30m x 4.0m (long) = 0.30 cum Add wastage @ 2% (0.006 cum) = 0.306 cum = 306 cudm Propping the roof MATERIALS 100mm diameter ballies 4m long 10 nos. 100x100mm salwood battens 1.0 metre long 5 nos.x 1.0x0.1 xO. 1 =0.05cum = 50 cudm. These materials can be used for 16 times Hence qty for one operation 1/16 = 3.125 cudm 1199 Sal wood beams 10 cudm 3.125 218.00 68.12 2204 Carriage of Timber cum 0.0228 60.81 1.39 LABOUR 0112 Carpenter 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 (ii) Taking out the existing beams etc. LABOUR 0155 Mason (Avarage) Day 0.13 146.55 19.05 0100 Bandhani Day 0.50 138.45 69.22 0114 Beldar Day 0.33 135.25 44.63 (iii) Renewal (a) Materials and Labour 1199 Sal wood beam wrought 10 cudm 306.00 218.00 6,670.80 2204 Carriage of beams cum 0.306 60.81 18.61 0112 Carpenter 2nd class Day 1.00 141.60 141.60 0100 Bandhani Day 0.50 138.45 69.22 0114 Beldar Day 1.00 135.25 135.25 Painting with oil preservative (4x1.1) +(2.0x0.25x0.30) =4.4 + 0.15 = 4.55- sqm 0859 Paint litre 0.455 60.00 27.30 0131 Painter Day 0.07 141.60 9.91 0115 Coolie Day 0.07 135.25 9.47 9999 Sundries L.S. 0.13 1.00 0.13 9999 Carriage L.S. 1.82 1.00 1.82 9999 Brushes L.S. 1.82 1.00 1.82 9999 Making good the holes L.S. 20.67 1.00 20.67 9999 Sundries L.S. 26.91 1.00 26.91 0302 SafedaBalli 125mmdia mtr 2.50 29.00 72.50 TOTAL 7,477.63 Add 1% for water charges 74.78 TOTAL 7,552.41 Add 15% for contractor’s profit and overheads 1,132.86 Cost of 300 Cudm 8,685.27 Cost of 1.00 cum 28,950.90 Say 28,950.90
- 73. 651 14.16 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.16.1 Not exceeding 4.00 metres in length. 14.16.1.2 Hollock wood beams Code Description Unit Quantity Rate Amount Details of cost for one beam i.e. 300 cudm. 0.25 x 0.30m x 4.0m (long) = 0.30 cum Add wastage @ 2% (0.006 cum) = 0.306 cum =306cudm (I) Propping the roof MATERIALS 100mm diameter bailies 4m long 10 nos. 100x100mm Hallock wood Ballens 1.0 metre long 5 nos.x 1.0x0.1x0.1 =0.05cum = 50 cudm. These materials can be used for 16 times hence qty for one operation 1/16 = 3.125 cudm 2466 Hollock wood beams 10 cudm 3.125 217.00 67.81 2204 Carriage of Timber cum 0.0228 60.81 1.39 LABOUR 0112 Carpenter 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 (ii) Taking out the existing beams etc. (a) LABOUR 0155 Mason Day 0.13 146.55 19.05 0100 Bandhani Day 0.50 138.45 69.22 0114 Beldar Day 0.33 135.25 44.63 (iii) Renewal (a) Materials and Labour 2466 Hollock wood in scantling 10 cudm 306.00 217.00 6,640.20 2204 Carriage of Timber cum 0.306 60.81 18.61 0112 Carpenter 2nd class Day 1.00 141.60 141.60 0100 Bandhani Day 0.50 138.45 69.22 0114 Beldar Day 1.00 135.25 135.25 Painting with oil preservative (4x1.1)+ (2.0x0.25x0.30) =4.4+ 0.15 =4.55 sqm 0859 Oil type wood preservative litre 0.455 60.00 27.30 0131 Painter Day 0.07 141.60 9.91 0115 Coolie Day 0.07 135.25 9.47 9999 Sundries L.S. 0.13 1.00 0.13 9999 Carriage L.S. 1.82 1.00 1.82 9999 Brushes L.S. 1.82 1.00 1.82 9999 Making good the holes L.S. 20.67 1.00 20.67 9999 Sundries L.S. 26.91 1.00 26.91 0302 Safeda Balli 125 mm dia mtr 2.50 29.00 72.50 TOTAL 7,446.72 Add 1% for water charges 74.47 TOTAL 7,521.19 Add 15% for contractor’s profit and overheads 1,128.18 Cost of 300 Cudm 8,649.37 Cost of 1.00 cum 28,831.23 Say 28,831.20
- 74. 652 14.16 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead: 14.16.2 Above 4.00 metres and upto 5.00 metres length. 14.16.2.1 Sal wood beams Code Description Unit Quantity Rate Amount Details of cost for one beam i.e. 375 cudm. 0.25 x 0.30m x 5.0m (long) = 0.375 cum Add wastage @ 2% (0.008 cum) = 0.383 cum =383 cudm (I) Propping the roof MATERIALS 125mm diameter ballies 5m long 12 nos 100x100mm salwood battens 1.0 metre long 6 nos. x 1.0x0.1 xO. 1 =60 cudm. These materials can be used for 16 times hence qty for one operation 1/16 = 3.75 cudm 1199 Sal wood beams 10 cudm 3.75 218.00 81.75 2204 Carriage of Timber cum 0.0498 60.81 3.03 LABOUR 0112 Carpenter 2nd class Day 0.25 141.60 35.40 0 114 Beldar Day 0.25 135.25 33.81 (ii) Taking out the existing beams etc. LABOUR 0155 Mason Day 0.25 146.55 36.64 0100 Bandhani Day 0.63 138.45 87.22 0114 Beldar Day 0.50 135.25 67.62 (iii) Renewal Materials and Labour 1199 Sal wood in scantling 10 cudm 383.00 218.00 8,349.40 2204 Carriage of Timber cum 0.383 60.81 23.29 0112 Carpenter 2nd class Day 1.00 141.60 141.60 0100 Bandhani Day 1.00 138.45 138.45 0 114 Beldar Day 2.00 135.25 270.50 Painting with oil preservative (2x5x0.25)+3.0 + 2.0x0.25x0.30 = 5.5 + 0.15 = 5.65 sqm 0859 Oil type wood preservative litre 0.565 60.00 33.90 0131 Painter Day . 0.08 141.60 11.33 0115 Coolie Day 0.08 135.25 10.82 9999 Sundries L.S. 0.26 1.00 0.26 9999 Carriage L.S. 2.34 1.00 2.34 9999 Brushes L.S. 2.21 1.00 2.21 9999 Making good the holes L.S. 20.67 1.00 20.67 9999 Sundries L.S. 33.15 1.00 33.15 0302 Safeda balli 125 mm dia mtr 3.75 29.00 108.75 TOTAL 9,492.14 Add 1% for water charges 94.92 TOTAL 9,587.06 Add 15% for contractor’s profit and overheads 1,438.06 Cost of 375 Cudm 11,025.12 Cost of 1.00 cum 29,400.32 Say 29,400.30
- 75. 653 14.16 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.16.2 Above 4.00 metres and upto 5.00 metres length. 14.16.2.2 Hollock wood beams Code Description Unit Quantity Rate Amount Details of cost for one beam i.e. 375 cudm. 0.25 x 0.30m x 5.0m (long) = 0.375 cum Add wastage @ 2% (0.008 cum) = 0.383 cum = 3 83 cudm (I) Propping the roof MATERIALS 125mm diameter bailies 5m long 12 nos 100x100mm salwood battens 1.0 metre long 6 nos. x 1.0x0.1x0.1 = 60 cudm. These materials can be used for 16 times hence qty for one operation 1/16 = 3.75 cudm 2466 Hollock wood in scantling 10 cudm 3.75 217.00 81.38 2204 Carriage of Timber cum 0.0375 60.81 2.28 LABOUR 0112 Carpenter 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 (ii) Taking out the existing beams etc. LABOUR 0155 Mason Day 0.25 146.55 36.64 0100 Bandhani Day 0.63 138.45 87.22 0114 Beldar Day 0.50 135.25 67.62 (iii) Renewal Materials and Labour 2466 Hollock wood in scantling 10 cudm 383.00 127.00 8,311.10 2204 Carriage of Timber cum 0.383 60.81 23.29 0112 Carpenter 2nd class Day 1.00 141.60 141.60 0100 Bandhani Day 1.00 138.45 138.45 0114 Beldar Day 2.00 135.25 270.50 Painting with oil preservative (2x5xO.25)+3.O + 2.0x0.25x0.30 = 5.5 + 0.15 = 5.65 sqm 0859 Oil type wood preservative litre 0.565 60.00 33.90 0131 Painter Day 0.08 141.60 11.33 0115 Coolie Day 0.08 135.25 10.82 9999 Sundries L.S. 0.26 1.00 0.26 9999 Carriage L.S. 2.34 1.00 2.34 9999 Brushes L.S. 2.21 1.00 2.21 9999 Making good the holes L.S. 20.67 1.00 20.67 9999 Sundries L.S. 33.15 1.00 33.15 0302 Safedaballi 125 mm dia mtr 3.75 29.00 108.75 TOTAL 9,452.72 Add 1 % for water charges 94.53 TOTAL 9,547.25 Add-15% for contractor’s profit and overheads 1,432.09 Cost of 375 Cudm 10,979.34 Cost of 1.00 cum 29,278.24 Say 29,278.20
- 76. 654 14.17 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm LABOUR 0114 Beldar Day 0.53 135.25 71.68 0 115 Coolie Day 0.08 135.25 10.82 0101 Bhisti Day 0.07 138.45 9.69 9999 Sundries L.S. 1.43 1.00 1.43 TOTAL 93.62 Add 1% for water charges 0.94 TOTAL 94.56 Add 15% for contractor’s profit and overheads 14.18 Cost of 10.00 sqm 108.74 Cost of 1.00 sqm 10.87 Say 10.85 14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : 14.18.1 With F.P.S. brick tiles Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm MATERIALS Cement mortar 1:3 (1 cement: 3 fine and) cum 0.015 2,870.00 43.05 (Rate as per item No. 3.3) 2% of wt. of cement 1213 Water proofing materials kilogram 0.153 20.00 3.06 LABOUR 0115 Coolie Day 0.36 135.25 48.69 0124 Mason 2nd class Day 0.36 141.60 50.98 0101 Bhisti Day 0.36 138.45 49.84 9999 Sundries L.S. 18.85 1.00 18.85 TOTAL 214.47 Add 1% for water charges 2.14 TOTAL 216.61 Add 15% for contractor’s profit and overheads 32.49 Cost of 10.00 sqm 249.10 Cost of 1.00 sqm 24.91 Say 24.90 14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska : 14.18.2 With modular brick tiles Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm MATERIALS Cement mortar, 1:3 (1 cement: 3 fine sand). cum 0.017 2870.00 48.79 (Rate as per item No. 3.3) 1213 Water proofing material 2% of wt. of cement kilogram 0.173 20.00 3.46
- 77. 655 Code Description Unit Quantity Rate Amount LABOUR 0115 Coolie Day 0.36 135.25 48.69 0124 Mason 2nd class Day 0.36 141.60 50.98 0101 Bhisti Day 0.36 138.00 49.84 9999 Sundries L.S. 18.85 1.00 18.85 TOTAL 220.61 Add 1 % for water charges 2.21 TOTAL 222.82 Add 15% for contractor’s profit and overheads 33.42 Cost of 10.00 sqm 256.24 Cost of 1.00 sqm 25.62 Say 25.60 14.19 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs M.S. Flats 40x6mm @ 1.9kg./m = 30x1.9 = 57 kg.(A) J’ hook bolts @ 30cm centre to centre = 101 Nos. x 0.15 m = 15.15 m @ 0.40kg./m = 6.06kg Total (A+B) = 63.06 kg Say 63.00 kgs LABOUR 0103 Blacksmith 2nd class Day 0.09 141.60 12.74 0100 Bandhani Day 0.06 138.45 8.31 0114 Beldar Day 0.16 135.25 21.64 TOTAL 42.69 Add 1% for water charges 0.43 TOTAL 43.12 Add-15% for contractor’s profit and overheads 6.47 Cost for 63 kg. 49.59 Cost of 1.00 kg 0.79 Say 0.80 14.20 Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. Code Description Unit Quantity Rate Amount Detail of cost for 20.2 m wind tie MATERIALS 1023 G.I. - J or L hooks with nuts and bolts 8 mm 10 Nos 68.00 58.00 394.40 dia @ 30 cm center to center = 68 nos 1208 Bitumen washer 100 Nos 68.00 18.00 12.24 1209 G.I. Washer (thick) 100 Nos 68.00 27.00 18.36 9999 Carriage of bolts, nuts and washers etc. L.S. 1.17 1.00 1.17 LABOUR 0102 Blacksmith 1st class Day 0.34 151.50 51.51 0114 Beldar Day 0.34 135.25 45.99 9999 Sundries L.S. 13.91 1.00 13.91 Applying priming coat with ready mixed zink chromate yellow primer 20.2x2x(0.04+0.006) = 1.86 sqm
- 78. 656 Code Description Unit Quantity Rate Amount (Rate as per item no 13.50.3 of SH Finishing) sqm 1.86 12.65 23.53 (A) Painting with ready mixed black anti corrosive bitumastic paint (‘Rate as per item no 13.65.1 of SH Finishing) sqm 1.86 24.80 46.13 (A) TOTAL 607.24 Add 1% for water charges on all except ‘A’ 5.38 TOTAL 612.62 Add 15% for contractor’s profit and overheads 81.44 on all except ‘A’ Cost for 20.2 metres 694.06 Cost of 1.00 metre 34.36 Say 34.35 14.21 Renewing bottom rail and/or top rubber of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. Code Description Unit Quantity Rate Amount Detail of cost for gate of size 1.52x2.4 m (weight 11.55 kg) MATERIALS M.S. Tee 40x40x6 mm Top rail = 1.725 m– Bottom rail = 1.570 m Total = 3.295 m say 3.30 m @ 3.5 kg/m = 11.55 kg Add 10% wastage = 1.155 kg 1007 2205 1007 Total = 12.705 kg = 0.1270 q say 0.13 q quintal 0.13 3100.00 403.00 2205 Carriage of Tee 12.70 kg = 0.13 q tonne 0.013 47.29 0.61 Taking out collapsible gate including frame (Rate as per item no 15.12.2 of SH each 1.00 75.35 75.35 (A) Dismantling and Demolishing) Refixing of collapsible gate including mending good the demaged floor, wall etc.frame Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (Rate as per item no 4.2.5 of SH concrete work) cum 0.03 3112.70 93.38 (A) Cement mortar, 1:6 (1 cement: 6 fine sand) cum 0.01 1687.70 16.88 (Rate as per item No. 3.6 of SH- mater) 9999 Cement concrete 1:2:4 filled in chase cut L.S. 24.18 1.00 24.18 9999 Disposal of mulba L.S. 1.82 1.00 1.82 Priming coat on Tees 0.16x3.3 = 0.53 sqm (Rate as per item no 13.50 of SH Finishing) sqm 0.53 12.65 6.70 (A) Labour for fixing the gate 0155 Mason Day 0.50 146.55 73.28 0114 Beldar Day 0.75 135.25 101.44 9999 Sundries L.S. 2.60 1.00 2.60 TOTAL 799.24 Add 1% for water charges on all except ‘A’ 6.24 TOTAL 805.48 Add 15% for contractor’s profit and overheads 94.51 on all except ‘A’ Cost for 11.55 kg 899.99 Cost of 1.00 kg 77.92 Say 77.90
- 79. 657 14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. 14.22.1 Wheel 50 mm dia. and below. Code Description Unit Quantity Rate Amount Detail of cost for 10 wheels of 40 mm dia. Materials to be dismentled Weight of 10 wheels 10x[3.14x{(4/2)x(4/2)}x4]x7.850/1000 = 3.94 kg Weight of 10 nos clamps 6 mm thick =10xlength of clamp =10x0.17m @ 1.90kg/m = 3.23 kg Weight of 10 nos 10 mm dia. Bolts, 10 cm long 10x0.10m = lm @ 0.60 kg/m = 0.60 kg Total = 7.70 kg say 8 kg Labour for dismantling: 0103 Blacksmith 2nd class Day 0.01 141.60 1.42 0100 Bandhani Day 0.01 138.45 1.38 0114 Beldar Day 0.02 135.25 2.70 9999 Sundries L.S. 0.39 1.00 0.39 Renewing the wheels with clamps :- MATERIALS 7442 10 nos wheels 40 mm dia. 40 mm wide each 10.00 52.00 520.00 10 nos clamps out of M.S. flat 40x6 mm, 170 mm long = 10x0.17m = 1.70m @ 1.9 kg/m = 3.23 kg Add 5% wastage = 0.16 kg 1008 Total = 3.39 kg say 3.50 kg quintal 0.035 2900.00 101.50 1034 M.S. bolt/pin 10 mm dia 10 cm long 10 nos quintal 0.006 4300.00 25.80 10x0.06 = 0.6 kg = 0.006 q 1215 Welding charges (electrical) length = cm 80.00 1.00 80.00 10x(2x4) = 80cm Labour for cutting, assembling and errection charges; 0102 Blacksmith 1st class Day 0.03 151.50 4.54 0100 Bandhani Day 0.02 138.45 2.77 0114 Beldar Day 0.11 135.25 14.88 Priming coat: = 10x2(0.06+0.008)x0.25m = 0.34 sqm Tees 0.16x3.3 = 0.53 sqm (A) (Rate as per item no 13.50.3 of SH Finishing) sqm 0.165 12.65 2.09 (A) 9999 Sundries L.S. 1.69 1.00 1.69 TOTAL 759.16 Add 1% for water charges on all except ‘A’ 7.57 TOTAL 766.73 Add15% for contractor’s profit and overheads 114.70 on all except ‘A’ Cost for 10 wheels 881.43 Cost for 1 wheel 88.14 Say 88.15
- 80. 658 14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. 14.22.2 Wheel above 50 mm dia. Code Description Unit Quantity Rate Amount Detail of cost for 10 wheels Considering average wheel dia =75 mm Width of wheel =40 mm M.S. flat for clamp = 60x8 mm Bolt size 16 mm dia. Lenth of one clamp : 2x(0.04+0.0375+0.02)+0.05 =0.195+0.05=0.245m say 0.25m Materials to be dismentled Weight of 10 nos wheels 10x[3.14x{(7.5/2)x(7.5/2)}x4]x7.850/1000 = 13.87 kg Weight of 10 nos clamps 8 mm thick = 10x0.25 m @ 3.8kg/m = 9.50 kg Weight of 10 nos 16 mm dia. Bolts, 10 cm long 10x0.10 m @ 1.60 kg/m = 1.60 kg Total = 24.97 kg say 25 kg Labour for dismantling: 0103 Blacksmith 2nd class Day 0.04 141.60 5.66 0100 Bandhani Day 0.03 138.45 4.15 0114 Beldar Day 0.06 135.25 8.12 9999 Sundries L.S. 1.04 1.00 1.04 Renewing the wheels with clamps :- MATERIALS 7442 10 nos wheels 75 mm dia. 40 mm wide each 10.00 52.00 520.00 10 nos clamps out of M.S. flat 60x8 mm = 10x0.25 m @ 3.8 kg/m = 9.5 kg Add 5% wastage = 0.48 kg 1008 Total = 9.48 kg say 10 kg quintal 0.10 2,900.00 290.00 1034 M.S. bolt/pin 16 mm dia 10 cm long 10 nos quintal 0.016 4,300.00 68.80 10x0.16= 1.6 kg = 0.016 q 1215 Welding charges (electrical) lenth = 10x(2x6) cm 120.00 1.00 120.00 Labour for cutting, assembling and errection charges; 0102 Blacksmith 1st class Day 0.10 151.50 15.15 0100 Bandhani Day 0.05 138.45 6.92 0114 Beldar Day 0.36 135.25 48.69 Priming coat: = 10x2(0.06+0.008)x0.25m = 0.34 sqm Tees 0.16x3.3 = 0.53 sqm (A) (Rate as per item no 13.50.3 of SH Finishing) sqm 0.34 12.65 4.30(A) 9999 Sundries L.S. 5.33 1.00 5.33 TOTAL 1,098.16 Add 1% for water charges on all except ‘A’ 10.94 TOTAL 1,109.10 Add 15% for contractor’s profit and overheads 165.72 on all except ‘A’ Cost for 10 wheels 1,274.82 Cost for 1 wheel 127.48 Say 127.50
- 81. 659 14.23 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. Code Description Unit Quantity Rate Amount Details for 10.91 Kiloletre Pumping hours 3 hrs. or 0.375 days 0011 Cost of pumping water with 4000 Iitres per Day 0.375 300.00 112.50 hour capacity pump 0114 Beldar for clearing slush Day 2.00 135.25 270.50 TOTAL 383.00 Add for water charge @ 1 % 3.83 TOTAL 386.83 Add for contractor’s profit and over-heads @ 58.02 15% Cost of 10.91 Kiloletre 444.85 Cost of 1 Kiloletre 40.77 Say 40.75 14.24 Mud mortar Code Description Unit Quantity Rate Amount Detail of cost for one cum MATERIALS 0811 Mud (dry) cum 1.08 20.00 21.60 LABOUR 0114 Beldar Day 0.63 135.25 85.21 0101 Bhisti Day 0.315 138.45 43.61 9999 Sundries L.S. 6.45 1.00 6.45 TOTAL 156.87 Cost of one cum 156.87 Say 156.85 14.25 Brick work with bricks of class designation 75 in mud mortar Code Description Unit Quantity Rate Amount Details of cost for 1 cum. MATERIALS : 2602 Bricks of class designation 75 1 000 494.00 1900.00 938.60 Nos 2131 Mud mortar cum 0.25 156.85 39.21 2201 Carriage of bricks 1 000 494.00 141.88 70.09 9999 Sundries L.S. 2.73 1.00 2.73 LABOUR: 0123 Mason 1st Class Day 0.36 151.50 54.54 0124 Mason Ilnd Class Day 0.36 141.60 50.98 0115 Coolie Day 1.37 135.25 185.29 0101 Bhishti Day 0.20 138.45 27.69 TOTAL 1,369.13 Add 1% for water charges 13.69 TOTAL 1,382.82 Add for contractor’s profit and overheads @ 207.42 15% Cost of 1 Cum. 1,590.24 Say 1,590.25
- 82. 660 14.26 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.1 Panelled or panelled & glazed shutters: 14.26.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Code Description Unit Quantity Rate Amount Details of cost for shutter of cup-board 200xl08cm = 2.16 sqm. Materials: Styles- 4x200x8.0x2.5cm = 0.016 cum+ Rails- Top rail- 1x110.5x8.0x2.5cm = 0.0022 cum+ Lock and bottom rails 2x110.5x8.0x2.5 cm = 0.0044 Panels 2x48x41x1.6cm = 0.006 cum+ Sash bars- 2x114x3.8x2.5cm = 0.003cum+ 6x48x3.8x2.5cm = 0.003 cum+ Beading- 16x92x1.4x1.2cm = 0.002cum Total = 0.0366 Add for wastage @ 10% = 0.0037 cum. Grand Total = 0.0403 cum. 1186 Superior class teak wood 10 cudm 40.00 895.00 3,580.00 2204 Carriage of timber cum 0.04 60.81 2.43 2406 Glasses 10kg/sqm 4mm thick sqm 0.99 248.00 245.52 Fittings- 0608 Nickle plated bright finished M.S. Piano metre 4.00 21.00 84.00 hinges 0639 Screws 25 mm 100 Nos 120.00 15.00 18.00 Labour- 0111 Carpenter I class Day 2.40 151.00 363.60 0119 Glazier Day 0.18 141.60 25.49 0114 Beldar Day 0.77 135.25 104.14 9999 Sundries L.S. 40.43 1.00 40.43 TOTAL 4,463.61 Add 1% for water charges 44.64 TOTAL 4,508.25 Add 15% for contractor’s profit and overheads 676.24 Cost of 2.16 sqm. 5,184.49 Cost of 1 sqm. 2,400.23 Say 2,400.25 14.26 Providing and fixing 25 mm thick shutters for cup board etc.: 14.26.1 Panelled or panelled & glazed shutters : 14.26.1.2 1st class teak wood including nickel plated bright finished M.S piano hinges with necessary screws. Code Description Unit Quantity Rate Amount Details of cost for shutters of a cup-board (half glazed and half panelled) 200xl08cm = 2.16 sqm. Materials:
- 83. 661 Code Description Unit Quantity Rate Amount Styles- 4x200x8.0x2.5cm = 0.016 cum+ Rails- Top rail- 1x110.5x8.0x2.5cm = 0.0022cum+ Lock and bottom rail- 2x110.5x8.0x2.5cm = 0.0044 cum. Panels- 2x48x41xl.6cm = 0.006cum+ Sash bars- 2x114x3.8x2.5cm = 0.003cum+ 6x48x3.8x2.5cm = 0.003 cum+ Beading- 16x92x 1.4x 1.2cm = 0.002cum Total = 0.0366 Add for wastage @ 10% = 0.0037 cum. Grand Total = 0.0403 cum. 1188 First class teak wood in planks 10 cudm 40.00 506.00 2,024.00 2204 Carriage of timber cum 0.04 60.81 2.43 2406 Glasses lOkg/sqm 4mm thick sqm 0.99 248.00 245.52 Fittings- 0608 Nickle plated bright finished M.S. Piano metre 4.00 21.00 84.00 hinges 0639 Screws 25mm 100 Nos 120.00 15.00 18.00 Labour- 0111 Carpenter I class Day 2.40 151.50 363.60 0119 Glazier Day 0.18 141.60 25.49 0114 Beldar Day 0.77 135.25 104.14 9999 Sundries L.S. 40.43 1.00 40.43 TOTAL 2,907.61 Add 1% for water charges 29.08 TOTAL 2,936.69 Add 15% for contractor’s profit and overheads 440.50 Cost of 2.16 sqm. 3,377.19 Cost of 1 sqm. 1,563.51 Say 1,563.50 14.26 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.2 Glazed shutters: 14.26.2.1 Superior class teak wood including nickel plated bright finished MS. piano hinges with necessary screws. Code Description Unit Quantity Rate Amount Details of cost for shutter of cup-board 200x108cm = 2.16 sqm. Materials : (i) Teak wood first class Styles : 4x200x9.5x2.5 cm = 0.019 cum Rails Top & intermediate rails 2x110.5x9.5x2.5 cm = 0.006 cum Lock and bottom rails 2x110.5x19.7x2.5 cm = 0.011 cum Beadings- 2x186.lxl.9xl.2cm = 0.001cum+ 4x 171.70x 1.9x 1.2cm = 0.002cum. Total = 0.039 cum. Add for wastage @ 10% = 0.004 cum. Grand Total = 0.043 cum. 1186 Superior class teak wood such as Dandeli, 10 cudm 43.00 895.00 3 848.50 Balarshah or Malabar in planks
- 84. 662 Code Description Unit Quantity Rate Amount 2406 (ii) Glasses (lOkg/sqm) 4.0mm thick sqm 1.27 248.00 314.96 0608 (iii) Piano hinges-75x45x3.2 mm metre 4.00 21.00 84.00 0639 (iv)M.S. screws 25 mm 100 Nos 120.00 15.00 18.00 0597 M.S. butt hinges50x37x 1.50 mm 10 Nos 2.00 28.00 5.60 0640 M.S. screws 20 mm 100 Nos 8.00 15.00 1.20 2204 (v) Carriage of timber cum 0.043 60.81 2.61 Labour: 0156 Carpenter (Avg.) Day 1.83 146.55 268.19 0119 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.77 135.25 104.14 9999 Sundries L.S. 40.43 1.00 40.43 TOTAL 4,720.20 Add 1% for water charges 47.20 TOTAL 4,767.40 Add 15% for contractor’s profit and overheads 715.11 Cost of 2.16 sqm. 5,482.51 Cost of 1 sqm. 2,538.20 Say 2,538.20 14.26 Providing and fixing 25 mm thick shutters for cup board etc. : 14.26.2 Glazed shutters : 14.26.2.2 1st class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. Code Description Unit Quantity Rate Amount Details of cost for shutter of cup-board 200x108cm = 2.16 sqm. Materials : (i) Teak wood first class Styles : 4x200x9.5x2.5 cm = 0.019 cum Rails Top & intermediate rails 2x110.5x9.5x2.5 cm = 0.006 cum Lock and bottom rails 2x110.5x19.7x2.5 cm = 0.011 cum Beadings- 2x186. lxl.9x1.2cm = 0.001cum+ 4xl71.70xl.9xl.2cm = 0.002cum. Total = 0.039 cum. Add for wastage @ 10% = 0.004 cum. Grand Total = 0.043 cum. 1188 Teak wood First class 10 cudm 43.00 506.00 2,175.80 2406 (ii) Glasses (lOkg/sqm) 4.0mm thick sqm 1.27 248.00 314.96 0608 (iii) Piano hinges-75x45x3.2 mm metre 4.00 21.00 84.00 0639 (iv)M.S. screws 25 mm 100 Nos 120.00 15.00 18.00 0597 M.S. butt hinges50x37xl .50 mm 10 Nos 2.00 28.00 5.60 0640 M.S. screws 20 mm 100 Nos 8.00 15.00 1.20 2204 (v) Carriage of timber cum 0.043 60.81 2.61 Labour: 0156 Carpenter (Avg.) Day 1.83 146.55 268.19 0119 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.77 135.25 104.14 9999 Sundries L.S. 40.43 1.00 40.43 TOTAL 3,047.50 Add 1 % for water charges 30.48 TOTAL 3,077.98 Add 15% for contractor’s profit and overheads 461.70 Cost of 2.16 sqm. 3,539.68 Cost of 1 sqm. 1,638.74 Say 1,638.75
- 85. 663 14.27 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35xl0mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with 14.27.1 Second class teak wood. Code Description Unit Quantity Rate Amount Details of cost of a jaffri shutter 176x86 cm = 1.51 sqm Materials Teak wood 2nd class Styles 2x176x7.5x3.5 cm = 0.0092 cum Rails 3x86x7.5x3.5 = 0.0068 cum Total 0.0160 cum Add wastage @ 10 % =0.0016 cum Total = 0.0176 cum Say 18 cudm 1190 Teak wood 2nd class 10 cudm 18.00 410.00 738.00 2204 Carriage of timber cum 0.018 60.81 1.09 Plain Jaffri work (Rate as per item no. 9.41) sqm 1.51 890.00 1,343.90(A) 0595 Iron hinges 100x58x 1.9 mm 10 Nos 6.00 54.00 32.40 0597 Iron hinges 50x37x1.5 mm 10 Nos 2.00 28.00 5.60 0637 Screws 40 mm 100 Nos 48.00 30.00 14.40 0640 Screws 20 mm 100 Nos 8.00 15.00 1.20 LABOUR (For making frame and fixing fitting) 0112 Carpenter 2nd class Day 0.30 141.60 42.48 TOTAL 2,179.07 Add 1% for water charges on all except ‘A’ 8.35 TOTAL 2,187.42 Add 15% for contractor’s profit and overheads 126.53 on all except ‘A’ Cost of 1.51 sqm. 2,313.95 Cost of 1 sqm. 1,532.42 Say 1,532.40 14.28 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.28.1 20 mm diameter. Code Description Unit Quantity Rate Amount Detail of cost for 2 m long Materials 0444 Brass curtain rod 20 mm dia metre 2.00 63.00 126.00 0446 Brass bracket each 2.0 Nos 24.00 48.00 9999 Screws L.S. 2.73 1.00 2.73 9999 Carriage L.S. 1.56 1.00 1.56 Wooden plugs including cutting brick work and fixing in cement mortar (A) (Rate as per item no 9.32) each 2.00 10.15 20.30 (A)
- 86. 664 Code Description Unit Quantity Rate Amount 9999 Labour L.S. 2.73 1.00 2.73 9999 Sundries L.S. 1.56 1.00 1.56 TOTAL 202.88 Add 1% for water charges on all except ‘A’ 1.83 TOTAL 204.71 Add 15% for contractor’s profit and overheads 27.66 on all except ‘A’ Cost of 2 m 232.37 Cost of 1 m 116.19 Say 116.20 14.28 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.28.2 25 mm diameter. Code Description Unit Quantity Rate Amount Detail of cost for 2 m long Materials 0445 Brass curtain rod 25 mm dia metre 2.00 79.00 158.00 0446 Brass bracket each 2.00 24.00 48.00 9999 Screws L.S. 2.73 1.00 2.73 9999 Carriage L.S. 1.56 1.00 1.56 Wooden plugs including cutting brick work and fixing in cement mortar A (Rate as per item no 9.32) each 2.00 10.15 20.30 (A) 9999 Labour L.S. 2.73 1.00 2.73 9999 Sundries L.S. 1.56 1.00 1.56 TOTAL 234.88 Add 1% for water charges on all except ‘A’ 2.15 TOTAL 237.03 Add 15% for contractor’s profit and overheads 32.51 on all except ‘A’ Cost of 2 m 269.54 Cost of 1 m 134.77 Say 134.75 14.29 Providing and fixing M.S. round or square bars with M.S. flats at required spcing in wooden frames of windows and clerestory windows. Code Description Unit Quantity Rate Amount Details of cost for window -140x110cm Materials: M.S. bar 16 mm dia 13x136 cm = 17.68 m @ 1.57 kg/m = 27.93 kg Add for wastage @ 10% =2.79 kg Total = 30.72 kg or 0.307 q 1003 M.S. bar quintal 0.307 3,050.00 936.35 M.S. flat 40x6mm 2x96cm = 192cm+ 1x110cm = 110cm = 302cm+ Add wastage @ 10% = 30cm Total = 332cm.@ 1.90 kg/m = 6.31 kg Say 0.063 quintal 1008 M.S. flat quintal 0.063 2,900.00 182.70 2205 Carriage of steel (0.307+0.063 = 0.37 q = tonne 0.037 47.29 1.75 0.037 t)
- 87. 665 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 26.91 1.00 26.91 Labour- 0103 Blacksmith 2nd class Day 0.35 141.60 49.56 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.45 135.25 60.86 TOTAL 1,286.45 Add for water charge @ 1 % 12.86 TOTAL 1,299.31 Add for contractor’s profit and overheads @ 194.90 15% Cost of 33.67 kg.(5.74+27.93=33.67kg) 1,494.21 Cost per kg. 44.38 Say 44.40 14.30 Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.30.1 Sal wood. Code Description Unit Quantity Rate Amount Details of cost for 300cudm. Materials- Sal wood 10x30xl0x30cm = 0.30 cum. or = 300 cudm.+ Add wastage @ 2% = 6.00 cudm. Total = 306 cudm. 1199 Sal wood 10 cudm 306.0 218.00 6,670.80 2204 Carriage of timber cum 0.306 60.81 18.61 Labour- 0112 Carpenter 2nd class Day 0.70 141.60 99.12 0114 Beldar Day 1.45 135.25 196.11 0100 Bandhani Day 0.70 138.45 96.92 Priming coat (Wood preservative) (Rate as per item no 13 .57.1) sqm 0.80 12.80 10.24 (A) 9999 Sundries L.S. 26.91 1.00 26.91 TOTAL 7,118.71 Add for water charge @ 1 % on all except (A) 71.08 TOTAL 7,189.79 Add for contractor’s profit and overheads @ 1,076.93 15°/o on all except (A) Cost for 300 cudm. 8,266.72 Cost of 1 cum. 27,555.73 Say 27,555.70 14.30 Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.30.2 Hollock wood. Code Description Unit Quantity Rate Amount Details of cost for 300cudm. Materials- Hollock wood in scantling 10x30xl0x30cm = 0.30 cum. or = 300 cudm.+ Add wastage @ 2% = 6.00 cudm. Total = 306 cudm. 2466 Hollock wood in scantling 10 cudm 306.00 217.00 6,640.20 2204 Carriage of timber cum 0.306 60.81 18.61
- 88. 666 Code Description Unit Quantity Rate Amount Labour- 0112 Carpenter 2nd class Day 0.70 141.60 99.12 0114 Beldar Day 1.45 135.25 196.11 0100 Bandhani Day 0.70 138.45 96.92 Priming coat (Wood preservative) (A) (Rate as per item no 13.57.1) sqm 0.80 12.80 10.24 (A) 9999 Sundries L.S. 26.91 1.00 26.91 TOTAL 7,088.11 Add for water charge @ 1% on all except (A) 70.78 TOTAL 7,158.89 Add for contractor’s profit and overheads @ 1,072.30 15% on all except (A) Cost for 300 cudm. 8,231.19 Cost of 1 cum. 27,437.30 Say 27,437.30 14.31 Providing and fixing bright finished brass single acting spring hinges with necessary screws etc. complete : 14.31.1 150 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0389 Brass spring hinges 150 mm each 10.00Nos 200.00 2,000.00 0449 Brass screws 50 mm 100 Nos 80.00 107.00 85.60 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 2,176.89 Add for water charge @ 1% 21.77 TOTAL 2,198.66 Add for contractor’s profit and overheads @ 329.80 15% Cost of 10 hinges 2,528.46 Cost of 1 hinge 252.85 Say 252.85 14.31 Providing and fixing bright finished brass single acting spring hinges with necessary screws etc: complete : 14.31.2 125 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0390 Brass spring hinges 125 mm each 10 Nos 158.00 1,580.00 0449 Brass screws 50mm 100 Nos 80 Nos 107.00 85.60 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 1,756.89 Add for water charge @ 1% 17.57 TOTAL 1,774.46 Add for contractor’s profit and overheads @ 266.17 15% Cost of 10 hinges 2,040.63 Cost of 1 hinge 204.06 Say 204.05
- 89. 667 14.31: Providing and fixing bright finished brass single acting spring hinges with necessary screws etc. complete : 14.31.3: 100 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0391 Brass spring hinges 100 mm each 10.00 106.00 1,060.00 0450 Brass screws 40 mm 100 Nos 80.00 96.00 76.80 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 1,228.09 Add for water charge @ 1% 12.28 TOTAL 1,240.37 Add for contractor’s profit and overheads @15% 186.06 Cost of 10 hinges 1,426.43 Cost of 1 hinge 142.64 Say 142.65 14.32: Providing and fixing bright finished brass double acting spring hinges with nece- ssary screws etc. complete : 14.32.1: 150 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0392 Brass double acting spring hinges 150 mm each 10.00 317.00 3,170.00 0449 Brass screws 50 mm 100 Nos 80.00 107.00 85.60 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 3,346.89 Add for water charge @ 1 % 33.47 TOTAL 3,380.36 Add for contractor’s profit and overheads @15% 507.05 Cost of 10 hinges 3,887.41 Cost of 1 hinge 388.74 Say 388.75 14.32 : Providing and fixing bright finished brass double acting spring hinges with necessary screws etc. complete : 14.32.2 :125 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0393 Brass double acting spring hinges 125 mm each 10.00 216.00 2,160.00 0449 Brass screws 50 mm 100 Nos 80.00 107.00 85.60 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 2,336.89 Add for water charge @ 1 % 23.37
- 90. 668 Code Description Unit Quantity Rate Amount TOTAL 2,360.26 Add for contractor’s profit and overheads @15% 354.04 Cost of 10 hinges 2,714.30 Cost of 1 hinge 271.43 Say 271.45 14.32 Providing and fixing bright finished brass double acting spring hinges with necessary screws etc. complete : 14.32.3 100 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0394 Brass double acting spring hinges 100 mm each 10.00 173.00 1,730.00 0450 Brass screws 40 mm 100 Nos 80.00 96.00 76.80 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 1,898.09 Add for water charge @ 1% 18.98 TOTAL 1,917.07 Add for contractor’s profit and overheads @15% 287.56 Cost of 10 hinges 2,204.63 Cost of 1 hinge 220.46 Say 220.45 14.33 : Providing and fixing bright finished brass flush bolts with necessary screws etc. complete : 14.33.1: 250 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0404 Brass flush bolt 250 mm ( each 10.0 84.00 840.00 0452 Brass screws 25 mm 100 Nos 60.0 76.00 45.60 9999 Carriage of materials L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.20 151.50 30.30 TOTAL 919.54 Add for water charge @ 1 % 9.20 TOTAL 928.74 Add for contractor’s profit and overheads @15% 139.31 Cost of 10 hinges 1,068.05 Cost of 1 hinge 106.81 Say 106.80 14.33: Providing and fixing bright finished brass flush bolts with necessary screws etc. complete : 14.33.2: 150 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0405 Brass flush bolt 150 mm each 10.00 65.00 650.00 0452 Brass screws 25 mm 100 Nos 60.00 76.00 45.60
- 91. 669 Code Description Unit Quantity Rate Amount 9999 Carriage of materials L.S. 2.73 1.00 2.73 Labour- 0111 Carpenter 1st class Day 0.17 151.50 25.76 TOTAL 724.09 Add for water charge @ 1 % 7.24 TOTAL 731.33 Add for contractor’s profit and overheads @15% 109.70 15 % Cost of 10 hinges 841.03 Cost of 1 hinge 84.10 Say 84.10 14.33 : Providing and fixing bright finished brass flush bolts with necessary screws etc. complete : 14.33.3: 100 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0406 Brass flush bolt 100 mm each 10.00 44.00 440.00 0452 Brass screws 25 mm 100 Nos 60.00 76.00 45.60 9999 Carriage of materials L.S. 2.73 1.00 2.73 Labour- 0111 Carpenter 1st class Day 0.17 151.50 25.76 TOTAL 514.09 Add for water charge @ 1% 5.14 TOTAL 519.23 Add for contractor’s profit and overheads @15% 77.88 Cost of 10 hinges 597.11 Cost of 1 hinge 59.71 Say 59.70 14.34 : Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, screws etc. to suit shutter thickness complete Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0417 Brass door stopper 150 mm each 10.0 104.00 1040.00 0450 Brass screws 40 mm 100 Nos 40.0 96.00 38.40 9999 Carriage of material L.S. 2.73 1.00 2.73 Labour- 0111 Carpenter 1st class Day 0.07 151.50 10.60 9999 Sundries (wooden plugs including fixing in the L.S. 6.37 1.00 6.37 floor) TOTAL 1,098.10 Add for water charge @ 1% 10.98 TOTAL 1,109.08 Add for contractor’s profit and overheads @ 166.36 15% Cost of 10 floor door stoppers 1,275.44 Cost of 1 floor door stopper 127.54 Say 127.55
- 92. 670 14.35 : Providing and fixing bright finished brass hard drawn hooks and eyes : 14.35.1: 300 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0418 Bright finished brass hooks & eyes 300 mm 10 Nos 10.00 457.00 457.00 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.06 151.50 9.09 TOTAL 467.00 Add for water charge @ 1% 4.67 TOTAL 471.67 Add for contractor’s profit and overheads @ 70.75 15% Cost of 10 hooks and eyes 542.42 Cost of 1 hook and eye 54.24 Say 54.25 14.35 : Providing and fixing bright finished brass hard drawn hooks and eyes : 14.35.2 250 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0419 Bright finished brass hooks & eyes 250 mm 10 Nos 10.00 423.00 423.00 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.06 151.50 9.09 TOTAL 433.00 Add for water charge @ 1% 4.33 TOTAL 437.33 Add for contractor’s profit and overheads @ 65.60 15% Cost of 10 hooks and eyes 502.93 Cost of 1 hook and eye 50.29 Say 50.30 14.35 : Providing and fixing bright finished brass hard drawn hooks and eyes : 14.35.3 : 200 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0420 Bright finished brass hooks & eyes 200 mm 10 Nos 10.00 390.00 390.00 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.06 151.50 9.09 TOTAL 400.00 Add for water charge @ 1 % 4.00 TOTAL 404.00 Add for contractor’s profit and overheads @15% 60.60 Cost of 10 hooks and eyes 464.60 Cost of 1 hook and eye 46.46 Say 46.45
- 93. 671 14.35 : Providing and fixing bright finished brass hard drawn hooks and eyes : 14.35.4: 150 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0421 Bright finished brass hooks & eyes 150 mm 10 Nos 10.00 364.00 364.00 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.06 151.50 9.09 TOTAL 374.00 Add for water charge @ 1 % 3.74 TOTAL 377.74 Add for contractor’s profit and overheads @ 56.66 15% Cost of 10 hooks and eyes 434.40 Cost of 1 hook and eye 43.44 Say 43.45 14.35: Providing and fixing bright finished brass hard drawn hooks and eyes : 14.35.5: 100 mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0422 Bright finished brass hooks & eyes 100 mm 10 Nos 10.00 300.00 300.00 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.06 151.50 9.09 TOTAL 310.00 Add for water charge @ 1 % 3.10 TOTAL 313.10 Add for contractor’s profit and overheads @ 46.96 15% Cost of 10 hooks and eyes 360.06 Cost of 1 hook and eye 36.01 Say 36.00 14.36 : Providing and fixing bright finished brass fan light pivot with necessary screws etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0429 Brass fan light pivot 10 Nos 10.00 128.00 128.00 0450 Brass screws 40 mm 100 Nos 40.00 96.00 38.40 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.08 151.50 12.12 TOTAL 179.43 Add for water charge @ 1 % 1.79 TOTAL 181.22 Add for contractor’s profit and overheads @15% 27.18 Cost of 10 fanlight pivot 208.40 Cost of 1 fanlight pivot 20.84 Say 20.85
- 94. 672 14.37 Providing and fixing 300 mm long bright finished brass chain with hook for fan light including necessary screws etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0430 Brass chain with hook 300 mm long each 10.00 13.00 130.00 0452 Brass screws 25 mm 100 Nos 40.00 76.00 30.40 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.10 151.50 15.15 TOTAL 176.46 Add for water charge @ 1 % 1.76 TOTAL 178.22 Add for contractor’s profit and overheads @ 15% 26.73 Cost of 10 chain with hooks 204.95 Cost of 1 chain with hooks 20.50 Say 20.50 14.38 Providing and fixing bright finished brass quadrant stay 300mm long with necessary screws etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0427 Brass quadrant stay 300 mm long each 10.00 73.00 730.00 0452 Brass screws 25 mm 100 Nos 40.00 76.00 30.40 9999 Carriage of material Labour- L.S. 0.91 1.00 0.91 0111 Carpenter 1st class Day 0.10 151.50 15.15 TOTAL 776.46 Add for water charge @ 1 % 7.76 TOTAL 784.22 Add for contractor’s profit and overheads @15% 117.63 Cost of 10 quadrant stayes 901.85 Cost of 1 quadrant staye 90.19 Say 90.20 14.39 : Providing and fixing bright finished brass helical door spring (superior quality). Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0442 Helical door spring (superior quality) 150 mm each 10.00 185.00 1,850.00 0449 Brass screws 50 mm 100 Nos 40.00 107.00 42.80 0452 Brass screws 25 mm 100 Nos 20.00 76.00 15.20 Labour- 0111 Carpenter 1st class Day 0.40 151.50 60.60 0114 Beldar Day 0.20 135.25 27.05 TOTAL 1,995.65 Add for water charge @ 1 % 19.96 TOTAL 2,015.61 Add for contractor’s profit and overheads @15% 302.34 Cost of 10 door springs 2,317.95 Cost of 1 door spring 231.80 Say 231.80
- 95. 673 14.40 Providing and fixing chromium plated brass butt hinges with necessary screws etc. complete. 14.40.1 125x70x4 mm (ordinary type) Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0525 Brass butt hinges (chromium plated) 10 Nos 10.0 433.00 433.00 125x70x4 mm (ordinary type) 0585 Brass screws 50 mm 100 Nos 100.0 123.00 123.00 9999 Carriage of material L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1 st class Day 0.14 151.50 21.21 0114 Beldar Day 0.10 135.25 13.52 TOTAL 594.37 Add for water charge @ 1% 5.94 TOTAL 600.31 Add for contractor’s profit and overheads @15% 90.05 Cost for 10 nos. 690.36 Cost of 1 no. 69.04 Say 69.05 14.40: Providing and fixing chromium plated brass butt hinges with necessary screws etc. complete. 14.40.2 : 100x70x4 mm (ordinary type) Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0526 Brass butt hinges (chromium plated) 10 Nos 10.00 385.00 385.00 100x70x4 mm (ordinary type) 0586 Brass screws 40 mm 100 Nos 80.00 150.00 120.00 9999 Carriage of material L.S. 3.64 1.00 3.64 Labour- 0111 Carpenter 1st class Day 0.14 151.50 21.21 0114 Beldar Day 0.10 135.25 13.52 TOTAL 543.37 Add for water charge @ 1 % 5.43 TOTAL 548.80 Add for contractor’s profit and overheads @ 82.32 15% Cost for 10 nos. 631.12 Cost of 1 no. 63.11 Say 63.10 14.40: Providing and fixing chromium plated brass butt hinges with necessary screws etc. complete. 14.40.3 : 75x65x4 mm (heavy type) Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0524 Brass butt hinges (chromium plated) 75x65x4 10 Nos 10.00 430.00 430.00 mm (heavy type) 0587 Brass screws 30 mm 100 Nos 60.00 90.00 54.00 9999 Carriage of material L.S. 1.82 1.00 1.82 Labour-
- 96. 674 Code Description Unit Quantity Rate Amount 0111 Carpenter 1st class Day 0.14 151.50 21.21 0114 Beldar Day 0.10 135.25 13.52 TOTAL 520.55 Add for water charge @ 1% 5.21 TOTAL 525.76 Add for contractor’s profit and overheads @15% 78.86 Cost for 10 nos. 604.62 Cost of 1 no. 60.46 Say 60.45 14.40 : Providing and fixing chromium plated brass butt hinges with necessary screws etc. complete. 14.40.4: 75x40x2.5 mm (ordinary type) Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0527 Brass butt hinges (chromium plated) 10 Nos 10.00 135.00 135.00 75x40x2.5 mm (ordinary type) 0587 Brass screws 30 mm 100 Nos 60.00 90.00 54.00 9999 Carriage of material L.S. 1.82 1.00 1.82 Labour- 0111 Carpenter 1st class Day 0.14 151.50 21.21 0114 Beldar Day 0.10 135.25 13.52 TOTAL 225.55 Add for water charge @ 1 % 2.26 TOTAL 227.81 Add for contractor’s profit and overheads@ 34.17 15% Cost for 10 nos. 261.98 Cost of 1 no. 26.20 Say 26.20 14.40 : Providing and fixing chromium plated brass butt hinges with necessary screws etc. complete. 14.40.5 : 50x40x2.5 mm (ordinary type) Code Description Unit Quantity Rate Amount Details of cost for 10 nos. Materials- 0528 Brass butt hinges (chromium plated) 10 Nos 10.00 105.00 105.00 50x40x2.5 mm (ordinary type) 0589 Brass screws 20 mm 100 Nos 40.00 63.00 25.20 9999 Carriage of material L.S. 0.91 1.00 0.91 Labour- 0111 Carpenter 1st class Day 0.08 151.50 12.12 TOTAL 143.23 Add for water charge @ 1 % 1.43 TOTAL 144.66 Add for contractor’s profit and overheads @15% 21.70 Cost for 10 nos. 166.36 Cost of 1 no. 16.64 Say 16.65
- 97. 675 14.41 Providing and fixing 85x42mm chromium plated brass pull bolt lock with necessary screws, nuts, bolts and washers etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 10 nos Materials- 2467 Chromium plated brass pull bolt lock each 10.0 130.00 1300.00 including bolts, nuts & washers 9999 Carriage of materials & sundries L.S 6.37 1.00 6.37 Labour- 0112 Carpenter 2nd class Day 0.25 141.60 35.40 TOTAL 1341.77 Add for water charge @ 1 % 13.42 TOTAL 1355.19 Add for contractor’s profit and overheads @ 203.28 15% Cost of 10 nos. 1558.47 Cost of 1 no. 155.85 Say 155.85 14.42 : White washing with lime to give an even shade : 14.42.1: Old work (two or more coats) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm Materials- 0775 Dehradun white lime quintal 0.02 295.00 5.90 9999 Carriage of lime L.S. 0.52 1.00 0.52 Labour- 0141 White Washer Day 0.11 138.45 15.23 0115 Coolie Day 0.06 135.25 8.12 9999 Indigo gum etc L.S. 2.73 1.00 2.73 9999 Sundries ladders etc L.S. 2.73 1.00 2.73 TOTAL 35.23 Add 1% for water charges 0.35 TOTAL 35.58 Add 15% for contractor’s profit and overheads 5.34 Cost of 10.00 sqm 40.92 Cost of 1.00 sqm 4.09 Say 4.10 14.42 : White washing with lime to give an even shade : 14.42.2 : Old work (one or more coats) Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm Materials- 0775 Dehradun white lime quintal 0.01 295.00 2.95 9999 Carriage of lime L.S. 0.52 1.00 0.52 Labour- 0141 White Washer Day 0.07 138.45 9.69 0115 Coolie Day 0.03 135.25 4.06 9999 Indigo gum etc L.S. 2.08 1.00 2.08 9999 Sundries ladders etc L.S. 2.73 1.00 2.73 TOTAL 22.03 Add 1% for water charges 0.22
- 98. 676 Code Description Unit Quantity Rate Amount TOTAL 22.25 Add 15 % for contractor’s profit and overheads 3.34 Cost of 10.00 sqm 25.59 Cost of 1.00 sqm 2.56 Say 2.55 14.43 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Labour- 0114 Beldar Day 0.09 135.25 12.17 0115 Coolie Day 0.04 135.25 5.41 0101 Bhishti Day 0.04 138.45 5.54 9999 Sundries such as sand paper and scrapper L.S. 2.73 1.00 2.73 9999 Repair to scraches L.S. 1.82 1.00 1.82 TOTAL 27.67 Add for water charge @ 1% 0.28 TOTAL 27.95 Add for contractor’s profit and overheads @15% 4.19 Cost of 10 sqm. 32.14 Cost of 1 sqm. 3.21 Say 3.20 14.44: Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Materials- 0815 Dry distemper kilogram 1.00 26.00 26.00 9999 Carriage of distemper L.S. 0.91 1.00 0.91 9999 Brushes, sand-paper etc. L.S. 5.33 1.00 5.33 Labour- 0131 Painter Day 0.33 141.60 46.73 0115 Coolie Day 0.17 135.25 22.99 9999 Sundries L.S. 4.42 1.00 4.42 TOTAL 106.38 Add for water charge @ 1 % 1.06 TOTAL 107.44 Add for contractor’s profit and overheads @15% 16.12 Cost of 10 sqm. 123.56 Cost of 1 sqm. 12.36 Say 12.35 14.45 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 14.45.1: Old work (one or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Materials- 0816 Oil bound washable distemper kilogram 1.00 40.00 40.00 9999 Brushes, putty etc. L.S. 0.52 1.00 0.52 9999 Sundries including carriage L.S. 10.79 1.00 10.79
- 99. 677 Code Description Unit Quantity Rate Amount Labour- 0131 Painter Day 0.33 141.60 46.73 0115 Coolie Day 0.17 135.25 22.99 9999 Sundries L.S. 7.15 1.00 7.15 TOTAL 128.18 Add for water charge @ 1 % 1.28 TOTAL 129.46 Add for contractor’s profit and overheads @ 19.42 15% Cost of 10 sqm. 148.88 Cost of 1 sqm. 14.89 Say 14.90 14.46 : Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Labour- 0114 Beldar Day 0.11 135.25 14.88 0115 Coolie Day 0.05 135.25 6.76 0101 Bhishti Day 0.05 138.45 6.92 9999 Scrapper, sand paper etc. L.S. 6.24 1.00 6.24 9999 Sundries including mortar to repair the surface L.S. 1.82 1.00 1.82 TOTAL 36.62 Add for water charge @ 1 % 0.37 TOTAL 36.99 Add for contractor’s profit and overheads @15% 5.55 Cost of 10 sqm. 42.54 Cost of 1 sqm. 4.25 Say 4.25 14.47 : Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 14.47.1: Old work (one or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Materials- 0845 Roofing paint litre 0.46 95.00 43.70 9999 Carriage L.S. 0.52 1.00 0.52 Labour- 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Putty, brushes sand paper etc. L.S. 6.67 1.00 6.76 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 158.71 Add for water charge @ 1% 1.59 TOTAL 160.30 Add for contractor’s profit and overheads @15% 24.04 Cost of 10 sqm. 184.34 Cost of 1 sqm. 18.43 Say 18.45
- 100. 678 14.48 : Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture over and including a priming coat of ready mixed zinc chromate yellow primer on new work : 14.48.1: 75 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Area=22/7 x0.0814 x30m =7.67sqm MATERIALS 4202 Zinc chromate red oxide primer litre 0.41 58.00 23.78 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.18 141.60 25.49 0115 Coolie Day 0.18 135.25 24.34 9999 Brushes, sand paper etc L.S. 8.19 1.00 8.19 MATERIALS 0828 Anticorrosive bituminous paint (black) Day 0.73 52.00 37.96 9999 Carriage Day 1.04 1.00 1.04 LABOUR 0131 Painter Day 0.41 141.60 58.06 0115 Coolie Day 0.41 135.25 55.45 9999 Putty, sand paper etc L.S. 4.16 1.00 4.16 9999 Sundries L.S. 6.24 1.00 6.24 9999 Wire brushes for cleaning L.S. 4.42 1.00 4.42 9999 Extra for delays L.S. 40.30 1.00 40.30 TOTAL 289.82 Add 1% for water charges 2.90 TOTAL 292.72 Add 15% for contractor’s profit and overheads 43.91 Cost of 30.00 mtrs 336.63 Cost of 1.00 metre 11.22 Say 11.20 14.49 : Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.49.1: 75 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Area=22/7 x0.0814x30m =7.67sqm MATERIALS 0828 Anticorrosive bituminous paint (black) litre 0.43 52.00 22.36 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.27 141.60 38.23 0115 Coolie Day 0.27 135.25 36.52 9999 Putty, sand paper etc L.S. 4.16 1.00 4.16 9999 Sundries L.S. 6.24 1.00 6.24 9999 Wire brushes for cleaning L.S. 4.42 1.00 4.42 9999 Extra for delays L.S. 26.91 1.00 26.91 TOTAL 139.23 Add 1 % for water charges 1.39 TOTAL 140.62 Add 15 % for contractor’s profit and overheads 21.09 Cost of 30.00 mtrs 161.71 Cost of 1.00 metre 5.39 Say 5.40
- 101. 679 14.50: Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow primer on new work : 14.50.1 : 75 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 mtrs Area =22/7x0.0814x30=7.67sqm MATERIALS 4202 Red oxide Zinc chromate primer litre 0.41 58.00 23.78 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.18 141.60 25.49 0115 Coolie Day 0.18 135.25 24.34 9999 Sundries L.S. 8.19 1.00 8.19 MATERIALS 0826 Aluminium paint litre 0.61 89.00 54.29 9999 Carriage L.S. 1.04 1.00 1.04 9999 Putty, sand paper etc L.S. 4.16 1.00 4.16 LABOUR 0131 Painter Day 0.41 141.60 58.06 0115 Coolie Day 0.41 135.25 55.45 9999 Sundries L.S. 5.20 1.00 5.20 9999 Wire brushes for cleaning L.S. 9.10 1.00 9.10 9999 Extra for delays L.S. 44.85 1.00 44.85 TOTAL 314.34 Add 1 % for water charges 3.14 TOTAL 317.48 Add 15% for contractor’s profit and overheads 47.62 Cost of 30.00 mtrs 365.10 Cost of 1.00 metre 12.17 Say 12.15 14.51 : Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.51.1: 75 mm diameter pipes Code Description Unit Quantity Rate Amount Details of cost for 30 metres Area = 22/7x81.4 mmx30 m = 7.67 sqm Materials- 0826 Aluminium paint litre 0.35 89.00 31.15 9999 Putty, sand paper etc. L.S. 0.39 1.00 0.39 9999 Carriage L.S. 2.08 1.00 2.08 LABOUR 1131 Painter Day 0.28 141.60 39.65 0115 Coolie Day 0.28 135.25 37.87 9999 Putty, sand paper brushes etc. L.S. 4.16 1.00 4.16 9999 Sundries L.S. 6.24 1.00 6.24 9999 Wire brushes for cleaning L.S. 4.42 1.00 4.42 9999 Extra for delay L.S. 26.91 1.00 26.91 TOTAL 152.87 Add for water charge @ 1 % 1.53 TOTAL 154.40 Add for contractor’s profit and overheads @15% 23.16 Cost of 30.00 m 177.56 Cost of 1.00 m 5.92 Say 5.90
- 102. 680 14.51: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.51.2: 100 mm diameter pipes Code Description Unit Quantity Rate Amount Details of cost for 30 metres Area = 22/7x106.4 mmx30 m = 10.032 sqm Materials- 0826 Aluminium paint litre 0.46 89.00 40.94 9999 Putty, sand paper etc. L.S. 0.52 1.00 0.52 9999 Carriage L.S. 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Putty, sand paper brushes etc. L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 9999 Wire brushes for cleaning L.S. 5.33 1.00 5.33 9999 Extra for delay L.S. 34.06 1.00 34.06 TOTAL 196.64 Add for water charge @ 1% 1.97 TOTAL 198.61 Add for contractor’s profit and overheads @15% 29.79 Cost of 30m 228.40 Cost of 1.00 m 7.61 Say 7.60 14.51: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.51.3: 150 mm diameter pipes Code Description Unit Quantity Rate Amount Details of cost for 30 metres Area = 22/7x157.2 mmx30 m = 14.82 sqm Materials- 0826 Aluminium paint litre 0.68 89.00 60.52 9999 Putty, sand paper etc. L.S. 0.65 1.00 0.65 9999 Carriage L.S. 3.90 1.00 3.90 LABOUR 0131 Painter Day 0.53 141.60 75.05 0115 Coolie Day 0.53 135.25 71.68 9999 Putty, sand paper brushes etc. L.S. 7.93 1.00 7.93 9999 Sundries L.S. 11.96 1.00 11.96 9999 Wire brushes for cleaning L.S. 7.15 1.00 7.15 9999 Extra for delay L.S. 40.30 1.00 40.30 TOTAL 279.14 Add for water charge @ 1 % 2.79 TOTAL 281.93 Add for contractor’s profit and overheads @15% 42.29 Cost of 30.00 m 324.22 Cost of 1.00 m 10.81 Say 10.80
- 103. 681 14.52 : Painting with oil type wood preservative of approved brand and manufacture 14.52.1: Old work (one or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIALS 0859 Oil type wood preservative litre 0.81 60.00 48.60 9999 Carriage of material L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.11 141.60 15.58 0115 Coolie Day 0.11 135.25 14.88 9999 Brushes etc L.S. 2.73 1.00 2.73 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 85.04 Add 1% for water charges 0.85 TOTAL 85.89 Add, 15 % for contractor’s profit and overheads 12.88 Cost of 10.00 sqm 98.77 Cost of 1.00 sqm 9.88 Say 9.90 14.53 : Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade 14.53.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10’sqm MATERIALS 0835 Plastic emulsion paint litre 0.73 140.00 102.20 9999 Materials for filling in holes and cracks (putty L.S. 0.52 1.00 0.52 etc) 9999 Carriage of material L.S. 5.33 1.00 5.33 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand paper etc L.S. 8.06 1.00 8.06 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 222.54 Add 1% for water charges 2.23 TOTAL 224.77 Add 15 % for contractor’s profit and overheads 33.72 Cost of 10.00 sqm 258.49 Cost of 1.00 sqm 25.85 Say 25.85 14.54 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 14.54.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm Materials- 0833 Enamel paint litre 0.70 115.00 80.50 9999 Carriage of paint and materials L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69
- 104. 682 Code Description Unit Quantity Rate Amount 9999 Putty L.S. 2.73 1.00 2.73 9999 Brushes sand paper etc. L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 196.81 Add for water charge @ 1 % 1.97 TOTAL 198.78 Add for contractor’s profit and overheads @15% 29.82 Cost of 10.00 sqm 228.60 Cost of 1.00 sqm 22.86 Say 22.85 14.55 : Painting with aluminium paint of approved brand and manufacture to give an even shade 14.55.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIALS 0826 Aluminium paint litre 0.46 89.00 40.94 9999 Carriage of paint and material L.S. 0.52 1.00 0.52 9999 Putty etc L.S. 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand paper etc L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 157.25 Add 1 % for water charges 1.57 TOTAL 158.82 Add 15% for contractor’s profit and overheads 23.82 Cost of 10.00 sqm 182.64 Cost of 1.00 sqm 18.26 Say 18.25 14.56 : Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade : 14.56.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Detail of cost for 10.00 sqm MATERIALS 0827 Acid proof paint litre 0.70 93.00 65.10 9999 Carriage of paint L.S. 0.52 1.00 0.52 9999 Putty etc L.S. 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand paper etc L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 181.41 Add 1 % for water charges 1.81 TOTAL 183.22 Add 15% for contractor’s profit and overheads 27.48 Cost of 10.00 sqm 210.70 Cost of 1.00 sqm 21.07 Say 21.05
- 105. 683 14.57 : Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : 14.57.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIALS 0828 Black anticorrosive bitumastic paint litre 0.57 52.00 29.64 9999 Carriage L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Putty, brushes, sand paper etc L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 143.22 Add 1% for water charges 1.43 TOTAL 144.65 Add 15% for contractor’s profit and overheads 21.70 Cost of 10.00 sqm 166.35 Cost of 1.00 sqm 16.64 Say 16.65 14.58 : French spirit polishing: 14.58.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10 ‘sqm Materials- 1000 Spirit litre 0.98 37.00 36.26 0999 Shellac kilogram 0.13 192.00 24.96 9999 Carriage of materials L.S. 0.91 1.00 0.91 9999 Turpentine oil sand paper cotton/woolen cloth L.S. 10.79 1.00 10.79 putty etc. 9999 Linseed oil L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 1.76 141.60 249.22 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 330.72 Add for water charge @ 1 % 3.31 TOTAL 334.03 Add for contractor’s profit and overheads @15% 50.10 Cost of 10.00 sqm 384.13 Cost of 1.00 sqm 38.41 Say 38.40 14.59 : Polishing on wood work with ready made wax polish of approved brand and manufacture : 14.59.1: Old work Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 0855 Ready made Wax polish kilogram 0.25 150.00 37.50 9999 Carriage L.S. 0.39 1.00 0.39 LABOUR 0131 Painter Day 0.40 141.60 56.64 0115 Coolie Day 0.40 135.25 54.10
- 106. 684 Code Description Unit Quantity Rate Amount 9999 Soap, brushes, cloth etc L.S. 4.16 1.00 4.16 9999 Sundries L.S. 4.42 1.00 4.42 TOTAL 157.21 Add 1% for water charges 1.57 TOTAL 158.78 Add 15% for contractor’s profit and overheads 23.82 Cost of 10.00 sqm 182.60 Cost of 1.00 sqm 18.26 Say 18.25 14.60 : Re-lettering with black Japan paint of approved brand and manufacture. Code Description Unit Quantity Rate Amount Detail of cost for 100 letters of 15 cm height MATERIALS 0829 Paint (Black Japan) litre 0.37 65.00 24.05 9999 Carriage L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 4.00 141.60 566.40 0115 Coolie Day 1.00 135.25 135.25 9999 Painting brushes, turpentine, stencil etc L.S. 7.15 1.00 7.15 9999 Sundires L.S. 8.06 1.00 8.06 TOTAL 741.43 Add 1% for water charges 7.41 TOTAL 748.84 Add 15% for contractor’s profit and overheads 112.33 Cost of 100 letters of 15 cm height 861.17 Cost of 1 letters of 1 cm height 0.57 Say 0.55 14.61 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm Materials- 0829 Black Japan Paint litre 0.70 65.00 45.50 9999 Carriage L.S. 0.52 1.00 0.52 9999 Putty etc. L.S. 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand paper etc. L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 161.81 Add for water charge @ 1 % 1.62 TOTAL 163.43 Add 15% for contractor’s profit and overheads 24.51 Cost of 10.00 sqm 187.94 Cost of 1.00 sqm 18.79 Say 18.80
- 107. 685 14.62 : Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 14.62.1: 32mm dia Code Description Unit Quantity Rate Amount Detail of cost for one no. Materials- 1314 C.P. brass chain with 32 mm dia rubber plug each 1 21.00 21.00 9999 Carriage of materials and fixing charges L.S. 8.06 1.00 8.06 TOTAL 29.06 Add for water charge @ 1% 0.29 TOTAL 29.35 Add for contractor’s profit and overheads @ 4.40 15 % Cost of one no. 33.75 Say 33.75 14.62 : Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 14.62.2 40 mm dia Code Description Unit Quantity Rate Amount Detail of cost for one no. Materials- 1315 C.P. brass chain with 40 mm dia rubber plug each 1 22.00 22.00 9999 Carriage of materials and fixing charges L.S. 8.06 1.00 8.06 TOTAL 30.06 Add for water charge @ 1% 0.30 TOTAL 30.36 Add for contractor’s profit and overheads @ 4.55 15% Cost of one no. 34.91 Say 34.90 14.63 : Distempering with 1st quality acrylic washable distemper (ready made) of approved manufacturer and of required shade and colour complete, as per manufacturer’s specification. 14.63.1: One or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIALS 0816 Oil bound washable distemper kilogram 1 40.00 40.00 9999 Brushes, putty etc L.S. 0.52 1.00 0.52 9999 Sundries including carriage of material L.S. 10.76 1.00 10.76 LABOUR 0131 Painter Day 0.22 141.60 31.15 0114 Beldar Day 0.22 135.25 29.76 9999 Sundires L.S. 7.15 1.00 7.15 TOTAL 119.34 Add 1 % for water charges 1.19 TOTAL 120.53 Add 15% for contractor’s profit and overheads 18.08 Cost of 10.00 sqm 138.61 Cost of 1.00 sqm 13.86 Say 13.85
- 108. 686 14.64 Finishing walls with water proofing cement paint of required shade : 14.64.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. Code Description Unit Quantity Rate Amount Details of cost for 10’sqm MATERIALS 0851 Water proofing cement paint kilogram 2.20 36.00 79.20 8508 Primer for cement paint litre 0.80 52.00 41.60 9999 Carriage of material L.S. 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.46 141.60 65.14 0115 Coolie Day 0.23 135.25 31.11 0101 Bhisti Day 0.05 138.45 6.92 9999 Brushes, sand paper etc L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 240.74 Add 1 % for water charges 2.41 TOTAL 243.15 Add 10% for contractor’s profit and overheads 36.47 Cost of 10.00 sqm 279.62 Cost of 1.00 sqm 27.96 Say 27.95 14.65 : Finishing walls with textured exterior paint of required shade : 14.65.1 : Old work (Two or more coats on existing cement paint surface applied @ 3.28Itr/10 sqm. Code Description Unit Quantity Rate Amount Detail of cost for 10sqm MATERIALS 8507 Textured exterior paint litre 3.28 183.00 600.24 9999 Carriage of material L.S. 1.56 1.00 1.56 LABOUR 0131 Painter Day 0.46 141.60 65.14 0115 Coolie Day 0.23 135.25 31.11 9999 Brushes, sand paper etc L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 713.26 Add 1 % for water charges 7.13 TOTAL 720.39 Add 10% for contractor’s profit and overheads 108.06 Cost of 10.00 sqm 828.45 Cost of 1.00 sqm 82.85 Say 82.85 14.65 : Finishing walls with textured exterior paint of required shade : 14.65.2 : Old work (One or more coats) applied @ 1.82 ltr/10 sqm. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm MATERIALS 8507 Textured exterior paint litre 1.82 183.00 333.06 9999 Carriage of material L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.33 141.60 46.73 0115 Coolie Day 0.17 135.25 22.99 9999 Brushes, sand paper etc L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.06 1.00 8.06
- 109. 687 Code Description Unit Quantity Rate Amount TOTAL 418.51 Add 1% for water charges 4.19 TOTAL 422.70 Add 15 % for contractor’s profit and overheads 63.40 Cost’of 10.00 sqm 486.10 Cost of 1.00 sqm 48.61 Say 48.60 14.66 : Finishing walls with Acrylic Smooth exterior paint of required shade : 14.66.1: Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8505 Acrylic exterior paint litre 1.67 123.00 205.41 9999 Carriage of material L.S. 0.91 1.00 0.91 LABOUR 0131 Painter Day 0.46 141.60 65.14 0 115 Coolie Day 0.23 135.25 31.11 9999 Brushes, sand paper etc L.S. 4.81 1.00 4.81 9999 Sundries L.S. 5.33 1.00 5.33 TOTAL 312.71 Add 1% for water charges 3.13 TOTAL 315.84 Add 15% for contractor’s profit and overheads 47.38 Cost of 10.00 sqm 363.22 Cost of 1.00 sqm 36.32 Say 36.30 14.66 : Finishing walls with Acrylic Smooth exterior paint of required shade : 14.66.2: Old work (One or more coat applied @ 0.90 ltr/10 sqm). Code Description Unit Quantity Rate Amount MATERIALS 8505 Acrylic exterior paint litre 0.90 123.00 110.70 9999 Carriage of material L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.33 141.60 46.73 0115 Coolie Day 0.17 135.25 22.99 9999 Brushes, sand paper etc L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 196.15 Add 1% for water charges 1.96 TOTAL 198.11 Add 15% for contractor’s profit and overheads 29.72 Cost of 10.00 sqm 227.83 Cost of 1.00 sqm 22.78 Say 22.80
- 110. 688 14.67 Finishing walls with Premium Acrylic Smooth exterior paint of required shade 14.67.1 Old work (Two or more coats applied @ 1.43 ltr/10sqm) over existing cement paint surface. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIALS 8506 Premium Acrylic exterior paint litre 1.43 202.00 288.86 9999 Carriage of material L.S. 1.04 1.00 1.04 LABOUR 0131 Painter Day 0.46 141.60 65.14 0115 Coolie Day 0.23 135.25 31.11 9999 Brushes, sand paper etc L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 401.36 Add 1 % for water charges 4.01 TOTAL 405.37 Add 15% for contractor’s profit and overheads 60.81 Cost of 10.00 sqm 466.18 Cost of 1.00 sqm 46.62 Say 46.60 14.67 : Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 14.67.2: Old work (one or more coats applied @ 0.83 ltr/10 sqm). Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm MATERIALS 8506 Premium Acrylic exterior paint litre 0.83 202.00 167.66 9999 Carriage of material L.S. 0.91 1.00 0.91 LABOUR 0131 Painter Day 0.33 141.60 46.73 0115 Coolie Day 0.17 135.25 22.99 9999 Brushes, sand paper etc L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 253.50 Add 1 % for water charges 2.54 TOTAL 256.04 Add 15% for contractor’s profit and overheads 38.41 Cost of 10.00 sqm 294.45 Cost of 1.00 sqm 29.45 Say 29.45 14.68 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.68.1 100 mm diameter pipes Code Description Unit Quantity Rate Amount Detail of cost for 30 metre Area=22/7 x 106.4mm x30m =10.032sqm MATERIALS 0828 Anticorrosive bituminous paint (black) litre 0.57 52.00 29.64 9999 Carriage L.S. 0.52 1.00 0.52 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69
- 111. 689 Code Description Unit Quantity Rate Amount 9999 Putty, sand paper etc L.S. 5.33 1.00 5.33 9999 Sundries L.S. 8.06 1.00 8.06 9999 Wire brushes for cleaning L.S. 5.33 1.00 5.33 9999 Extra for delays L.S. 34.06 1.00 34.06 TOTAL 182.61 Add 1% for water charges 1.83 TOTAL 184.44 Add 15% for contractor’s profit and overheads 27.67 Cost of 30.00 mtrs 212.11 Cost of 1.00 metre 7.07 Say 7.05 14.68: Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.68.2: 150 mm diameter pipes Code Description Unit Quantity Rate Amount Details of cost for 30 mtrs Area=22/7 x106.4mm x30m =10.032sqm MATERIALS 0828 Anticorrosive bituminous paint (black) litre 0.85 52.00 44.20 9999 Carriage L.S. 0.65 1.00 0.65 LABOUR 0131 Painter Day 0.53 141.60 75.05 0115 Coolie Day 0.53 135.25 71.68 9999 Putty, sand paper etc L.S. 8.06 1.00 8.06 9999 Sundries L.S. 11.96 1.00 11.96 9999 Wire brushes for cleaning L.S. 7.15 1.00 7.15 9999 Extra for delays L.S. 40.30 1.00 40.30 TOTAL 259.05 Add 1 % for water charges 2.59 TOTAL 261.64 Add 15% for contractor’s profit and overheads 39.25 Cost of 30.00 mtrs 300.89 Cost of 1.00 metre 10.03 Say 10.05 14.69 : Varnishing with varnish of approved brand and manufacture: 14.69.1: One or more coats with copal varnish. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIALS 0857 Superior copal varnish litre 0.70 100.00 70.00 9999 Carriage L.S. 0.52 1.00 0.52 9999 Repair to the surface L.S. 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand L.S. 5.33 1.00 5.33 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 180.98 Add 1 % for water charges 1.81 Add 15% ofor contractor’s profit and overheads 182.79 TOTAL 27.42 Cost of 10.00 sqm 210.21 Cost of 1.00 sqm 21.02 Say 21.00
- 112. 690 14.69 : Varnishing with varnish of approved brand and manufacture: 14.69.2 : One or more coats with spar varnish. Code Description Unit Quantity Rate Amount Detail of cost for 1 sqm MATERIALS 0858 Superior spar varnish litre 0.75 105.00 78.75 9999 Carriage L.S. 0.52 1.00 0.52 9999 Repair etc L.S. 2.73 1.00 2.73 LABOUR 0131 Painter Day 0.36 141.60 50.98 0114 Coolie Day 0.36 135.25 48.69 9999 Brushes, sand paper etc L.S. 2.73 1.00 2.73 9999 Sundries L.S. 4.16 1.00 4.16 TOTAL 188.56 Add 1 % for water charges 1.89 TOTAL 190.45 Add 15% for contractor’s profit and overheads 28.57 Cost of 10.00 sqm 219.02 Cost of 1.00 sqm 21.90 Say 21.90 14.70 Melamine polishing on wood work (one or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10sqm MATERIALS 7241 Melamine polish litre 0.65 228.00 148.20 0006 Hire charges of Spraying machine including Day 0.78 173.00 134.94 electric charges 9999 Carriage charge of Machine & Marerial L.S. 4.42 1.00 4.42 LABOUR 0131 Painter Day 0.35 141.60 49.56 0115 Beldar Day 0.35 135.25 47.34 9999 Sundries L.S. 4.42 1.00 4.42 TOTAL 388.88 Add 1 % for water charges 3.89 TOTAL 392.77 Add 15% for contractor’s profit and overheads 58.92 Cost of 10.00 sqm 451.69 Cost of 1.00 sqm 45.17 Say 45.15 14.71 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. Code Description Unit Quantity Rate Amount Details of cost for 10’sqm MATERIALS 0856 Flatting varnish litre 0.70 49.00 34.30 9999 Glue, putty etc L.S. 2.73 1.00 2.73 9999 Carriage L.S. 1.82 1.00 1.82 9999 Painting brushes, turpentine, stencil etc L.S. 24.18 1.00 24.18 LABOUR 0131 Painter Day 0.36 141.60 50.98 0115 Coolie Day 0.36 135.25 48.69
- 113. 691 Code Description Unit Quantity Rate Amount TOTAL 162.70 Add 1 % for water charges 1.63 TOTAL 164.33 Add 15% for contractor’s profit and overheads 24.65 Cost of 10.00 sqm 188.98 Cost of 1.00 sqm 18.90 Say 18.90 14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story height made with 40mm dia. M.S. tube 1.5 m centre to centre horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially . necessary deduction for scaffolding in the existing item to be done.) Code Description Unit Quantity Rate Amount Details of cost for 9 sqm M.S. tube 50x25x1-8mm 4x3 mtr =12.00 m 12x0.9= 10.80 m TOTAL = 22.8m Add 10% wastage = 2.28m TOTAL = 25.08 metre 4009 25.O8m @ 2.83kg/m = 70.98kg kilogram 70.98 38.00 2697.24 Angle iron 50x50x6mm (16x0.60)x (16x0.15) 9.60x2.40= 12.00m 10%wastage= 1.20 TOTAL = 13.20m @ 3.50kg/m = 46.20kg i.e. 0.462 quintal 1007 cost of angle iron quintal 0.462 3100.00 1432.20 Stainless steel pin . 7340 24nos. @ 0.107 kg/each= 2.568 kg kg 2.568 130.00 333.84 Cement concerete 1:2:4 = 16x0.15x0.15x0.15= 0.054 cum (A) (Rate as per item no 4.1.3 of SH : Concrete cum 0.054 3257.45 175.90(A) Work) Making holes in brick work 0123 Mason 1st class Day 0.25 151.50 37.88 0124 Mason 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 1.45 135.25 196.11 welding for frame welding 16x(2.5+5+2.5+5) = 240cm For hold fast 16x20cm = 320cm For fixing stainless steel pins 24x(5+5+2.5) = 300cm 24x5 =120cm TOTAL = 980cm 1215 Welding by electric plant cm 980 1.00 980.00
- 114. 692 Code Description Unit Quantity Rate Amount LABOUR 0102 Blacksmith 1st class Day 1.34 151.50 203.01 0100 Bandhani Day 0.67 138.45 92.76 6114 Beldar Day 4.92 135.25 665.43 9999 Sundries L.S. 80.73 1.00 80.73 0999 Painting with epoxy paint over and including priming coat Area 22.80x 0.15= 3.42 sqm 12x0.2 = 2.40 Total = 5.82 sqm (A) Rate as per Item no. 13.52.1 of S.H. sqm 5.82 75.25 437.96(A) Finishing. 9999 For labour for scaffolding L.S. 299.00 1.00 299.00 TOTAL 7667.46 Add 1 % for water charges except on (A) 70.54 TOTAL 7738.00 Add 15 % for contractor’s profit and overheads 1068.62 except on (A) Cost for 106.52 kg 8806.62 Cost for 1 kg 82.68 Say 82.70
- 115. 693 SUB HEAD : 15.0 DISMANTLING AND DEMOLISHING
- 116. 695 15.1 Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.44 135.25 59.51 0115 Coolie Day 0.37 135.25 50.04 9999 Sundries L.S 1.04 1.00 1.04 TOTAL 110.59 Add 1% for water charges 1.11 TOTAL. 111.70 Add 15% for contractor’s profit and overheads 16.76 Cost of 1.00 cum 128.46 Say 128.45 15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. 15.2.1 1:3:6 or richer mix Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 1.59 135.25 215.05 0115 Coolie Day 0.72 135.25 97.38 9999 Sundries L.S 4.81 1.00 4.81 TOTAL 317.24 Add 1% for water charges 3.17 TOTAL. 320.41 Add 15% for contractor’s profit and overheads 48.06 Cost of 1.00 cum 368.47 Say 368.45 15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. 15.2.2 1:4:8 or leaner mix Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.88 135.25 119.02 0115 Coolie Day 0.55 135.25 74.39 9999 Sundries L.S 1.95 1.00 1.95 TOTAL 195.36 Add 1% for water charges 1.95 TOTAL. 197.31 Add 15% for contractor’s profit and overheads 29.60 Cost of 1.00 cum 226.91 Say 226.90
- 117. 696 15.3 Demolishing R.C.C. work, including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 2.65 135.25 358.41 0115 Coolie Day 0.72 135.25 97.38 9999 Sundries L.S 7.02 1.00 7.02 TOTAL 4.62.81 Add 1 % for water charges 4.63 TOTAL. 467.44 Add 15% for contractor’s profit and overheads 70.12 Cost of 1.00 cum 537.56 Say 537.55 15.4 Demolishing R.B. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 2.12 135.25 286.73 0115 Coolie Day 0.90 135.25 121.72 9999 Sundries L.S 4.68 1.00 4.68 TOTAL 413.13 Add 1% for water charges 4.13 TOTAL. 417.26 Add 15% for contractor’s profit and overheads 62.59 Cost of 1.00 cum 479.85 Say 479.85 15.5 Extra for cutting reinforcement bars manually / by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer - in -charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 sqm R.C.C. or R.B. workReinforced area considering 1% reinforcement = 0.01 sqm LABOUR For cutting 0.01 sqm reinforcement 0103 Blacksmith 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 151.81 Add 1% for water charges 1.52 TOTAL 153.33 Add 15% for contractor’s profit and overheads 23.00 Cost of 1.00 sqm of sectional area of R.C.C 176.33 or R.B. work Say 176.35
- 118. 697 15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work Code Description Unit Quantity Rate Amount Detail of cost for 10 Nos 6 metres long 16 mm dia bars @ 1.58 kg/metre Total weight = 94.80 kg = 0.948 quintal LABOUR 0103 Blacksmith 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.5 135.25 67.62 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 116.41 Add 1 % for water charges 1.16 TOTAL 117.57 Add 15% for contractor’s profit and overheads 17.64 Cost of 94.80 Kg. 135.21 Cost of 1 Kg. 1.43 Say 1.45 15.7 Demolishing brick work, manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. 15.7.1 In mud mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.30 135.25 40.57 0115 Coolie Day 0.37 135.25 50.04 9999 Sundries L.S 1.04 1.00 1.04 TOTAL 91.65 Add 1 % for water charges 0.92 TOTAL 92.57 Add 15% for contractor’s profit and overheads 13.89 Cost of 1.00 cum 106.46 Say 106.45 15.7. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. 15.7.2 In lime mortar with old mughal bricks. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 1.24 135.25 167.71 0115 Coolie Day 0.46 135.25 62.22 9999 Sundries L.S 1.04 1.00 1.04 TOTAL 230.97 Add 1% for water charges 2.31 TOTAL 233.28 Add 15% for contractor’s profit and overheads 34.99 Cost of 1.00 cum 268.27 Say 268.25
- 119. 698 15.7 Demolishing brick work manually/by machanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. 15.7.3 In lime mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.44 135.25 59.51 0115 Coolie Day 0.37 135.25 50.04 9999 Sundries L.S 1.04 1.00 1.04 TOTAL 110.59 Add 1 % for water charges 1.11 TOTAL 111.70 Add 15% for contractor’s profit and overheads 16.76 Cost of 1.00 cum 128.46 Say 128.45 15.7 Demolishing brick work manually/by machanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In Cement mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 1.06 135.25 143.36 0115 Coolie Day 0.90 135.25 121.72 9999 Sundries L.S 2.47 1.00 2.47 TOTAL 267.55 Add 1% for water charges 2.68 TOTAL- 270.23 Add 15% for contractor’s profit and overheads 40.53 Cost of 1.00 cum 310.76 Say 310.75 15.8 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 15.8.1 From brick work in mud mortar Code Description Unit Quantity Rate Amount Detail of cost for 1000 Nos. LABOUR 0114 Beldar Day 2.40 135.25 324.60 0115 Coolie Day 1.60 135.25 216.40 0124 Mason 2nd class Day 0.40 141.60 56.64 9999 Sundries L.S 1.82 1.00 1.82 TOTAL 599.46 Add 1% for water charges 5.99 TOTAL 605.45 Add 15% for contractor’s profit and overheads 90.82 Cost of 1000 Nos 696.27 Say 696.25
- 120. 699 15.8 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 15.8.2 From brick work in lime mortar Code Description Unit Quantity Rate Amount Detail of cost for 1000 Nos. LABOUR 0114 Beldar Day 2.80 135.25 378.70 0115 Coolie Day 1.40 135.25 0124 Mason 2nd class Day 0.80 141.60 113.28 9999 Sundries L.S 8.97 1.00 8.97 TOTAL 690.30 Add 1 % for water charges 6.90 TOTAL 697.20 Add 15% for contractor’s profit and overheads 104.58 Cost of 1000 Nos 801.78 Say 801.80 15.8 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): 15.8.3 From brick work in cement mortar Code Description Unit Quantity Rate Amount Detail of cost for 1000 Nos. LABOUR 0114 Beldar Day 3.50 135.25 473.38 0115 Coolie Day 1.50 135.25 202.88 0124 Mason 2nd class Day 1.24 141.60 175.58 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 859.90 Add 1% for water charges 8.60 TOTAL 868.50 Add 15% for contractor’s profit and overheads 130.28 Cost of 1000 Nos 998.78 Say 998.80 15.9 Demolishing stone rubble masonry manually/by machanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per directionof Engineer-in-charge: 15.9.1 In lime mortar Code Description Unit Quantity Rate Amount Detail of cost for 1.00 cum LABOUR 0114 Beldar Day 0.61 135.25 82.50 0115 Coolie Day 0.49 135.25 66.27 9999 Sundries L.S 1.95 1.00 1.95 TOTAL 150.72 Add 1% for water charges 1.51 TOTAL 152.23 Add 15% for contractor’s profit and overheads 22.83 Cost of 1.00 cum 175.06 Say 175.05
- 121. 700 15.9 Demolishing stone rubble masonry manually/by machanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per directionof Engineer-in-charge: 15.9.2 In cement mortar Code Description Unit Quantity Rate Amount Detail of cost for 1.00 cum LABOUR 0114 Beldar Day 1.30 135.25 175.82 0115 Coolie Day 1.04 135.25 140.66 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 319.21 Add 1% for water charges 3.19 TOTAL 322.40 Add 15% for contractor’s profit and overheads 48.36 Cost of 1.00 cum 370.76 Say 370.75 15.10 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/by machanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: 15.10.1 In lime mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.78 135.25 105.50 0115 Coolie Day 0.61 135.25 82.50 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 190.73 Add 1% for water charges 1.91 TOTAL 192.64 Add 15% for contractor’s profit and overheads 28.90 Cost of 1.00 cum. 221.54 Say 221.55 15.10 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/by machanical means incluaingstacking of serviceable and disposal of unserviceable material within 50* metres lead as per direction of Engineer-in-charge: 15.10.2 In cement mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 1.55 135.25 209.64 0115 Coolie Day 1.19 135.25 160.95 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 373.32 Add 1% for water charges 3.73 TOTAL 377.05 Add 15% for contractor’s profit and overheads 56.56 Cost of 1.00 cum. 433.61 Say 433.60
- 122. 701 15.11 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned material will be measured): 15.11.1 In lime mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0124 Mason 2nd class Day 0.55 141.60 7.08 0114 Beldar Day 0.20 135.25 27.05 0115 Coolie Day 0.20 135.25 27.05 9999 Sundries L.S 0.52 1.00 0.52 TOTAL 61.70 Add 1 % for water charges 0.62 TOTAL 62.32 Add 15% for contractor’s profit and overheads 9.35 Cost of 1.00 cum 71.67 Say 71.65 15.11 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned material will be measured): 15.11.2 In cement mortar Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0124 Mason 2nd class Day 0.50 141.60 7.08 0114 Beldar Day 0.40 135.25 54.10 0115 Coolie Day 0.20 135.25 27.05 9999 Sundries L.S 0.91 1.00 0.91 TOTAL 89.14 Add 1 % for water charges 0.89 TOTAL 90.03 Add 15% for contractor’s profit and overheads 13.50 Cost of 1.00 cum 103.53 Say 103.55 15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.12.1 Of area 3 sq. metres and below Code Description Unit Quantity Rate Amount Detail of cost for each LABOUR 0124 Mason 2nd class Day 0.10 141.60 14.16 0114 Beldar Day 0.18 135.25 24.34 0115 Blacksmith 2nd class Day 0.05 135.25 7.08 9999 Sundries L.S 1.43 1.00 1.43 TOTAL 47.01 Add 1% for water charges 0.47 TOTAL 47.48 Add 15% for contractor’s profit and overheads 7.12 Cost of each 54.60 Say 54.60
- 123. 702 15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead 15.12.2 Of area beyond 3.00 sqm Code Description Unit Quantity Rate Amount Detail of cost for each 0124 Mason (brick layer) 2nd class Day 0.13 141.60 18.41 0114 Beldar Day 0.25 135.25 33.81 0115 Blacksmith 2nd class Day 0.07 135.25 9.91 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 64.86 Add 1% for water charges 0.65 TOTAL 65.51 Add 15% for contractor’s profit and overheads 9.83 Cost of each 75.34 Say 75.35 15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.13.1 Of area 3 sq. metre and below Code Description Unit Quantity Rate Amount Detail of cost for each LABOUR 0112 Carpenter 2nd class Day 0.05 141.60 7.08 0114 Beldar Day 0.08 135.25 10.82 9999 Sundries L.S 0.52 1.00 0.52 TOTAL 18.42 Add 1 % for water charges 0.18 TOTAL 18.60 Add15% for contractor’s profit and overheads 2.79 Cost of each 21.39 Say 21.40 15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.13.2 Of area beyond 3.00 sqm Code Description Unit Quantity Rate Amount Detail of cost for each LABOUR 0112 Carpenter 2nd class Day 0.07 141.60 9.91 0114 Beldar Day 0.10 135.25 13.52 9999 Sundries L.S 0.91 1.00 0.91 TOTAL 24.34 Add 1 % for water charges 0.24 TOTAL 24.58 Add15% for contractor’s profit and overheads 3.69 Cost of each 28.27 Say 28.25
- 124. 703 15.14 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.14.1 Of sectional area 40 square centimetres and above. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0112 Carpenter 2nd class Day 2.00 141.60 283.20 0114 Beldar Day 2.00 135.25 270.50 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 567.09 Add 1% for water charges 5.67 TOTAL 572.76 Add 15% for contractor’s profit and overhead 85.91 Cost of 1.00 cum 658.67 Say 658.65 15.14 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.14.2 Of sectional area below 40 square centimetres. Code Description Unit Quantity Rate Amount Detail of cost for 10.00 m. LABOUR 0112 Carpenter 2nd class Day 0.08 141.60 11.33 0114 Beldar Day 0.08 135.25 10.82 9999 Sundries L.S 0.52 1.00 0.52 TOTAL 22.67 Add 1% for water charges 0.23 TOTAL 22.90 Add 15% for contractor’s profit and overhead 3.44 Cost of 10.00 metre 26.34 Cost of 1.00 m. 2.63 Say 2.65 15.15 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres: 15.15.1 Of sectional area 40 square centimetres and above. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum for every additional span of 1 metre LABOUR 0103 Blacksmith 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 82.28 Add 1 % for water charges 0.82 TOTAL 83.10 Add 15% for contractor’s profit and overheads 12.46 Cost of 1.00 cum / m span 95.56 Say 95.55
- 125. 704 15.15 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or partlhereof beyond 10 metres : 15.15.2 Of sectional area below 40 square centimetres. Code Description Unit Quantity Rate Amount Detail of cost for 10.00 metre for every additional span of 1 metre LABOUR 0103 Blacksmith 2nd class Day 0.006 141.60 0.85 0114 Beldar Day 0.008 135.25 1.08 9999 Sundries L.S 0.39 1.00 0.39 TOTAL 2.32 Add 1% for water charges 0.02 TOTAL 2.34 Add 15% for contractor’s profit and overheads 0.35 Cost of 10.00 metre / m span 2.69 Cost of 1.00 metre/ m span 0.27 say 0.25 15.16 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres: 15.16.1 Of sectional area 40 square centimetres and above. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum for every additional height of 1 metre LABOUR 0103 Blacksmith 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 116.41 Add 1 % for water charges 1.16 TOTOL 117.57 Ada 15% for contractor’s profit and overheads 17.64 Cost of 1.00 cum / m height 135.21 Say 135.20 15.16 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre, or part thereof beyond 5 metres: 15.16.2 Of sectional area below 40 square centimetres. Code Description Unit Quantity Rate Amount Detail of cost for 10.00 metre for every additional height of 1 metre 0103 LABOURBlacksmith 2nd class Day 0.01 141.60 1.42 0114 Beldar Day 0.02 135.25 2.70 9999 Sundries L.S 0.39 1.00 0.39 TOTAL 4.51 Add 1% for water charges 0.05 TOTOL 4.56 Ada 15% for contractor’s profit and overheads 0.68 Cost of 10.00 metre/ m height 5.24 Cost of 1.00 metre/m height 0.52 Say 0.50
- 126. 705 15.17 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.17.1 R.S. Joists Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal LABOUR 0103 Blacksmith 2nd class Day 0.05 141.60 7.08 0100 Bandhani Day o.10 138.45 13.84 0114 Beldar Day 0.15 135.25 20.29 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 43.94 Add 1% for water charges 0.44 TOTAL 44.38 Add 15% for contractor’s profit and overheads 6.66 Cost of 1.00 quintal 51.04 Cost of 1.00 kg 0.51 Say 0.50 15.17 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.17.2 Channels, angles, tees and flats Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal LABOUR 0103 Blacksmith 2nd class Day 0.05 141.60 7.08 0100 Bandhani Day 0.06 138.45 6.92 0114 Beldar Day 0.10 135.25 13.52 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 30.25 Add 1 % for water charges 0.30 TOTAL 30.55 Add 15% for contractor’s profit and overheads 4.58 Cost of 1.00 quintal 35.13 Cost of 1.00 kg 0.35 Say 0.35 15.18 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal LABOUR 0103 Blacksmith 2nd class Day 0.15 141.60 21.24 0100 Bandhani Day 0.10 138.45 13.84 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S 4.16 1.00 4.16 TOTAL 73.05 Add 1 % for water charges 0.73 TOTAL 73.78 Add 15% for contractor’s profit and overheads 11.07 Cost of 1.00 quintal 84.85 Cost of 1.00 kg 0.85 Say 0.85
- 127. 706 15.19: Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal LABOUR 0100 Bandhani Day 0.10 138.45 13.84 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 50.38 Add 1% for water charges 0.50 TOTAL 50.88 Add 15% for contractor’s profit and overheads 7.63 Cost of 1.00 quintal 58.51 Cost of 1.00 kg 0.59 Say 0.60 15.20: Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal for every additional span of 1 metre beyond 10 metre LABOUR 0100 Bandhani Day 0.02 138.45 2.77 0114 Beldar Day 0.06 135.25 8.12 9999 Sundries L.S 0.39 1.00 0.39 TOTAL 11.28 Add 1 % for water charges 0.11 TOTAL 11.39 Add 15% for contractor’s profit and overheads 1.71 Cost of 1.00 quintal / m span 13.10 Cost of 1.00 kg /m span 0.13 Say 0.15 15.21: Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal for every additional height of 1 metre beyond 5 metre LABOUR 0100 Bandhani Day 0.02 138.45 2.77 0114 Beldar Day 0.06 135.25 8.12 9999 Sundries L.S 0.39 1.00 0.39 TOTAL 11.28 Add 1% for water charges 0.11 TOTAL 11.39 Add 15% for contractor’s profit and overheads 1.71 Cost of 1.00 quintal / m height 13.10 Cost of 1.00 kg /m height 0.13 Say 0.15
- 128. 707 15.22: Extra for marking of structural steel work required to be re-erected. Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal LABOUR 0130 Mistry Day 0.20 151.50 30.30 0114 Beldar Day 0.20 135.25 27.05 TOTAL 57.35 Add 1% for water charges 0.57 TOTAL 57.92 Add 15% for contractor’s profit and overheads 8.69 Cost of 1.00 quintal 66.61 Cost of 1.00 kg 0.67 Say 0.65 15.23 : Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metre lead. 15.23.1: For thickness of tiles above 10 mm and upto 25 mm Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0124 Mason 2nd class Day 0.30 141.60 42.48 0114 Beldar Day 0.30 135.25 16-23 0115 Coolie Day 0.24 135.25 32.46 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 93.90 Add 1 % for water charges 0.94 TOTAL 94.84 Add 15% for contractor’s profit and overheads 14.23 Cost of 10.00 sqm 109.07 Cost of 1.00 sqm 10.91 Say 10.90 15.23: Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metre lead. 15.23.2: For thickness of tiles above 25 mm and upto 40 mm Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0124 Mason (brick layer) 2nd class Day 0.59 141.60 83.54 0114 Beldar Day 0.18 135.25 24.34 0115 Coolie Day 0.24 135.25 32.46 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 143.07 Add 1 % for water charges 1.43 TOTAL 144.50 Add 15% for contractor’s profit and overheads 21.68 Cost of 10.00 sqm 166.18 Cost of 1.00 sqm 16.62 Say 16.60
- 129. 708 15.24 : Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead : Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.25 135.25 33.81 0115 Coolie Day 1.00 135.25 135.25 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 171.79 Add 1 % for water charges 1.72 TOTAL 173.51 Add 15% for contractor’s profit and overheads 26.03 Cost of 1.00 cum 199.54 Say 199.55 15.25: Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm. LABOUR 0114 Beldar Day 1.77 135.25 239.39 0115 Coolie Day 0.75 135.25 101.44 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 348.89 Add 1 % for water charges 3.49 TOTAL 352.38 Add 15% for contractor’s profit and overheads 52.86 Cost of 10.00 sqm. 405.24 Cost of 1.00 sqm 40.52 Say 40.50 15.26 : Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0124 Mason 2nd class Day 0.54 141.60 76.46 0114 Beldar Day 0.16 135.25 21.64 0115 Coolie Day 0.24 135.25 32.46 9999 Sundries L.S 2.47 1.00 2.47 TOTAL 133.03 Add 1% for water charges 1.33 TOTAL 134.36 Add15% for contractor’s profit and overheads 20.15 Cost of 10.00 sqm 154.51 Cost of 1.00 sqm 15.45 Say 15.45
- 130. 709 15.27: Demolishing mud phaska in terracing and disposal ofmaterial within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1 cum LABOUR 0114 Beldar Day 0.25 135.25 33.81 0115 Coolie Day 0.62 135.25 83.86 9999 Sundries L.S 1.04 1.00 1.04 TOTAL 118.71 Add 1 % for water charges 1.19 TOTAL 119.90 Add 15% for contractor’s profit and overheads 17.98 Cost of 1.00 cum 137.88 Say 137.90 15.28 : Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.1 : G.S. Sheet Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 1.00 135.25 135.25 9999 Sundries L.S 6.76 1.00 6.76 TOTAL 212.81 Add 1 % for water charges 2.13 TOTAL 214.94 Add 15% for contractor’s profit and overheads 32.24 Cost of 10.00 sqm 247.18 Cost of 1.00 sqm 24.72 Say 24.70 15.28 : Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.28.2: Asbestos Sheet Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S 5.33 1.00 5.33 TOTAL 101.27 Add 1 % for water charges 1.01 TOTAL 102.28 Add 15% for contractor’s profit and overheads 15.34 Cost of 10.00 sqm 117.62 Cost of 1.00 sqm 11.76 Say 11.75
- 131. 710 15.29 : Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1 sqm LABOUR 0114 Beldar Day 1.77 135.25 239.39 0115 coolie Day 0.75 135.25 101.44 9999 Sundries L.S. 8.06 1.00 8 06 TOTAL Add 1 % for water charges 348.89 TOTAL 3.49 Add 15% for contractor’s profit and overheads 352.38 Cost of 10.00 sqm 52.86 Cost of 1.00 sqm 405.24 Say 405.25 15.30 : Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0114 Beldar Day 1.19 135.25 160.95 0115 Coolie Day 1.21 135.25 163.65 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 332.66 Add 1 % for water charges 3.33 TOTAL 335.99 Add 15% for contractor’s profit and overheads 50.40 Cost of 10.00 sqm 386.39 Cost of 1.00 sqm 38.64 Say 38.65 15.31: Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0114 Beldar Day 1.73 135.25 233.98 0115 Coolie Day 0.25 135.25 33.81 9999 Sundries L.S 8.06 1.00 8.06 TOTAL 275.85 Add 1 % for water charges 2.76 TOTAL 278.61 Add 15% for contractor’s profit and overheads 41.79 Cost of 10.00 sqm 320.40 Cost of 1.00 sqm 32.04 Say 32.05
- 132. 711 15.32 : Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0114 Beldar Day 0.54 135.25 73.04 9999 Sundries L.S 3.64 1.00 3.64 TOTAL 76.68 Add 1 % for water charges 0.77 TOTAL 77.45 Add 15% for contractor’s profit and overheads 11.62 Cost of 10.00 sqm 89.07 Cost of 1.00 sqm 8.91 Say 8.90 15.33: Dismantling wooden bailies in posts and struts including stacking within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 50 metre LABOUR 0114 Beldar Day 0.50 135.25 67.62 0115 Coolie Day 0.50 135.25 67.62 9999 Sundries L.S 0.52 1.00 0.52 TOTAL 135.76 Add 1 % for water charges 1.36 TOTAL 137.12 Add 15% for contractor’s profit and overheads 20.57 Cost of 50 m. 157.69 Cost of 1.00 m 3.15 Say 3.15 15.34 : Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: 15.34.1: ‘T’ or ‘L’ iron or pipe. Code Description Unit Quantity Rate Amount Detail of cost for each LABOUR 0114 Beldar Day 0.107 135.25 14.47 0115 Coolie Day 0.067 135.25 9.06 9999 Excavation, transporting and stacking the L.S 0.26 1.00 0.26 posts to the required place within 50 metre lead, refilling the pit and dressing the same 9999 Extra for lifting of R.C.C. posts being heavier L.S 13.39 1.00 13.39 than L iron and cleaning the posts of stacking concrete 9999 Sundries L.S 1.43 1.00 1.43 TOTAL 38.61 Add 1% for water charges 0.39 TOTAL- 39.00 Add 15 % for contractor’s profit and overheads 5.85 Cost of each 44.85 Say 44.85
- 133. 712 15.34: Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: 15.34.2: R.C.C Code Description Unit Quantity Rate Amount Detail of cost for each LABOUR 0114 Beldar Day 0.097 135.25 13.12 0115 Coolie Day 0.06 135.25 8.12 9999 Sundries L.S 0.10 2.60 0.26 9999 Excavation, transporting and stacking the L.S 13.39 1.00 13.39 posts to the required place within 50 metre-s lead, refilling the pit and dressing the same 9999 Extra for lifting of R.C.C. posts being heavier L.S 8.06 1.00 8.06 than L iron and cleaning the posts of stacking concrete 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 45.68 Add 1 % for water charges 0.46 TOTAL 46.14 Add 15% for contractor’s profit and overheads 6.92 Cost of each 53.06 Say 53.05 15.35 : Cutting bailies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1ballie (post) 9999 Cutting L.S 2.73 1.00 2.73 9999 Transporting and stacking L.S 1.43 1.00 1.43 TOTAL 4.16 Add 1 % for water charges 0.04 TOTAL. 4.20 Add 15% for contractor’s profit and overheads 0.63 Cost of each 4.83 Say 4.85 15.36 : Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1 quintal LABOUR 0114 Beldar Day 3.50 135.25 473.38 9999 Sundries L.S 5.33 1.00 5.33 TOTAL 478.71 Add 1 % for water charges 4.79 TOTAL 483.50 Add 15% for contractor’s profit and overheads 72.53 Cost of 1quintal 556 03 Cost of 1.00 kg 5.56 Say 5.55
- 134. 713 15.37 : Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0124 Mason 2nd class Day 0.10 1,41.60 14.16 0114 Beldar Day 0.25 135.25 33.81 0115 Coolie Day 0.25 135.25 33.81 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 84.51 Add 1 % for water charges 0.85 TOTAL 85.36 Add 15% for contractor’s profit and overheads 12.80 Cost of 10.00 sqm 98.16 Cost of 1.00 sqm 9.82 Say 9.80 15.38 : Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.10 141.60 14.16 0114 Beldar Day 0.40 135.25 54.10 0115 Coolie Day 0.20 135.25 27.05 9999 Sundries L.S 4.16 1.00 4.16 TOTAL 99.47 Add 1 % for water charges 0.99 TOTAL 100.46 Add 15% for contractor’s profit and overheads 15.07 Cost of 10.00 sqm 115.53 Cost of 1.00 sqm 11.55 Say 11.55 15.39 : Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but includmg stacking within 50 metres lead : 15.39.1: Upto 10mm thick Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.15 141.60 21.24 0114 Beldar Day 0.20 135.25 27.05 0115 Coolie Day 0.20 135.25 27.05 9999 Sundries L.S 5.33 1.00 5.33 TOTAL 80.67 Add 1 % for water charges 0.81 TOTAL 81.48 Add 15% for contractor’s profit and overheads 12.22 Cost of 10.00 sqm tar 93.70 Cost of 1.00 sqm 9.37 Say 9.35
- 135. 714 15.39: Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but includmg stacking within 50 metres lead : 15.39.2 Thickness above 10 mm upto 25 mm Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.25 135.25 33.81 0115 Coolie Day 0.25 135.25 33.81 9999 Sundries L.S 6.76 1.00 6.76 TOTAL 102.70 Add 1 % for water charges 1.03 TOTAL 103.73 Add 15% for contractor’s profit and overheads 15.56 Cost of 10.00 sqm 119.29 Cost of 1.00 sqm 11.93 Say 11.95 15.39: Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but includmg stacking within 50 metres lead : 15.39.3 Thickness above 25 mm upto 40 mm Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.30 135.25 40.57 0115 Coolie Day 0.30 135.25 40.57 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 122.85 Add 1 % for water charges 1.23 TOTAL 124.08 Add 15% for contractor’s profit and overheads 18.61 Cost of 10.00 sqm 142.69 Cost of 1.00 sqm 14.27 Say 14.25 15.40: Dismantling precast conerete or stone slab in walls, partition walls etc, including stacking within 50 metres lead. 15.40.1: Thickness upto 40mm Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0124 Mason 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 2.00 135.25 270.50 0115 Coolie Day 0.50 135.25 67.62 9999 Sundries L.S 13.39 1.00 13.39 TOTAL 379.83 Add 1% for water charges 3.80 TOTAL 383.63 Add 15% for contractor’s profit and overheads 57.54 Cost of 10.00 sqm 441.17 Cost of 1.00 sqm 44.12 Say 44.10
- 136. 715 15.40: Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres: 15.40.2 Thickness above 40 mm upto 75 mm Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0124 Mason 2nd class Day 0.30 141.60 42.48 0114 Beldar Day 3.00 135.25 405.75 0115 Coolie Day 0.75 135.25 101.44 9999 Sundries L.S 18.85 1.00 18.85 TOTAL 568.52 Add 1% for water charges 5.69 TOTAL 574.21 Add 15% for contractor’s profit and overheads 86.13 Cost of 10.00 sqm 660.34 Cost of 1.00 sqm 66.03 Say 66.05 15.41 : Dismantling cement asbestos, Celotax or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.30 135.25 40.57 0115 Sundries L.S 5.33 1.00 5.33 9999 TOTAL 74.22 Add 1% for water charges 0.74 TOTAL 74.96 Add 15% for contractor’s profit and overheads 11.24 Cost of 10.00 sqm 86.20 Cost of 1.00 sqm 8.62 Say 8.60 15.42: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 5.42.1 75 to 80 mm dia pipe. Code Description Unit Quantity Rate Amount Detail of cost for 10 metres LABOUR 0114 Beldar Day 0.36 135.25 48.69 0115 Coolie Day 0.36 135.25 48.69 9999 Sundries L.S 0.91 1.00 0.91 TOTAL 98.29 Add 1% for water charges 0.98 TOTAL 99.27 Add 15% for contractor’s profit and overheads 14.89 Cost of 10.0 metres 114.16 Cost of 1.00 metre 11.42 Say 11.40
- 137. 716 15.42: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 5.42.2: 100 mm dia pipe. Code Description Unit Quantity Rate Amount Detail of cost for 10.00 metres LABOUR 0114 Beldar Day 0.36 135.25 48.69 0115 Coolie Day 0.36 135.25 51.40 9999 Sundries L.S 1.56 1.00 1.56 TOTAL 101.65 Add 1 % for water charges 1.02 TOTAL 102.67 Add 15% for contractor’s profit and overheads 15.40 Cost of 10.00 metres 118.07 Cost of 1.00 metre 11.81 Say 11.80 15.42: Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 5.42.3: 150 mm dia pipe. Code Description Unit Quantity Rate Amount Detail of cost for 10.00 metres LABOUR 0114 Beldar Day 0.36 135.25 48.69 0115 Coolie Day 0.40 135.25 54.10 9999 Sundries LS 2.08 1.00 2.08 TOTAL 104.87 Add 1% for water charges 1.05 TOTAL 105.92. Add 15% for contractor’s profit and overheads 15.89 Cost of 10.00 metres 121.81 Cost of 1.00 metre 12.18 Say 12.20 15.43: Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : 15.43.1: Water bound macadam road Code Description Unit Quantity Rate Amount Detail of cost for 36 sqm Consider a road 6 metres wide and 6 metres length wise 25 cm average depth = 9.00 cubic metre LABOUR For cutting road taking out soling and metalling including sorting and screening 0114 Beldar Day 4.80 135.25 649.20 0115 Coolie Day 2.40 135.25 324.60 9999 Labour for stacking of serviceable material L.S 89.70 1.00 89.70 and disposal of unserviceable material within 50 metres lead TOTAL 1063.50 Add 1% for water charges 10.64 TOTAL 1074.14 Add 15% for contractor’s profit and overheads 161.12 Cost of 36.00 sqm 1235.26 Cost of 1.00 sqm 34.31 Say 34.30
- 138. 717 15.43: Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material wifnin 50 metres lead as per direction of Engineer-in-charge : 15.43.2: Bituminous road Code Description Unit Quantity Rate Amount Detail of cost for 36 sqm Consider a road 6 metres wide and 6 metres length wise 30 cm average depth = 10.80 cubic metre LABOUR For cutting road taking out soling and metalling including sorting and screening 0114 Beldar Day 9.60 135.25 1298.40 0115 Coolie Day 4.80 135.25 649.20 9999 Labour for stacking of serviceable material L.S 107.64 1.00 107.64 and disposal of unserviceable material within 50 metres lead TOTAL 2055.24 Add 1 % for water charges 20.55 TOTAL 2075.79 Add 15% for contractor’s profit and overheads 311.37 Cost of 36.00 sqm 2387.16 Cost of 1.00 sqm 66.31 Say 66.30
- 139. 718 15.44 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually / by machanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 15.44.1 15 mm to 40 mm nominal bore Code Description Unit Quantity Rate Amount Detail of cost for 10 metre LABOUR Trenching and refilling etc 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 9999 Dismantling G.I. pipe and stacking etc L.S. 35.88 1.00 35.88 TOTAL 214.40 Add 1 % for water charges 2.14 TOTAL 216.54 Add 15% for contractor’s profit and overheads 32.48 Cost of 10.00 metre 249.02 Cost of 1.00 metre 24.90 Say 24.90 15.44 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually / by machanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 15.44.2 Above 40 mm nominal bore Code Description Unit Quantity Rate Amount Detail of cost for 10 metre LABOUR Trenching and refilling etc 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 9999 Dismantling G.I. pipe and stacking etc L.S. 71.70 1.00 71.76 TOTAL 250.28 Add 1% for water charges 2.50 TOTAL 252.78 Add 15% for contractor’s profit and overheads 37.92 Cost of 10.00 metre 290.70 Cost of 1.00 metre 29.07 Say 29.05 15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually / by machanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge: 15.45.1 Upto 150 mm diameter Code Description Unit Quantity Rate Amount Detail of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m= 16.61cum Deduct for pipes of average 100 mm dia =lx40.26x(22/7)/4x(0.018)x(0.018) =0.44cum =16.17cum LABOUR
- 140. 719 Code Description Unit Quantity Rate Amount 0114 Beldar Day 4.67 135.25 631.62 0115 Coolie Day 4.80 135.25 649.20 0101 Bhisti Day 0.27 138.45 37.38 0761 Fuel wood quintal 0.46 265.00 121.90 0771 Kerosene oil litre 0.38 19.00 7.22 0117 Assistant Fitter or 2nd class Fitter Day 0.63 141.60 89.21 0114 Beldar Day 4.50 135.25 608.62 9999 Carriage and L.S. 53.82 1.00 53.82 TOTAL 2198.97 Add 1 % for water charges 21.99 TOTAL 2220.96 Add 15% for contractor’s profit and overheads 333.15 Cost of 40.26 metre 2554.11 Cost of 1.00 metre 63.44 Say 63.45 15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/by mechaincal means. breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge: 15.45.2 Above 150 mm dia upto 300 mm dia. Code Description Unit Quantity Rate Amount Detail of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.65x0.75 m =19.63cum Deduct for pipes of average 250 mm dia = lx40.26x(22/7)/4x(0.274)x(0.274)=2.37cum =17.26cum LABOUR 0114 Beldar Day 4.99 135.25 674.90 0115 Coolie Day 5.12 135.25 692.48 0101 Bhisti Day 0.29 138.45 40.15 0761 Fuel wood quintal 1.03 265.00 272.95 0771 Kerosene oil litre 1.14 19.00 21.66 0117 Assistant Fitter or 2nd class Fitter Day 1.30 141.60 184.08 0114 Beldar Day 7.50 135.25 1014.38 9999 Carriage L.S. 7.50 1.00 80.73 TOTAL 2 981.33 Add 1 % for water charges 29.81 TOTAL 3 011.14 Add 15% for contractor’s profit and overheads 451.67 Cost of 40.26 metre 3 462.81 Cost of 1.00 metre 86.01 Say 86.00
- 141. 720 15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/by machanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metre lead as per direction of Engineer-in-charge: 15.45.3 Above 300 mm diameter Code Description Unit Quantity Rate Amount Detail of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.85x0.75 m =25.67cum Deduct for pipes of average 450 mm dia =lx40.26x(22/7)/4x(0.48)x(0.48) =7.29cum = 18.38cum LABOUR 0114 Beldar Day 5.32 135.25 719.53 0115 Coolie Day 5.46 135.25 738.47 0101 Bhisti Day 0.31 138.45 42.92 0761 Fuel wood quintal 1.40 265.00 371.00 0771 Kerosene oil litre 2.27 19.00 43.13 0117 Assistant Fitter or 2nd class Fitter Day 2.25 141.60 318.60 0114 Beldar Day 11.50 135.25 1 555.38 9999 Carriage & Sundries L.S. 134.55 1.00 134.55 TOTAL 3 923.58 Add 1% for water charges 39.24 TOTAL 3 962.82 Add 15% for contractor’s profit and overheads 594.42 Cost of 40.26 metre 4 557.24 Cost of 1.00 metre 113.20 Say 113.20 15.46 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes manually/ by machanical maeans breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metres lead as per direction of Engineer-in-charge: 15.46.1 Upto 600 mm diameter Code Description Unit Quantity Rate Amount Detail of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x1.30x1.65 m =86.36cum Deduct for pipes of average 450 mm dia =1x40.26x(22/7)/4x(0.48)x(0.48) =7.29 cum = 79.07 cum LABOUR 0114 Beldar Day 5.32 135.25 719.53 0115 Coolie Day 5.46 135.25 738.47 0101 Bhisti Day 0.31 138.45 42.92 0761 Fuel wood quintal 1.40 265.00 371.00 0771 Kerosene oil litre 2.27 19.00 43.13 0117 Assistant Fitter or 2nd class Fitter Day 2.25 141.60 318.60 0114 Beldar Day 11.50 135.25 1555.38 9999 Carriage and sundries L.S. 134.55 1.00 134.55 TOTAL 3923.58 Add 1 % for water charges 39.24 TOTAL 3 962.82 Add 15% for contractor’s profit and overheads 594.42 Cost of 40.26 metre 4 557.24 Cost of 1.00 metre 113.20 Say 113.20
- 142. 721 15.46 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes, lead at site within 50 metres lead as per direction of Engineer-in-charge: 15.46.2 Above 600 mm diameter Code Description Unit Quantity Rate Amount Detail of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth lx40.26xl.30xl.65 m =86.36cum Deduct for pipes of average 900 mm dia = 1 x40.26x(22/7)/4x( 1.00)x( 1.00) =31.63cum =54.73 cum LABOUR 0114 Beldar Day 15.82 135.25 2139.66 0115 Coolie Day 16.25 135.25 2197.81 0101 Bhisti Day 0.93 138.45 128.76 0761 Fuel wood quintal 3.08 265.00 816.20 0771 Kerosene oil litre 5.00 19.00 95.00 0117 Assistant Fitter or 2nd class Fitter Day 10.00 141.60 1416.00 0114 Beldar Day 20.00 135.25 2 705.00 9999 Carriage and sundries L.S. 179.40 1.00 179.40 TOTAL 9677.84 Add 1% for water charges 96.78 TOTAL 9 774.62 Add 15% for contractor’s profit and overheads 1466.19 Cost of 40.26 metre 11 240.81 Cost of 1.00 metre 279.21 Say 279.20 15.47 Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking pipes within 50 metres lead as per direction of Engineer-in-charge: 15.47.1 Upto 150 mm diameter Code Description Unit Quantity Rate Amount Detail of cost for 10 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 10.00x0.55x0.75 m =4.125cum Deduct for pipes of average 100 mm dia =1x10x(22/7)/4x(0.118)x(0.118) =0.109cum =4.016cum LABOUR 0114 Beldar Day 1.16 135.25 156.89 0115 Coolie Day 1.19 135.25 160.95 0101 Bhisti Day 0.07 138.45 9.69 0114 Beldar Day 0.36 135.25 48.69 0115 Coolie Day 0.38 135.25 51.40 9999 Carriage and sundries L.S. 1.56 1.00 1.56 TOTAL 429.18 Add 1% for water charges 4.29 TOTAL 433.47 Add 15% for contractor’s profit and overheads 65.02 Cost of 10.00 metre 498.49 Cost of 1.00 metre 49.85 Say 49.85
- 143. 722 15.47. Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge: 15.47.2 Above 150 mm diameter Code Description Unit Quantity Rate Amount Detail of cost for 10 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 10.00x0.65x0.75 m =4.88cum Deduct for pipes of average 250 mm dia = lxl0x(22/7)/4x(0.274)x(0.274)=0.590cum =4.29cum LABOUR 0114 Beldar Day 1.24 135.25 167.71 0115 Coolie Day 1.28 135.25 173.12 0101 Bhisti Day 0.07 138.45 9.69 0114 Beldar Day 0.36 135.25 48.69 0115 Coolie Day 0.88 135.25 119.02 9999 Carriage and sundries L.S. 3.77 1.00 3.77 TOTAL 522.01 Add 1% for water charges 5.22 TOTAL 527.23 Add 15% for contractor’s profit and overheads 79.08 Cost of 10.00 metre 606.31 Cost of 1.00 metre 60.63 Say 60.65 15.48 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually / by mechanical means and stacking of usefull materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 man hole Demolition of R.C.C. slab 1.3x1.2x0.15 m=0.234cum Less cover 0.61x0.455x0.15 m =0.042cum =0.192cum LABOUR 0114 Beldar Day 0.50 135.25 67.62 0115 Coolie Day 0.14 135.25 18.94 9999 Removel of C.I. Cover with frame including L.S. 1.30 1.00 1.30 stacking 9999 Sundries L.S. 7.15 1.00 7.15 TOTAL 95.01 Add 1% for water charges 0.95 TOTAL 95.96 Add 15% for contractor’s profit and overheads 14.39 Cost of 1 each 110.35 Say 110.35
- 144. 723 15.49 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Detail of cost for 1 man hole Demolition of R.C.C. slab 1.1x0.9x0.15 m=0.148cum Less cover 0.61x0.455x0.15 m =0.042cum =0.106cumSay 0.11 cum LABOUR 0114 Beldar Day 0.29 135.25 39.22 0115 Coolie Day 0.08 135.25 10.82 9999 Removel of C.I. Cover with frame including L.S. 0.65 1.00 0.65 stacking 9999 Sundries L.S. 5.33 1.00 5.33 TOTAL 56.02 Add 1% for water charges 0.56 TOTAL 56.58 Add 15% for contractor’s profit and overheads 8.49 Cost of 1 each 65.07 Say 65.05 15.50 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1 each Dismantling cement concrete (a) 1:4:8: 0.90x0.90x1.35m =1.094cum Less shaft 1/4x22/7x(0.450)x(0.450)x1.10 m =0.175cum =0.919cum Say 0.92cum Dismantling cement concrete (b)1:2:4 : 90x0.90x0.15m =0.122cum Less shaft 1/4x22/7x0.15x0.45 m =0.024cum =0.098cum Say 0. lOcum LABOUR 0114 Beldar Day 0.81 135.25 109.55 0115 Coolie Day 0.51 135.25 68.98 9999 Sundries L.S. 1.82 1.00 1.82 0114 Beldar Day 0.16 135.25 21.64 0115 Coolie Day 0.07 135.25 9.47 9999 Sundries L.S. 0.52 1.00 0.52 0130 Mistry Day 0.25 151.50 37.88 0123 Mason 1 st class Day 0.12 151.50 18.18 0124 Mason 2nd class Day 0.12 141.60 16.99 0100 Bandhani Day 1.00 138.45 138.45 0114 Beldar Day 1.00 135.25 135.25 9999 Sundries for scaffolding etc L.S. 53.82 1.00 53.82 TOTAL 612.55 Add 1 % for water charges 6.13 TOTAL 618.68 Add 15% for contractor’s profit and overheads 92.80 Cost of 1.00 metre 711.48 Say 711.50
- 145. 724 15.51 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 metres lead including refilling the excavated gap. Code Description Unit Quantity Rate Amount Detail of cost for one chamber Dismantling cement concrete a) 1:5:10 : 1.05x1.00x0.15m=0.16cum Dismantling brick work in cement mortar 2.70x0.20x0.45m =0.24cum Dismantling cement concrete b) 1:2:4: 2.70x0.20x0.15m =0.08cum LABOUR 0114 Beldar Day 0.14 135.25 18.94 0115 Coolie Day 0.09 135.25 12.17 9999 Sundries L.S. 0.26 1.00 0.26 0114 Beldar Day 0.25 135.25 33.81 0115 Coolie Day 0.22 135.25 29.76 9999 Sundries L.S. 0.52 1.00 0.52 0114 Beldar Day 0.13 135.25 17.58 0115 Coolie Day 0.06 135.25 8.12 9999 Sundries for scaffolding etc L.S. 0.39 1.00 0.39 9999 Dismantling C.I. Grating L.S. 7.15 1.00 7.15 TOTAL 128.70 Add 1% for water charges 1.29 TOTAL 129.99 Add 15% for contractor’s profit and overheads 19.50 Cost of 1 each 149.49 Say 149.50 15.52 Dismantling of flushing cistern of any size including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 1 each LABOUR 0116 Fitter (grade 1) Day 0.25 151.50 37.88 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S. 17.94 1.00 17.94 TOTAL 123.44 Add 1 % for water charges 1.23 TOTAL 124.67 Add 15% for contractor’s profit and overheads 18.70 Cost of 1 each 143.37 Say 143.35
- 146. 725 53.53 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 15.53.1 Upto 150mm diameter Code Description Unit Quantity Rate Amount Detail of cost of dismantling 10 sluice valves (ace.) 100mm LABOUR 0116 Fitter (grade 1) Day 0.60 151.50 90.90 0117 Assistant Fitter or 2nd class Fitter Day 0.40 141.60 56.64 0114 Beldar Day 1.60 135.25 216.40 9999 Sundries for removing the R.C.C. cover etc for L.S. 9.70 1.00 89.70 dismantling sluice valve TOTAL 453.64 Add 1% for water charges 4.54 TOTAL 458.08 Add 15% for contractor’s profit and overheads 68.73 Cost of 10 Nos 526.91 Cost of 1 No 52.69 Say 52.70 15.53 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 15.53.2 Above 150 mm diameter Code Description Unit Quantity Rate Amount Detail of cost of dismantling 10 sluice valves (ace.) 100mm LABOUR 0116 Fitter (grade 1) Day 2.40 151.50 363.60 0117 Assistant Fitter or 2nd class Fitter Day 1.54 141.60 218.06 0114 Beldar Day 6.40 135.25 865.60 9999 Sundries for removing the R.C.C. cover etc for L.S. 89.70 1.00 89.70 dismantling sluice valve TOTAL 1536.96 Add 1 % for water charges 15.37 TOTAL 1552.33 Add 15% for contractor’s profit and overheads 232.85 Cost of 10 Nos 1785.18 Cost of 1 No 178.52 Say 178.50 15.54 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 Nos LABOUR 0116 Fitter (grade 1) Day 1.50 151.50 227.25 0117 Assistant Fitter or 2nd class Fitter Day 1.00 141.60 141.60 0114 Beldar Day 4.00 135.25 541.00 TOTAL 909.85 Add 1 % for water charges 9.10 TOTAL 918.95 Add 15% for contractor’s profit and overheads 137.84 Cost of 10 Nos 1056.79 Cost of 1 No 105.68 Say 105.70
- 147. 726 15.55 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead : 15.55.1 120 x 120 cm (outside to outside) Code Description Unit Quantity Rate Amount Detail of cost for one platform Dismantling cement concret 1:5:10 4.00x0.35x0.12m =0.168cum 0.80x0.80x0.075m =0.048cum =0.216cum Say 0.22cum Dismantling brick work in cement mortar 4.00x0.20x0.30m =0.24cum 4.00x0.10x0.20m =0.088cum =0.328cum Say 0.33cum Dismantling 40 mm C.C. flooring 1:2:4 1.00x 1.00x0.04m =0.04cum LABOUR 0114 Beldar Day 0.19 135.25 25.70 0115 Coolie Day 0.12 135.25 16.23 9999 Sundries L.S. 0.39 1.00 0.39 0114 Beldar Day 0.35 135.25 47.34 0115 Coolie Day 0.30 135.25 40.57 9999 Sundries L.S. 0.91 1.00 0.91 0114 Beldar Day 0.06 135.25 8.12 0115 Coolie Day 0.03 135.25 4.06 9999 Sundries for scaffolding etc L.S. 0.13 1.00 0.13 TOTAL 143.45 Add 1% for water charges 1.43 TOTAL 144.88 Add 15% for contractor’s profit and overheads 21.73 Cost of 1 each 166.61 Say 166.60 15.55 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead : 15.55.2 210 x 120 cm (outside to outside) Code Description Unit Quantity Rate Amount Detail of cost for one platform Dismantling cement concrete 1:5:10 5.80x0.35x0.22m =0.243cum 0.80x1.70x0.075m =0.102cum =0.345cum Say 0.35cum Dismantling brick work in cement mortar 5.80x0.20x0.30m =0.348cum 6.20x0.10x0.20m =0.124cum =0.472cum Say 0.47cum Dismantling 40 mm C.C. flooring 1:2:4 1.90x 1.00x0.04m =0.08cum LABOUR 0114 Beldar Day 0.31 135.25 41.93 0115 Coolie Day 0.19 135.25 25.70
- 148. 727 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 0.65 1.00 0.65 0114 Beldar Day 0.50 135.25 67.62 0115 Coolie Day 0.42 135.25 56.80 9999 Sundries L.S. 1.30 1.00 1.30 0114 Beldar Day 0.13 135.25 17.58 0115 Coolie Day 0.06 135.25 8.12 9999 Sundries for scaffolding etc L.S. 0.39 1.00 0.39 TOTAL 220.09 Add 1% for water charges 2.20 TOTAL 222.29 Add 15% for contractor’s profit and overheads 33.34 Cost of 1 each 255.63 Say 255.65 15.55 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useAl materials near the site and disposal of unserviceable materials within 50 metres lead : 15.55.3 320 x 120 cm (outside to outside Code Description Unit Quantity Rate Amount Detail of cost for one platform Dismantling cement concrete l:5:10 8.00x0.35x0.12m =0.336cum 2.80x0.80x0.075m =0.168cum =0.504cum Say 0.50cum Dismantling brick work in cement mortar 8.00x0.20x0.30m =0.48cum 8.40x0.10x0.20m =0.168cum =0.648cum Say 0.65cum Dismantling 40 mm C.C. flooring 1:2:4 3.00x1.00x0.04m =0.12cum LABOUR 0114 Beldar Day 0.44 135.25 59.51 0115 Coolie Day 0.28 135.25 37.87 9999 Sundries L.S. 0.91 1.00 0.91 0114 Beldar Day 0.69 135.25 93.32 0115 Coolie Day 0.59 135.25 79.80 9999 Sundries L.S. 1.56 1.00 1.56 0114 Beldar Day 0.19 135.25 25.70 0115 Coolie Day 0.09 135.25 12.17 9999 Sundries for scaffolding etc L.S. 0.52 1.00 0.52 TOTAL 311.36 Add 1 % for water charges 3.11 TOTAL 314.47 Add 15% for contractor’s profit and overheads 47.17 Cost of 1 each 361.64 Say 361.65
- 149. 728 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0114 Beldar Day 0.36 135.25 48.69 0115 Coolie Day 0.08 135.25 10.82 0101 Bhisti Day 0.07 138.45 9.69 9999 Sundries for scaffolding etc L.S. 1.43 1.00 1.43 TOTAL 70.63 Add 1% for water charges 0.71 TOTALr 71.34 Add 15% for contractor’s profit and overheads 10.70 Cosfof 10.00 sqm 82.04 Cost of 1.00 sqm 8.20 Say 8.20 15.57 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm LABOUR 0112 Carpenter 2nd class Day 0.20 141.60 28.32 0114 Beldar Day 0.30 135.25 40.57 9999 Sundries L.S. 5.38 1.00 5.38 TOTAL 74.27 Add 1% for water charges 0.74 TOTAL 75.01 Add 15% for contractor’s profit and overheads 11.25 Cost of 10.00 sqm 86.26 Cost of 1.00 sqm 8.63 Say 8.65 15.58 Demolishing C.C. /R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable material separately including cutting reinforcement bars. Code Description Unit Quantity Rate Amount Details of cost for 1 cum LABOUR 0128 Mate Day 0.03 138.45 4.15 Labour for operating pneumatic tools 0139 Skilled Beldar Day 0.50 138.45 69.22 0114 Beldar Day 0.50 135.25 67.62 Labour for cutting reinforcement bars. 0103 Blacksmith 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 0.50 135.25 67.62 MACHINERY
- 150. 729 Code Description Unit Quantity Rate Amount 0040 Air compressor 250 cfm with two leads for Day 0.125 1600.00 200.00 preumatic cutters/ hammers. 0039 Tractor trolley . per day 0.05 1000.00 50.00 0041 Joint cutting machine with 2-3 blades per day 0.125 800.00 100.00 TOTAL 629.41 Add 1% for water charges 6.29 TOTAL 635.70 Add 15% for contractor’s profit and overhead 95.36 Cost for 1 cum 731.06 Say 731.05 15.59 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1000 metres, as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 1 cum LABOUR 0128 Mate Day 0.01 138.45 1.38 0114 Beldar Day 0.30 135.25 40.57 MACHINERY 0039 Tractor trolley. per day 0.0475 1000.00 47.50 0038 Tractor with ripper attachment. per day 0.002 1000.00 2.00 TOTAL 91.45 Add 1% for water charges. 0.91 TOTAL 92.36 Add 15% for contractor’s profit and overhead 13.85 Cost for 1 cum 106.21 Say 106.20
- 151. 731 SUB HEAD : 16.0 ROAD WORK
- 152. 733 16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. (A) preparation of subgrade. Earth work in excavation including dressing etc. 100sqm.x22.5cm (average depth) = 22.5cum. Labour 0128 Mate Day 1.80 138.45 249.21 0115 Coolie Day 18.00 135.25 2,434.50 0114 Beldar Day 0.27 135.25 36.52 0003 Hire charges of road roller Day 0.054 1000.00 54.00 0113 Chowkidar Day 0.054 135.25 7.30 1235 Diesel for road roller @ 18 litres litre 0.972 30.25 29.40 9999 Carriage of diesel L.S. 1.43 1.00 1.43 9999 Sundries L.S. 6.76 1.00 6.76 (B) Conslidation of subgrade Roller charges (one roller does 1860 sqm. of conosolidation of sub - grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade 0003 Hire charges of Diesel Road Roller - 8 to 10 Day 0.054 1 000.00 54.00 tonne 0113 Chowkidar Day 0.054 135.25 7.30 1235 Diesel oil litre 0.972 30.25 29.40 9999 Carriage of diesel. L.S. 1.43 1.00 1.43 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 2,918.01 Add 1 % for water charges 29.18 TOTAL 2,947.19 Add 15% for contractor’s profit and overheads 442.08 Cost for 100 sqm. 3,389.27 Cost per sqm. 33.89 Say 33.90 16.2 : Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Code Description Unit Quantity Rate Amount Details of cost for 10.00 cum. Labour (Extra to item No.2.3 in Earth work) 0101 Bhishti Day 0.17 138.45 23.54 Roller charges (one roller does 1860sqm. of consolidation per day of 8 hours and uses 18 litres diesel) 0003 Hire charges of road roller Day 0.008 1 000.00 8.00 0113 Chowkidar Day 0.008 135.25 1.08 1235 Diesel for road roller @ 18 litres per day i.e. litre 0.144 30.25 4.36 0.008x18=0.144 litres
- 153. 734 Code Description Unit Quantity Rate Amount 9999 Carriage of diesel L.S. 0.39 1.00 0.39 9999 Sundries L.S. 1.43 1.00 1.43 TOTAL 38.80 Add 1% for water charges 0.39 TOTAL 39.19 Add 15 % for contractor’s profit and overheads 5.88 Cost of 10 cum. 45.07 Cost per cum. 4.51 Say 4.50 16.3 : Supplying and stacking at site. 16.3.1 : 90 mm to 45 mm size stone aggregate. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Materials : 2901 Stone Aggregate 125 mm (one size) cum 0.10 575.00 57.50 2902 Stone Aggregate 90 mm (one size) cum 0.65 575.00 373.75 0291 Stone Aggregate 63 mm (one size) cum 0.25 600.00 150.00 2206 Carriage cum 1.00 57.83 57.83 Total 639.08 Add 1% for water charges. 6.39 Total 645.47 Add 15% for contractor’s profit and overheads 96.82 Cost for 1 cum 742.29 Say 742.30 16.3 Supplying and stacking at site. 16.3.2 63 mm to 45 mm size stone aggregate. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Materials : 2902 Stone Aggregate 90 mm (one size). cum 0.10 575.00 57.50 0291 Stone Aggregate 63 mm (one size) cum 0.65 600.00 390.00 0292 Stone Aggregate 53 mm (one size) cum 0.25 625.00 156.25 2206 Carriage of aggregate cum 1.00 57.83 57.83 Total 661.58 Add 1% for water charges. 6.62 Total 668.20 Add 15% for contractor’s profit and overheads 100.23 Cost for 1 cum 768.43 Say 768.45 16.3 : Supplying and stacking at site. 16.3.3 : 53 mm to 22.4 mm size stone aggregate. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Materials : 0291 Stone Aggregate 63mm (one size) cum 0.05 600.00 30.00 0292 Stone Aggregate 53 mm (one size) cum 0.30 625.00 187.50 0293 Stone Aggregate 45mm (one size) cum 0.65 650.00 422.50 2206 Carriage cum 1.00 57.83 57.83
- 154. 735 Code Description Unit Quantity Rate Amount Total 697.83 Add 1% for water charges. 6.98 Total 704.81 Add 15 % for contractor’s profit and overheads 105.72 Cost for 1 cum 810.53 Say 810.55 16.3 Supplying and stacking at site. 16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. Code Description Unit Quantity Rate Amount Details of cost for 1 cum. Materials : 2908 Brick aggregate 120 mm to 40 mm size cum 1.00 285.00 285.00 2260 Carriage cum 1.00 57.83 57.83 Total 342.83 Add 1% for water charges. 3.43 Total 346.26 Add 15% for contractor’s profit and overheads 51.94 Cost for 1 cum 398.20 Say 398.20 16.3 Supplying and stacking at site. 16.3.5 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Materials : 2909 Brick aggregate 90mm to 45mm cum 1.00 320.00 320.00 2260 Carriage cum 1.00 57.83 57.83 Total 377.83 Add 1% for water charges. 3.78 Total 381.61 Add 15% for contractor’s profit and overheads 57.24 Cost for 1 cum 438.85 Say 438.85 16.3 Supplying and stacking at site. 16.3.6 Stone screening 13.2 mm nominal size (Type A). Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Material 2910 Stone chippings 13.2mm cum 0.05 700.00 35.00 2911 Stone chippings 10mm/11.2mm cum 0.80 700.00 560.00 2903 Stone chippings 5.6mm cum 0.15 800.00 120.00 2202 Carriage cum 1.00 53.21 53.21 TOTAL 768.21 Add 1% for water charges 7.68 TOTAL 775.89 Add 15% for contractor’s profit and overheads 116.38 Cost for one cum. 892.27 Say 892.25
- 155. 736 16.3 Supplying and stacking at site. 16.3.7 Stone screening 11.2 mm nominal size (Type B) Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Material 2911 Stone chippings 11.2mm cum 0.10 700.00 70.00 2903 Stone chippings 5.6mm cum 0.75 800.00 600.00 2904 Stone screenings 180 mircorn cum 0.15 800.00 120.00 2202 Carriage of stone aggregate 11.2mm & 5.6mm cum 0.85 53.21 45.23 2267 Carriage of stone screenings 180 mircron cum 0.15 53.21 7.98 (dust) TOTAL 843.21 Add 1% for water charges 8.43 TOTAL 851.64 Add 15% for contractor’s profit and overheads 127.75 Cost for one cum. 979.39 Say 979.40 16.3 Supplying and stacking at site. 16.3.8 Red bajri Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Material 0304 Cost of bajri at quarry cum 1.00 510.00 510.00 2311 Carriage cum 1.00 53.21 53.21 TOTAL 563.21 Add 1% for water charges 5.63 TOTAL 568.84 Add 15% for contractor’s profit and overheads 85.33 Cost for one cum. 654.17 Say 654.15 16.3 Supplying and stacking at site. 16.3.9 Good earth. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Excavation: 0114 Beldar Day 0.177 135.25 23.94 0115 Coolie Day 0.167 135.25 22.59 0979 Royalty for good earth cum 1.00 11.00 11.00 2241 Carriage of good earth by mechanical cum 1.00 66.51 66.51 transport upto 1 km lead TOTAL 124.04 Add 1% for water charges 1.24 TOTAL 125.28 Add15% for contractor’s profit and overheads 18.79 Cost per cum. 144.07 Say 144.05
- 156. 737 16.3 Supplying and stacking at site. 16.3.10 Moorum. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Material 0810 Cost of moorum at quarry cum 1.00 310.00 310.00 2265 Carriage cum 1.00 53.21 53.21 TOTAL 363.21 Add 1% for water charges 3.63 TOTAL 366.84 Add 15% for contractor’s profit and overheads 55.03 Cost for one cum. 421.87 Say 421.85 16.4 Laying , spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking , rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fillup interstices of coarse aggregate watering and compacting to the required density. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Labour 0114 Beldar Day 0.26 135.25 35.16 0115 Coolie Day 0.263 135.25 35.16 0101 Bhisti Day 0.26 138.45 36.00 Roller charges (one roller does 30 cum consolidation per day of 8 hours and uses 18 litres of diesel oil). 0003 Hire charges of Road Roller Day 0.033 1000.00 33.00 0113 Chowkidar Day 0.033 135.25 4.46 Diesel for road roller @ 18 litres 0.033x18 = 0.59 1235 Diesel oil litre 0.59 30.25 17.85 9999 Carriage of diesel L.S. 1.43 1.00 1.43 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 165.79 Add 1% for water charges 1.66 TOTAL 167.45 Add 15% for contractor’s profit and overheads 25.12 Cost for 1 cum 192.57 Say 192.55 16.5 Laying water bound macadam sub-base withbrick aggregate and blinding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete. (payment for brick aggregate and moorum etc. to be made separately) 16.5.1 Over burnt (Jhama) brick aggregate 120 mm to 40 mm. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Labour 0114 Beldar Day 0.35 135.25 47.34 0115 Coolie Day 0.26 135.25 35.16
- 157. 738 Code Description Unit Quantity Rate Amount 0101 Bhishti Day 0.18 138.45 24.92 Roller charges (one roller does 230cum. consolidation per day of 8 hours and uses 18 litres of diesel oil) 0003 Hire charges of road roller Day 0.004 1000.00 4.00 0113 Chowkidar Day 0.004 135.25 0.54 1235 Diesel for road roller @ 18 litres per day litre 0.072 30.25 2.18 18x0.004=0.072 9999 Carriage of diesel L.S. 0.39 1.00 0.39 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 117.26 Add 1 % for water charges 1.17 TOTAL 118.43 Add 15% for contractor’s profit and overheads 17.76 Cost for one cum. 136.19 Say 136.20 16.5 Laying water bound macadam sub-base withbrick aggregateand blinding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete.(payment for brick aggregate and moorum etc. to be made separately) 16.5.2 Over burnt (Jhama) brick aggregate 90 mm to 45 mm. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Labour 0114 Beldar Day 0.35 135.25 47.34 0115 Coolie Day 0.26 135.25 35.16 0101 Bhishti Day 0.18 138.45 24.92 Roller charges (one roller does 230cum. consolidation per day of 8 hours and uses 18 litres of diesel oil) 0003 Hire charges of road roller Day 0.004 1 000.00 4.00 0113 Chowkidar Day 0.004 135.25 0.54 1235 Diesel for road roller @ 18 litres per day litre 0.072 30.25 2.18 18x0.004=0.072 9999 Carriage of diesel L.S. 0.39 1.00 0.39 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 117.26 Add 1 % for water charges 1.17 TOTAL 118.43 Add 15% for contractor’s profit and overheads 17.76 Cost for one cum. 136.19 Say 136.20 16.6 Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. 16.6.1 With road roller/ hand roller. Code Description Unit Quantity Rate Amount Details of cost for 6 mm thick and 100.00 sqm area = 0.60 cum. (A) Supplying and stacking of Red bajri at site. Material:
- 158. 739 Code Description Unit Quantity Rate Amount 2311 Carriage of Red bajri cum 0.6 53.21 31.93 (B) Spreading of red bajri Labour 0114 Beldar Day 0.54 135.25 73.04 0101 Bhishti Day 0.54 138.45 74.76 Roller charges (one roller does 1860sqm. consolidation per day of 8 hours and uses 18 litres of diesel oil) 0003 Hire charges of road roller Day 0.054 1000.00 54.00 0113 Chowkidar Day 0.054 135.25 7.30 1235 Diesel for road roller @ 18 litres per day i.e. litre 0.972 30.25 29.40 18x0.054=0.972 9999 Carriage of diesel L.S. 1.43 1.00 1.43 TOTAL 577.86 Add 1 % for water charges 5.78 TOTAL 583.64 Add 15% for contractor’s profit and overheads 87.55 Cost for 100 sqm. 671.19 Cost per sqm. 6.71 Say 6.70 16.7 Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. 16.7.1 With F.P.S. bricks of class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 10.00 m. Material 2602 Bricks of class designation 75 including 12% 1000 Nos 160.00 1,900.00 304.00 wastage 2201 Carriage of Bricks 1000 Nos 160.00 141.88 22.70 0123 Mason 1st class Day 0.17 151.50 25.76 0124 Mason 2nd class Day 0.17 141.50 24.07 0115 Coolie Day 0.35 135.25 47.34 9999 Removal of rubbish L.S. 17.94 1.00 17.94 9999 Sundries L.S. 8.97 1.00 8.97 TOTAL 450.78 Add 1% for water charges 4.51 TOTAL 455.29 Add 15% for contractor’s profit and overheads 68.29 Cost for 10m. 523.58 Cost per m. 52.36 Say 52.35
- 159. 740 16.8 Brick edging laid lengthwise with half brick depthincluding excavation, refilling and disposal of surplus earth lead upto50 metres : 16.8.1 With F.P.S. bricks of class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 10.00 m. Material 2602 Bricks of class designation 75 including 12% 1000 Nos 49 1,900.00 93.10 wastage 2201 Carriage of Bricks 1000 Nos 49.00 141.88 6.95 Labour 0123 Mason 1st class Day 0.04 151.50 6.06 0124 Mason 2nd class Day 0.04 141.60 5.66 0115 Coolie Day 0.09 135.25 12.17 9999 Removal of rubbish L.S. 4.16 1.00 4.16 TOTAL 128.10 Add 1% for water charges 1.28 TOTAL 129.38 Add 15% for contractor’s profit and overheads 19.41 Cost for 10m. 148.79 Cost per m. 14.88 Say 14.90 16.9 Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to lOtonne capacity. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Labour 0114 Beldar Day 1.35 135.25 182.59 0115 Coolie Day 1.08 135.25 146.07 Consolidation of scarified material 100sqm.x50mm = 5cum Less 20% wastage = 1 cum. = 4 cum. 0003 Hire charges of road roller Day 0.132 1 000.00 132.00 0113 Chowkidar Day 0.132 135.25 17.85 1235 Diesel for road roller @ 18 litres/ day(8 hour) litre 2.376 30.25 71.87 9999 Carriage L.S. 1.43 1.00 1.43 9999 Sundries L.S. 5.46 1.00 5.46 TOTAL 557.27 Add 1% for water charges 5.57 TOTAL 562.84 Add 15% for contractor’s profit and overheads 84.43 Cost for 100 sqm. 647.27 Cost per sqm. 6.47 Say 6.45
- 160. 741 16.10 Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Earth work in excavation including dressing etc. 100x0.075=7.5cum. (A)(Rate as per item no. 2.6.1 of S.H. Earth work) cum 7.50 101.85 763.88 Collection and stacking of brick aggregate 53 mm nominal size 100x0.075 =7.50cum. Brick Aggregate 0286 53 mm nominal size 100x0.75=7.50cum. cum 7.50 355.00 2,662.50 2260 Carriage cum 7.50 57.83 433.72 Supply staking Red Bajri 100x0.012= 1.2 cum. (A) (Rate as per item No.16.3.8) cum 1.20 654.15 784.98 Collection and stacking of moorum at site 100x0.012= 1.20cum. (Rate as per item No.16.3.10) cum 1.20 421.85 506.22 Spreading and consolidation of brick aggregate and blinding material etc. 0114 Beldar Day 1.95 135.25 263.74 0115 Coolie Day 2.63 135.25 355.72 0101 Bhishti Day 1.35 138.45 186.91 0003 Hire charges of road roller Day 0.135 1 000.00 135.00 0113 Chowkidar Day 0.135 135.25 18.26 1235 Diesel for road roller @ 18 litres/ day(8 hour) litre 2.43 30.25 73.51 9999 Carriage of diesel L.S. 10.79 1.00 10.79 9999 Sundries L.S. 20.15 1.00 20.15 Spreading of red bajri, watering and rolling 0003 Roller charges Day 0.054 1 000.00 54.00 0113 Chowkidar Day 0.054 135.25 7.30 1235 Diesel for road roller litre 0.972 30.25 29.40 9999 Carriage of diesel L.S. 0.55 1.00 1.43 TOTAL 6,307.50 Add 1 % for water charges on all except ‘A’ 42.52 TOTAL 6,350.02 Add 15% for contractor’s profit and overheads 644.24 on all except ‘A’ Cost for 100 sqm. 6,994.26 Cost per sqm. 69.94 Say 69.95
- 161. 742 16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm. Material Stone for pitching 15 cm x 1158 22.5 crn thick cum 2.25 332.00 747.00 2216 Carriage 2.25x2245/1000 = 5.05 t tonne 5.05 47.29 238.81 Labour 0123 Mason 1 st class Day 1.08 151.50 163.62 0124 Mason 2nd class Day 1.08 141.60 152.93 0114 Beldar Day 2.15 135.25 290.79 0115 Coolie Day 1.61 135.25 217.75 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 1 817.66 Add 1% for water charges 18.18 TOTAL 1 835.84 Add 15% for contractor’s profit and overheads 275.38 Cost for 10 sqm. 2 111.22 Cost per sqm. 211.12 Say 211.10 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With F.P.S. bricks of class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm. Material 2602 Bricks of class designation 75 1 000 Nos 645.0 1,900.00 1,225.50 2201 Carriage for bricks 1 000 Nos 645.0 141.88 91.51 Labour 0123 Mason 1st class Day 0.40 151.50 60.60 0124 Mason 2nd class Day 0.40 141.60 56.64 0114 Beldar Day 1.08 135.25 146.07 TOTAL 1,580.32 Add 1% for water charges 15.80 TOTAL 1,596.12 Add 15% for contractor’s profit and overheads 239.42 Cost for 10 sqm. 1,835.54 Cost per sqm. 183.55 Say 183.55
- 162. 743 16.13 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. 16.13.1 16.13.1 bituminous portion Code Description Unit Quantity Rate Amount Details of cost for 1.08cum. (road 6 metres wide, 0.6 metre length wise and 0.30m (average depth) volume =• 1.08 cum). Material Supplying and stacking stone aggregate 53mm to 24mm nominal size at site. (A) (Rate as per item No 16.3.8) cum 0.09 810.55 72.95 (A) Supplying and stacking red bajri at site cum 0.023 654.15 15.05 (Rate as per item No. 16.3.8) (A) Supplying and stacking moorum at site cum 0.022 421.85 9.28 (Rate as per item No. 16.3.10) 2911 Stone chipping 11.2mm size cum 0.092 700.00 64.40 2202 Carriage of aggregate cum 0.092 53.21 4.90 6309 Paving Bitumen A-90 or S-90 tonne 0.011 22,500.00 247.50 2211 Carriage tonne 0.011 53.21 0.59 Labour For cutting road and taking out soling and metalling including sorting and screening. 0114 Beldar Day 0.96 135.25 129.84 0115 Coolie Day 0.48 135.25 64.92 Relaying soling stone 3.6x0.15=0.54cum. 0114 Beldar Day 0.24 135.25 32.46 0115 Coolie Day 0.24 135.25 32.46 Relaying road metal with extra quantity and consolidation to 0.10m, thickness 3.6x0.10=0.36cum. 0114 Beldar Day 0.71 135.25 96.03 0115 Coolie Day 0.48 135.25 64.92 0101 Bhishti Day 0.10 138.45 13.84 Painting two coats, 3.6sqm. including labour for spreading grit 0114 Beldar Day 0.48 135.25 64.92 0115 Coolie Day 0.48 135.25 64.92 9999 Barrier, chowkidar, sprayman, mate, etc. L.S. 40.43 1.00 40.43 TOTAL 1,019.41 Add 1 % for water charges on all except ‘A’ 9.22 TOTAL 1,028.63 Add 15% for contractor’s profit and overheads 139.70 on all except ‘A’ Cost for 1.08 cum. 1,168.33 Cost per cum. 1,081.79 Say 1,081.80 16.13 Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. 16.13.2 Water bound macadam. Code Description Unit Quantity Rate Amount Details of cost for 0.90cum. Consider a road 6 metres wide and 0.6m.
- 163. 744 Code Description Unit Quantity Rate Amount lengthwise and 0.25m cm average depth =0.90cum. Material Supplying and stacking stone aggregate 53mm to 22 mm nominal size at site. A (Rate as per item No. 16.3.3) cum 0.09 810.55 72.95 (A) Supplying and stacking red bajri at site A (Rate as per item No. 16.3.8) cum 0.023 654.15 15.05 (A) Supplying and stacking moorum at site. A (Rate as per item No. 16.3.10) cum 0.022 421.85 9.28 (A) Labour For cutting road and taking out soling and metalling including sorting and screening. 0114 Beldar Day 0.48 135.25 64.92 0115 Coolie Day 0.24 135.25 32.46 For relaying soling stone 3.6x0.15=0.54cum. 0114 Beldar Day 0.24 135.25 32.46 0115 Coolie Day 0.24 135.25 32.46 For relaying road metal with extra quantity and consolidation to 0.10m thickness - 3.6x0.10=0.36cum. 0114 Beldar Day 0.48 135.25 64.92 0115 Coolie Day 0.48 135.25 64.92 0101 Bhishti Day 0.10 138.45 13.84 9999 Barrier and chowkidar etc. L.S. 53.82 1.00 53.82 TOTAL 457.08 Add 1% for water charges on all except ‘A’ 3.60 TOTAL 460.68 Add 15% for contractor’s profit and overheads 54.51 on all except ‘A’ Cost for 0.90 cum. 515.19 Cost per cum. 572.43 Say 572.45 16.14 Cutting bajri paths and making good the same including supply of extra quantities of brick aggregate, moorum and red bajri required. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. 10x0.075=0.75cum. Material 0286 Supplying and stacking 50mm brick aggregate cum 0.19 355.00 67.45 at site(extra quantity) 2260 Carriage cum 0.19 57.83 10.99 Supplying and stacking red bajri at site (A) (Rate as per item No. 16.3.8) cum 0.06 654.15 39.25 (A) Supplying and stacking moorum at site (A) (Rate as per item No. 16.3.10) cum 0.06 421.851 25.31 (A) Labour For cutting, sorting out, spreading and consolidation of aggregate 0114 Beldar Day 1.60 135.25 216.40 0115 Coolie Day 0.80 135.25 108.20
- 164. 745 Code Description Unit Quantity Rate Amount TOTAL 467.60 Add 1% for water charges on all except ‘A’ 4.03 TOTAL 471.63 Add 15% for contractor’s profit and overheads 61.06 on all except ‘A’ Cost for 10 sqm. 532.69 Cost per sqm. 53.27 Say 53.25 16.15 Supplying at site : 16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs, wherever required as per direction of Engineer-in-charge cost of earth works in excavation, concrete works to be paid separately). Code Description Unit Quantity Rate Amount Details of cost for 10 posts = 0.336cum Cubical contents of one post Area bottom A1 =(15+12.5)/2 x8.75+1/2x3.14 x(6.25)2 =120.31+61.38=181.69sqm. Area bottom A2 = (10+7.5)/2 x6.25+’/2x3.14 x(3.75)2 sqm = 54.68+22.08 = 76.76 sqm. (A1A2) = 118.10sqm A1+A2+ (A1 A2)= 0.03766 sqm Volume = (1.05)/3x0.03766 = 0.01316 cum =0.0132cum. Volume of lower and square portion (16.5x16.5x75)/100x100x100 = 0.0204cum. Total volume = 0.0132+0.0204 cum = 0.0336 cum. Qty. for 10 post = 0.0336x10 = 0.336cum. Cement concrete 1:1.5:3 (1 Cement: 1.5 Coarse sand : 3 graded stone aggregate 12.5mm nominal size) (A) (Rate as per item no 4.1.2) cum 0.336 3,629.80 1,219.61 (A) Extra labour for laying cement concrete in RCC work 0114 Beldar Day 0.034 135.25 4.60 0101 Bhishti Day 0.067 138.45 9.28 0123 Mason 1 st class Day 0.013 151.50 1.97 0124 Mason 2nd class Day 0.013 141.60 1.84 0128 Mate Day 0.013 138.45 1.80 M.S. Reinforcement 6mm dia. bars 10x4xl.88m = 75.20m+ 10x9x0.50m=45.00m = 120.20m 120.2)m@0.22kg/m =26.44kg. A (Rate as per item No. 5.22.2) kg 26.44 41.50 1,097.26 (A) Centering and shuttering A (Rate as in item no 5.9.1) sqm 6.99 119.25 833.56 (A) 6mm C.Plaster 1:2 (1 Cement: 2 fine sand) Details of cost for 9.88 sqm. (0.072)/l 0x9.88 = 0.071
- 165. 746 Code Description Unit Quantity Rate Amount 0367 Cement tonne 0.05 4,500.00 225.00 2209 Carriage tonne 0.05 47.29 2.36 0983 Fine sand cum 0.07 320.00 22.40 2261 Carriage cum 0.07 53.21 3.72 0114 Beldar Day 0.05 135.25 6.76 0101 Bhishti Day 0.02 138.45 2.77 0155 Mason Day 0.64 146.55 93.79 0115 Coolie Day 0.80 135.25 108.20 0101 Bhishti Day 0.27 138.45 37.38 9999 Hire and running charges of mixer L.S 1.95 1.00 1.95 9999 Extra for removing burr, cleaning with wire L.S 13.26 1.00 13.26 brushes, pock making with pointed tool etc. complete 9999 Scaffolding and sundries L.S 11.57 1.00 11.57 9999 Carriage of RCC posts L.S 53.82 1.00 53.82 9999 Wooden plugs or 6 mm bar nibs L.S 12.22 1.00 12.22 9999 Sundries L.S 13.52 1.00 13.52 TOTAL 3,778.64 Add 1% for water charges on all except ‘A’ 6.28 Add 15% for contractors profit on all 3,784.92 except ’A’ 95.17 cost for 0.366 cum 3,880.09 cost for one cum 11,547.90 Say 11,547.90 16.15 Supplying at site : 16.15.2 Welded steel wire fabric of required width rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Painting to be paid for separately.) Code Description Unit Quantity Rate Amount Details of cost for 27 sqm. Material 1021 Steel wire fabric 0.9m wide sqm 27.00 310.00 8,370.00 rectangular mesh 75x25mm size weight not less than 7.75kg/sqm. 30x0.9 = 27sqm. 2314 Carriage of wire tonne 0.209 47.29 9.88 7.75x27=209.25kg=0.209tonne TOTAL 8,379.88 Add 1% for water charges 83.80 TOTAL 8,463.68 Add 15%Tor contractor’s profit and overheads 1,269.55 Cost for 209.25 kg 9,733.23 Cost per kg. 46.51 Say 46.50 16.16 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. Code Description Unit Quantity Rate Amount Details of cost for one set Material 1030 Turn buckles each 1.00 9.00 9.00 1028 Straining bolts each 1.00 50.00 50.00
- 166. 747 Code Description Unit Quantity Rate Amount 9999 Carriage of turn buckles and straining bolts L.S. 2.73 1.00 2.73 Labour for fixing straining bolts and turn buckles 0103 Blacksmith 2nd class Day 0.10 141.60 14.16 TOTAL 75.89 Add 1% for water charges 0.76 TOTAL, 76.65 Add lwo for contractor’s profit and overheads 11.50 Cost per set 88.15 Say 88.15 16.17 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire 9.38 kg per 100 metres (min) between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. 16.17.1 With G.I. barbed wire Code Description Unit Quantity Rate Amount Details of cost for 30m Material G.I. barbed wire 30x9 = 270m+ 10x6.32 = 63m. = 333.00m. 1029 333m @9.38kg/100m =31.24kg = 0.31q quintal 0.31 4 400.00 1 364.00 2314 Carriage tonne 0.03 47.29 1.42 9999 G.I. staples or binding wire L.S. 49.40 1.00 49.40 Labour for fixing costs in line, fixing and stretching wire 0123 Mason 1st class Day 0.12 151.50 18.18 0124 Mason 2nd class Day 0.12 141.60 16.99 0114 Beldar Day 0.50 135.25 67.62 0102 Blacksmith 1st class Day 0.50 151.50 75.75 C103 Blacksmith 2nd class Day 0.50 141.60 70.80 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 1 677.68 Add 1% for water charges 16.78 TOTAL 1 694.46 Add 15% for contractor’s profit and overheads 254.17 Cost for 333m 1 948.63 Cost per m 5.85 Say 5.85 16.18 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used.
- 167. 748 16.18.1 With G.I. barbed wire Code Description Unit Quantity Rate Amount Details of cost for 30m Material: G.I. barbed wire 30x9 = 270.00m 2xl0x( 12+32) 1/2 = 63.24 m. = 333.24m 333.24m @9.38kg/l00m 1029 =31.26 kg say 0.31 qtl quintal 0.31 4,400.00 1,364.00 2314 Carriage of barbed wire supplying & Fixing. tonne 0.031 47.29 1.47 Turn buckle & staple (A) (Rate same as per item No. 16.16) each set 10.00 88.15 881.50 (A) 9999 G.I. staples L.S. 49.40 1.00 49.40 Labour for fixing posts in line and fixing and stretching wire: 0123 Mason 1st class Day 0.12 151.50 18.18 0124 Mason 2nd class Day 0.12 141.60 16.99 0114 Beldar Day 0.50 135.25 67.62 0102 Blacksmith 1st class Day 0.50 151.50 75.75 0103 Blacksmith 2nd class Day 0.50 141.60 70.80 TOTAL 2,545.71 Add 1% for water charges on all except A 16.64 TOTAL 2,562.35 Add 15% for contractor’s profit and overheads 252.13 on all except A Cost for 333.24m 2,814.48 Cost per m 8.45 Say 8.45 16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc.. complete. Code Description Unit Quantity Rate Amount Details of cost for 1 ‘qunital Material: M.S. angle = 1.00 qtl. Add 5% wastage = 0.05 qtl. 1007 =1.05 qtl. quintal 1.05 3100.00 3255.00 2205 Carriage of angle iron tonne 0.105 47.29 4.97 Labour 0103 Blacksmith 2nd class Day 0.75 141.60 106.20 0114 Beldar Day 0.50 135.25 67.62 For spotting, bending of angle and drilling holes etc. : 0103 Blacksmith 2nd class Day 1.00 141.60 141.60 0114 Beldar Day 1.00 135.25 135.25 9999 Sundries such as drilling bit etc. L.S 19.76 1.00 19.76 TOTAL 3730.40 Add 1 % for water charges 37.30 TOTAL 3767.70 Add15% for contractor’s profit and overheads 565.16 Cost for 1 qunital 4332.86 Cost of one kg 43.33 Say 43.35
- 168. 749 16.20 welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, welded steel wire fabric, painting, earth work in excavation and concrete to be paid for separately): Code Description Unit Quantity Rate Amount Details of csot for 30’metres i.e.30xl.20=36.00sqm Labour for fixing posts in line fixing and stretching - welded wire fabric : 0123 Mason 1st class Day 0.12 151.50 18.18 0124 Mason 2nd class Day 0.12 141.60 16.99 0114 Beldar Day 0.50 135.25 67.62 0102 Blacksmith 1 st class Day 0.50 151.50 75.75 0103 Blacksmith 2nd class Day 0.50 141.60 70.80 9999 G.I. staple or binding wire L.S. 53.82 1.00 53.82 9999 Sundries L.S 53.82 1.00 53.82 TOTAL 356.98 Add 1% for water charges 3.57 TOTAL. 360.55 Add 15% for contractor’s profit and overheads 54.08 Cost for 36 sqm 414.63 Cost per sqm 11.52 Say 11.50 16.21 Engraving letters in hard stone Code Description Unit Quantity Rate Amount Details of cost for 6 letters 8 cm height Labour For Engraving stone- 0126 Mason (Ornamental work) Day 0.38 151.50 57.57 9999 Sundries L.S 6.76 1.00 6.76 TOTAL 64.33 Add 1% for water charges 0.64 TOTAL 64.97 Add 15% for contractor’s profit and overheads 9.75 Cost of 6 letters of 8cm heights 74.72 Cost per cm. height per letter 1.56 Say 1.55 16.22 Providing and fixing 15xl5x90cm boundary stone of hard stone with top 30 cm chisel dressed on all four sides and on top (cost of excavation, refilling and concrete etc. to be paid for separately). Code Description Unit Quantity Rate Amount Details of cost for one stone 1151 Cost of stone 15x15x90cm with 30cm chisel each 1.00 46.00 46.00 dress
- 169. 750 Code Description Unit Quantity Rate Amount Labour for fixing 0114 Beldar Day 0.12 135.25 16.23 9999 Carriage to site L.S 4.16 1.00 4.16 TOTAL 66.39 Add 1% for water charges 0.66 TOTAL 67.05 Add 15% for contractor’s profit and overheads 10.06 Cost of each. 77.11 Say 77.10 16.23 Providing and fixing 15cm dia at top 20cm at bottom and 90cm high precast reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) boundary stone as per standard design including finishing smooth with cement mortar 1:3 (1 cement: 3 fine sand) (cost of excavation, refilling and concreting to be paid for separately). Code Description Unit Quantity Rate Amount Details of cost for one stone (i) Cement concrete 1.1.5:3 (l cement :1.5 course sand :3 graded stone aggregate 20mm nominal size) L/3 [A1+A2 (A1A2) = 0.825/3 x (0.095222+ 0.07522 + 0.75x0.095)x3.142 =0.0186 (A) Semi Circle- l/2x4/ 3x22/7x(0.075)3=0.0010 –(B)/ 0.0196 (A+B) Say 0.02cum. Rate as per item no 4.1.2 cum 0.02 3629.80 72.60 (A) (ii) Extra for laying cement concerte in RCC work 0114 Beldar Day 0.002 135.25 0.27 0101 Bhishti Day 0.004 138.45 0.55 0123 Mason 1st class Day 0.00008 151.50 0.12 0124 Mason 2nd class Day 0.0008 141.60 0.11 0128 Mate Day 0.0008 138.45 0.11 (iii) M.S. reinforcement- 6mm dia. bar 5.99 metre =5.99x0.22 =1.32kg. (Rate as per item No 5.22.1 kg 1.32 41.50 54.78 (A) (iv) Centering and shuttering 1/2x3.142 (0.19+0.15)x0.825 =0.441 + 3.142/4(0.19)2=0028 1/2x4x3.142(0.075)2 = 0.035 = 0.504 Say0.50sqm. (Rate as per item 5.9.1) sqn 1.50 119.25 59.62 (A) (v) 6mm cement plaster 1:3 (1 Cement :3 fine sand)- 1/2x3.142 (0.19+0.15)x0.825 =0.44 + /4 (0-19)2 =0.028 1/2x4x3.142(0.075)2 = 0.035 = 0.504 Say 0.50sqm. 0367 Cement tonne 0.0018 4500.00 8.10 2209 Carriage of cement tonne 0.0018 47.29 0.09 0983 Fine sand cum 0.0385 320.00 12.32 2261 Carriage of fine sand cum 0.0385 53.21 2.05 Labour for mortar
- 170. 751 Code Description Unit Quantity Rate Amount 0114 Beldar Day 0.0027 135.25 0.37 0101 Bhishti Day 0.0002 138.45 0.03 9999 Hire and running charges of mixer L.S 0.10 1.00 0.10 9999 Sundries L.S 0.05 1.00 0.05 Labour for plaster 0155 Mason Day 0.026 146.55 3.81 0115 Coolie Day 0.038 135.25 5.14 0101 Bhishti Day 0.046 138.45 6.37 9999 Extra for removing burr L.S 0.68 1.00 0.68 9999 Scaffolding, sundries etc. L.S 0.60 1.00 0.60 (vi) Labour for fixing 0114 Beldar Day 0.12 135.25 16.23 9999 Carriage to site L.S 4.16 1.00 4.16 TOTAL 248.26 Add 1% for water charges on all except A 0.61 TOTAL 248.87 Add 15% for contractor’s profit and overheads 9.28 on all except A Cost of each 258.15 Say 258.15 16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar (1 cement: 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 16.24.1 35x111x25 cm size. Code Description Unit Quantity Rate Amount Details of cost for one stone (i) Cement concrete 1:1.5:3 (1 cement :1.5 Coarse sand :3 graded stone aggregate 20mm nominal size) in Kilometre stone 0.35x0.25x0.835m = 0.073 0.37x0.27x0.10m = 0.010 1/2x22/7x(0.175) x0.25m = 0.012 Total = 0.095cum Say 0.10 cum Rate as per item no 4.1.2 of S.H. Concrete cum 0.10 3 629.80 362.98 (A) Work. (ii) Extra for laying cement concrete in RCC work 0114 Beldar Day 0.01 135.25 1.35 0101 Bhishti Day 0.02 138.45 2.77 0123 Mason 1 st class Day 0.004 151.50 0.61 0124 Mason 2nd class Day 0.004 141.60 0.57 0128 Mate Day 0.004 138.45 0.55 (iii) M.S. reinforcement- O.lOcum @48.06kg/cum. =4.806kg. Say 4.81kg. Rate as Per item No.5.22.1 of S.H.R.C.C.) kg 4.81 41.50 199.61(A) (iv) Centering and shuttering- (0.35+2x0.25)x0.835 = 0.710 sqm 0.35x0.25 = 0.088sqm (0.37+2x0.27)x0.10 = 0.091sqm 2x0.37x0.01 =.0.007 sqm
- 171. 752 Code Description Unit Quantity Rate Amount 2x2x0.25x0.01=0.010sqm 1/2x3.142/4x(0.35)2 = 0.048sqm 1/2x0.35x0.25x3.142 = 0.138sqm. = 1. 092sqm say 1.09 sqm of (Rate’as per item No.5.9.1 S.H.R.C.C.) sqm 1.09 119.25 129.98 (A) (v) 6mm cement plaster 1:3 (1 Cement :3 fine sand)- Qty. as per centering and shuttering = 1.092sqm 0.35x0.835 = 0.292sqm 0.37x0.10 = 0.037sqm 1/2x3.142/4x(0.35)2 = 0.048sqm 2x0.37x0.01 = 0.007 sqm = 1.476 sqm Say 1.48 sqm 0367 Cement tonne 0.054 4500.00 243.00 2209 Carriage of cement tonne 0.054 47.29 2.55 0983 Fine sand cum 0.011 320.00 3.52 2261 Carrige of fine sand cum 0.011 53.21 0.59 Labour for mortar 0114 Beldar Day 0.008 135.25 1.08 0101 Bhishti Day 0.0007 138.45 0.10 9999 Hire and running charges of mixer L.S. 0.03 1.00 0.03 9999 Sundries L.S. 0.13 1.00 0.13 Labour for plaster 0155 Mason Day 0.075 146.55 10.99 0115 Coolie Day 0.111 135.25 15.01 0101 Bhishti Day 0.136 138.45 18.83 9999 Extra for removing burr L.S. 1.95 1.00 1.95 9999 Scaffolding, sundries etc. L.S 1.82 1.00 1.82 (vi) Labour for fixing 0114 Beldar Day 0.20 135.25 27.05 9999 Carriage to site L.S 13.52 1.00 13.52 TOTAL 1,038.59 Add 1% for water charges on all except A 3.46 TOTAL 1,042.05 Add15% for contractor’s profit and overheads 52.42 on all except A Cost per stone 1,094.47 Say 1,094.45 16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar (1 cement: 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 16.24.2 50x152.5x25 cm size. Code Description Unit Quantity Rate Amount Details of cost for one stone (i) Cement concrete 1:1.5:3 (1 cement: 1.5 Coarse sand :3 graded stone aggregate 20mm nominal size) 0.50x0.25x1.145m = 0.143cum. + 0.52x0.27x0.13m = 0.018cum. + l/2x22/7x(0.25)2x0.25m = 0.025cum. = 0.186 cum. Say0.19cum.
- 172. 753 Code Description Unit Quantity Rate Amount Rate as per item no 4.1.2 of S.H. Concrete cum 0.19 3,629.80 689.66 (A) Work. (ii) Extra for laying cement concrete in RCC work 0114 Beldar Day 0.019 135.25 2.57 0101 Bhishti Day 0.038 138.45 5.26 0123 Mason 1st class Day 0.008 151.50 1.21 0124 Mason 2nd class Day 0.008 141.60 1.13 0128 Mate Day 0.008 138.45 1.11 (iii) M.S. reinforcement- 0.19cum @48.06kg/cum. =9.131kg. Say 9.13 kg. (Rate as per item No.5.22.1 of S.H.R.C.C.) kg 9.13 41.50 378.90 (A) (iv) Centering and shuttering- (0.50+2x0.25)xl.l45 = 1.145 sqm l/2x(0.25)2 3.142 = 0.098 3.142(0.25)x0.25=0.196 (0.52+2x0.27)x0.13 =0.138 2x0.52x0.01 =0.10 2x2x0.25x0.01 =0.010 1x0.50x0.25=0.125 = 1.722sqm. Say 1.72 sqm (Rate as per item No.5.9.1 of S.H.R.C.C.) sqm 1.72 119.25 205.11 (A) (v) 6mm cement plaster 1:3 (1 Cement :3 fine sand)- Qty. as per centering and shuttering = 1.722sqm. + 0.50x1.145 = 0.572 + 0.52x0.13 ,=_0.068sqm.+ l/2x(0.25)2 x3.142 = 0.098 + 2x0.52x001 =0.010 = 2.470sqm Sq. 2.47 sqm. 0367 Cement tonne 0.009 4,500.00 40.50 2209 Carriage of cement tonne 0.009 47.29 0.43 0983 Fine sand cum 0.20 320.00 64.00 2261 Carriage of fine sand cum 0.20 53.21 10.64 Labour for mortar 0114 Beldar Day 0.013 135.25 1.76 0101 Bhishti Day 0.001 138.45 0.14 9999 Hire and running charges of mixer L.S 0.52 1.00 0.52 9999 Sundries L.S 0.26 1.00 0.26 Labour for plaster 0155 Mason Day 0.126 146.55 18.47 0115 Coolie Day 0.185 135.25 25.02 0101 Bhishti Day 0.227 138.45 31.43 9999 Extra for removing burr L.S. 3.38 1.00 3.38 9999 Scaffolding, sundries etc. L.S 2.86 1.00 2.86 (vi) Labour for fixing 114 Beldar Day 0.20 135.25 27.05 9999 Carriage to site L.S 13.52 1.00 13.52 TOTAL 1,524.93 Add 1% for water charges on all except A 2.51 TOTAL 1,527.44 Add 15% for contractor’s profit and overheads 38.07 on all except A Cost per stone 1,565.51 Say 1,565.50
- 173. 754 16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometre stone as per standard design including finishing smooth in 1:3 cement mortar (1 cement: 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 16.24.3 35x93.5x18 cm size. Code Description Unit Quantity Rate Amount Details of cost for one stone (i) Cement concrete 1:1.5:3 (1 cement :1.5 Coarse sand :3 graded stone aggregate 20mm nominal size) 0.35x0.18x0.835m = 0.0526 cum. + 0.37x0.20x0.10m = 0.0074 cum. = 0.060 cum. Rate as per item no.4.1.2 of S.H. Concrete cum 0.06 3629.80 217.79 (A) Work. (ii) Extra for laying cement concrete in RCC work 0114 Beldar Day 0.006 135.25 0.81 0101 Bhishti Day 0.012 138.45 1.66 0123 Mason 1 st class Day 0.0024 151.50 0.36 0124 Mason 2nd class Day 0.0024 141.60 0.34 0128 Mate Day 0.0024 138.45 0.33 (iii) M.S. reinforcement- 0.06cum @48.06kg/cum. =2.8836 kg. Say 2.88 kg. (Rate as per item No. 5.22.1 of S.H.R.C.C.) kg 2.88 41.50 119.52 (A) (iv) Centering and shuttering- (0.35+2x0.18)x0.835 = 0.593 sqm (0.37+2x0.20)x0.10 = 0.077 sqm 2x0.35x0.18 = 0.126 sqm 2x0.37x0.01 =0.007sqm 2x2x0.18x0.01 =0.007sqm = 0.810 sqm (Rate as per item No.5.9.1 S.H.R.C.C.) sqm 0.81 119.25 96.59 (A) (v) 6mm cement plaster 1:3(1 Cement :3 fine sand)- Qty. as per centering and shuttering = 0.810sqm 0.35x0.835 = 0.292sqm 0.37x0.10 =0.037sqm 2x0.37x0.01 =0.007sqm = 1.146 sqm Say 1.15sqm 0367 Cement tonne 0.042 4500.00` 189.00 2209 Carriage of cement tonne 0.042 47.29 1.99 0983 Fine sand cum 0.009 320.00 2.88 2261 Carriage of fine sand cum 0.009 53.21 0.48 Labour for mortar 0114 Beldar Day 0.006 135.25 0.81 0101 Bhishti Day 0.0006 138.45 0.08 9999 Hire and running charges of mixer L.S 0.26 1.00 0.26 9999 Sundries L.S 0.13 1.00 0.13 Labour for plaster 0155 Mason Day 0.058 146.55 8.50 0115 Coolie Day 0.086 135.25 11.63
- 174. 755 Code Description Unit Quantity Rate Amount 0101 Bhishti Day 0.105 138.45 14.54 9999 Extra for removing burr L.S 1.56 1.00 1.56 9999 Scaffolding, sundries etc. L.S 1.30 1.00 1.30 (vi) Labour for fixing 0114 Beldar Day 0.10 135.25 13.52 9999 Carriage to site L.S 13.52 1.00 13.52 TOTAL 697.60 Add 1% for water charges on all except ‘A’ 2.64 TOTAL 700.24 Add 15% for contractor’s profit and overheads 39.95 on all except ‘A’ Cost of each 740.19 Say 740.20 16.25 Surface dressing on new surface with paving bitumen of grade A -90/S-90 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sem of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete: Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Bitumen S-90@2.25kg per sqm. =225 kg = 0.225 tonne. 0309 Bitumen S-90 @ 2.25kg per sqm. =225kg. = tonne 0.225 22 500.00 5 062.50 0.225tonne 2211 Carriage of bitumen tonne 0.225 53.21 11.97 Stone aggregate 13.2mm nominal size @1.65cum. per lOOsqm. 2910 Stone chippings 13.2mm cum 1.65 700.00 1 155.00 2202 Carriage of stone aggregate cum 1.65 53.21 87.80 0370 Steam coal for heating bitumen @2 qunital per quintal 0.45 300.00 135.00 tonne of bitumen = 2x0.225=0.450q 2200 Carrige of steam coal tonne 0.045 60.81 2.74 Labour for cleaning the road surface, heating and spraying bitumen and aggregate (a) For cleaning: 0128 Mate Day 0.11 138.45 15.23 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating and spraying bitumen : 0130 Mistry Day 0.08 151.50 12.12 0138 Spray man Day 0.11 138.45 15.23 0114 Beldar Day 0.93 135.25 125.78 (c) For screening and spreading aggregate : 0128 Mate Day 0.11 138.45 15.23 0114 Beldar Day 0.93 135.25 125.78 0115 Coolie Day 1.55 135.25 209.64 (d) Consolidation Charges 0113 Chowkidar (at barriers for night watch and for Day 0.27 135.25 36.52 road roller) 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1 000.00 110.00 0001 Hire charges for boiler Day 0.12 595.00 71.40 0007 Hire charges for tar sprayer unit Day 0.11 250.00 27.50
- 175. 756 Code Description Unit Quantity Rate Amount 1235 Diesel for road roller @ 18 litres litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 (e) Misc: 0364 Brushes etc. for cleaning, Wire bursh (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 7,695.61 Add 1 % for water charges 76.96 TOTAL 7,772.57 Add 15% for contractor’s profit and overheads 1,165.89 Cost for 100 Sqm. 8,938.46 Cost per Sqm. 89.38 Say 89.40 16.26 Surface dressing on new surface in two coats with bitumen of grade A-90/S-90 of approved quality using 1.8kg.of bitumen per sqm with 1.5cum of stone chippings 13.2mm nominal size per 100 sqm of road surface for first coat and 1.1kg. of bitumen per sqm. with 1.00 cu. metre of stone chippings 11.2mm nominal size per 100 sqm. of road surface for second coat including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. 0309 Bitumen S-90/A-90 @ tonne 0.18 22,500.00 4,050.00 1.8kg/sqm.=180kg.=0.18 tonne 2211 Carriage of bitumen tonne 0.18 53.21 9.58 2910 Stone chippings 13.2mm nominal size cum 1.50 700.00 1,050.00 @1.5cum. per lOOsqm. 2202 Carriage of stone aggregate cum 1.50 53.21 79.82 0370 Steam coal for heating bitumen @2 qunital per quintal 0.36 300.00 108.00 tonne 2200 Carriage of steam coal tonne 0.036 60.81 2.19 Labour for cleaning the road surface, heating and spraying bitumen and aggregate (a) For cleaning: 0128 Mate Day 0.11 138.45 15.23 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating and spraying bitumen : 0130 Mistry Day 0.08 151.50 12.12 0138 Sprayman Day 0.11 138.45 15.23 0114 Beldar Day 1.38 135.25 186.64 (c) For screening and spreading aggregate : 0128 Mate Day 0.27 138.45 37.38 0114 Beldar Day 0.85 135.25 114.96 0115 Coolie Day 0.85 135.25 114.96 (d) Consolidation Charges 0113 Chowkidar Day 0.11 135.25 14.88 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 0001 Hire charges for boiler Day 0.12 595.00 71.40 0007 Hire charges for tar sprayer unit Day 0.11 250.00 27.50
- 176. 757 Code Description Unit Quantity Rate Amount 1235 Diesel for road roller @ 18 litres/day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 (e) Misc: 0864 Brushes etc. for cleaning, Wire bursh (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 16.38 1.00 16.38 Second Coat Details of cost for 100 sqm. 0309 Bitumen S-90/A-90 @ 1.10kg per tonne 0.11 22,500.00 2,475.00 sqm.= l 10kg.=0.11 tonne 2911 Stone chippings 10mm/11.2mm cum 1.00 700.00 700.00 2211 Carriage of bitumen tonne 0.11 53.21 5.85 2202 Carriage of aggregate cum 1.00 53.21 53.21 0370 Steam coal for heating bitumen @2 qunital per quintal 0.22 300.00 66.00 tonne of bitumen 2200 Carriage of steam coal tonne 0.022 60.81 1.34 Labour for cleaning the road surface, heating and spraying bitumen and aggregate (a) For cleaning and brushing loose chips: 0128 Mate Day 0.06 138.45 8.31 0115 Coolie Day 0.97 135.25 131.19 (b) For heating and spraying bitumen : 0130 Mistry Day 0.05 151.50 7.58 0138 Sprayman Day 0.07 138.45 9.69 0114 Beldar Day 0.75 135.25 101.44 (c) For screening and spreading aggregate : 0128 Mate Day 0.07 138.45 9.69 0114 Belder Day 0.62 135.25 83.86 0115 Coolie Day 0.62 135.25 83.86 (d) Consolidation Charges 0113 Chowkidar(at barrier for night watch and for Day 0.15 135.25 20.29 road roller) 0101 Bhishti Day 0.06 138.45 8.31 0003 Hire charges of road roller Day 0.06 1,000.00 60.00 0007 Hire charges for tar sprayer unit Day 0.07 250.00 17.50 1235 Diesel for road roller @ 18 litres litre 1.08 30.25 32.67 9999 Carriage of diesel L.S. 1.43 1.00 1.43 0001 Hire charges of boiler Day 0.06 595.00 35.70 (e) Misc: 0364 Brushes etc. for cleaning, Wire bursh (with each 0.03 15.00 0.45 thick wire) 0365 Soft brushes each 0.09 12.00 1.08 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 10,429.62 Add 1% for water charges 104.30 TOTAL 10,533.92 Add 15% for contractor’s profit and overheads 1,580.09 Cost for two coats per 100 sqm. 12,114.01 Cost per Sqm. 121.14 Say 121.15
- 177. 758 16.27 : Surface dressing on old surface with hot bitumen of grade A-90/ S-90 of approved quality using 1.95 kg of bitumen per sqm. with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. Material: 0309 Bitumen 1.95kg./sqm.= 195kg. or 0.195t tonne 0.195 22,500.00 4,387.50 2911 Stone chippings 11.2mm nominal size @ cum 1.50 700.00 1,050.00 1.50cum. per 100 sqm. 2211 Carriage of bitumen tonne 0.195 53.21 10.38 2202 Carriage of aggregate cum 1.50 53.21 79.82 0370 Steam coal for heating bitumen @2 quintal per quintal 0.39 300.00 117.00 tonne of bitumen 2200 Carriage of steam coal tonne 0.039 60.81 2.37 Labour for cleaning the road surface, heating and spraying bitumen and aggregate etc. (a) For cleaning: 0128 Mate Day 0.06 138.45 8.31 0114 Beldar Day 0.49 135.25 66.27 0115 Coolie Day 0.97 135.25 131.19 (b) For heating and spraying bitumen : 0130 Mistry Day 0.05 151.50 7.58 0138 Sprayman Day 0.06 138.45 8.31 0114 Beldar Day 0.69 135.25 93.32 (c) For screening and spreading aggregate : 0128 Mate Day 0.66 138.45 91.38 0114 Beldar Day 0.51 135.25 68.98 0115 Coolie Day 0.51 135.25 68.98 (d) Consolidation Charges 0113 Chowkidar Day 0.15 135.25 20.29 0101 Bhishti Day 0.06 138.45 8.31 0003 Hire charges of road roller Day 0.06 1,000.00 60.00 1235 Diesel for road roller @ 18 litres per day litre 1.08 30.25 32.67 9999 Carriage of diesel L.S. 1.43 1.00 1.43 0007 Hire charges for tar sprayer Day 0.06 250.00 15.00 0001 Hire charges of boiler Day 0.06 595.00 35.70 (e) Misc: 0364 Brushes etc. for cleaning, Wire bursh (with each 0.05 15.00 0.75 thick wire) 0365 Soft brush each 0.12 12.00 1.44 9999 Brooms and gunny bags L.S. 2.73 1.00 2.73 9999 Sundries L.S. 5.33 1.00 5.33 TOTAL 6,375.04 Add 1% for water charges 63.75 TOTAL 6,438.79 Add 15% for contractor’s profit and overheads 965.82 Cost for 100 sqm. 7,404.61 Cost per Sqm. 74.05 Say 74.05
- 178. 759 16.28 Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm. of surface area with 1.5 cum. of stone chippings 13.2 mm nominal size per 100 sqm. of road surface including consolidation with road roller of 6 to 8 tonne capacity , etc. complete : 16.28.1 Using bitumen emulsion (minimum 50% bitumen content - RS grade conforming to IS : 8887). Code Description Unit Quantity Rate Amount Details of cost for 100 sqm, 0310 Bitumen emulsion tonne 0.195 19,500.00 3,802.50 2211 Carriage of bitumen tonne 0.195 53.21 10.38 2910 Stone chippings 13.2mm @1.50 cum. per 100 cum 1.50 700.00 1,050.00 sqm. = 1.50cum. 2202 Carriage of stone aggregate cum 1.50 53.21 79.82 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a) For cleaning: 0128 Mate Day 0.11 138.45 15.23 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For Spraying bitumen emulsion : 0130 Mistry Day 0.07 151.50 10.60 0 138 Sprayman Day 0.10 138.45 13.84 0114 Beldar Day 1.00 135.25 135.25 (c) For screening and spreading aggregate : 0128 Mate Day 0.11 138.45 15.23 0114 Beldar Day 0.85 135.25 114.96 0115 Coolie Day 0.85 135.25 114.96 (d) Consolidation Charges 0113 Chowkidar Day 0.27 135.25 36.52 0101 Bhishti Day 0.27 138.45 37.38 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 0007 Hire charges for tar sprayer Day 0.10 250.00 25.00 1235 Diesel for road roller @ 18 litres per day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 (e) Misc: 0364 Brushes etc. for cleaning, Wire bursh (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 6,035.34 Add 1% for water charges 60.35 TOTAL 6,095.69 Add 15% for contractor’s profit and overheads 914.35 Cost for 100 sqm. 7,010.04 Cost per Sqm. 70.10 Say 70.10
- 179. 760 16.29 Surface dressing one coat on old surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm. of road surface including consolidation with road roller of 6 to 8 tonne capacity etc. complete : 16.29.1 Using bitumen emulsion (minimum 50% bitumen content - RS grade conforming to IS : 8887). Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm 0310 Bitumen emulsion @1.22 kg per Sqm. =122 tonne 0.122 19,500.00 2,379.00 kg. or 0.122 tonne 2211 Carriage of bitumen emulsion tonne 0.122 53.21 6.49 2911 Stone chippings 11.2mm nominal size @ cum 1.10 700.00 770.00 1.10cum. per 100 sqm. 2202 Carriage of stone chippings cum 1.10 53.21 58.53 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a) For cleaning: 0128 Mate Day 0.06 138.45 8.31 0114 Beldar Day 0.49 135.25 66.27 0115 Coolie Day 0.97 135.25 131.19 (b) For Spraying bitumen emulsion : 0130 Mistry Day 0.05 151.50 7.58 0138 Sprayman Day 0.06 138.45 8.31 0114 Beldar Day 0.63 135.25 85.21 (c) For screening and spreading aggregate : 0128 Mate Day 0.07 138.45 9.69 0114 Beldar Day 0.62 135.25 83.86 0115 Coolie Day 0.62 135.25 83.86 (d) Consolidation Charges 0113 Chowkidar Day 0.15 135.25 20.29 0101 Bhishti Day 0.15 138.45 20.77 0003 Hire charges of road roller Day 0.06 1000.00 60.00 0007 Hire charges for tar sprayer Day 0.06 250.00 15.00 1235 Diesel for road roller @ 18 litres per day litre 1.08 30.25 32.67 9999 Carriage of diesel L.S. 1.43 1.00 1.43 (e) Misc: 0364 Brushes etc. for cleaning, Wire brush (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 2.73 1.00 2.73 9999 Sundries L.S. 5.33 1.00 5.33 TOTAL 3,862.01 Add 1% for water charges 38.62 TOTAL 3,900.63 Add 15% for contractor’s profit and overheads 585.09 Cost for 100 sqm. 4,485.72 Cost per Sqm. 44.86 Say 44.85
- 180. 761 16.30 Providing and applying tack coat using hot straight run bitumen of grade 80/ 100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16.30.1 On W.B.M. @ 0.75 Kg / sqm. Code Description Unit Quantity Rate Amount Details of cost for 100.00sqm 2916 Bitumen 80/100 tonne 0.075 22,500.00 1,987.50 2211 Carriage of bitumen tonne 0.075 53.21 3.99 0370 Steam coal quintal 0.15 300.00 45.00 2200 Carriage of steam coal tonne 0.015 60.81 0.91 Materials for cleaning the road surface : 0364 Wire brush (with thick wire) each 0.05 15.00 0.75 0365 Soft brush each 0.12 12.00 1.44 9999 Gunny bags L.S. 7.80 1.00 7.80 0007 Spray unit Day 0.03 250.00 7.50 9999 Sundries L.S. 9.10 1.00 9.10 Labour: (a) For cleaning: 0128 Mate Day 0.06 138.45 8.31 0114 Beldar Day 1.46 135.25 197.46 (b) For heating bitumen: 0114 Beldar Day 0.19 135.25 25.70 (c) For applying tack coat: 0114 Beldar Day 0.47 135.25 63.57 TOTAL 2,059.03 Add 1% for water charges 20.59 TOTAL 2,079.62 Add 15% for contractor’s profit and overheads 311.94 Cost for 100 sqm. 2,391.56 Cost per Sqm. 23.92 Say 23.90 16.30 Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16.30.2 On bituminous surface @ 0.50 Kg/sqm. Code Description Unit Quantity Rate Amount Details of cost for 100.00sqm 2916 Bitumen 80/100 tonne 0.05 22,500.00 1,125.00 2211 Carriage of bitumen tonne 0.05 53.21 2.66 0370 Steam coal quintal 0.10 300.00 30.00 2200 Carriage of steam coal tonne 0.01 60.81 0.61 Materials for cleaning the road surface : 0364 Wire brush (with thick wire) each 0.05 15.00 0.75 0365 Soft brush each 0.12 12.00 1.44 9999 Gunny bags L.S. 7.80 1.00 7.80 0007 Spray unit Day 0.03 250.00 7.50 9999 Sundries L.S. 7.80 1.00 7.80 Labour: (a) For cleaning: 0128 Mate Day 0.06 138.45 8.31 0114 Beldar Day 1.46 135.25 197.46
- 181. 762 Code Description Unit Quantity Rate Amount (b) For heating bitumen: 0114 Beldar Day 0.19 135.25 25.70 (c) For applying tack coat: 0114 Beldar Day 0.47 135.25 63.57 TOTAL 1,478.60 Add 1% for water charges 14.79 TOTAL 1,493.39 Add 15% for contractor’s profit and overheads 224.01 Cost for 100 sqm. 1,717.40 Cost per Sqm. 17.17 Say 17.15 16.31 Providing and applying tack coat using bitumen emulsion (Rapid Setting) complying with IS 8887-1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specifications: 16.31.1 On W.B.M @ 0.4kg/sqm. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. 7382 bitumen emulsion (R.S.) tonne 0.04 32,000.00 1,280.00 2211 Carriage of bitumen tonne 0.04 53.21 2.13 Materials for cleaning the road surface : 0364 Wire brush (with thick wire) each 0.05 15.00 0.75 0365 Soft brush each 0.12 12.00 1.44 9999 Gunny bags L.S. 7.80 1.00 7.80 0007 Spray unit Day 0.03 250.00 7.50 9999 Sundries L.S. 9.10 1.00 9.10 Labour: (a) For cleaning: 0128 Mate Day 0.06 138.45 8.31 0114 Beldar Day 1.46 135.25 197.46 (c) For applying tack coat: 0114 Beldar (0.47/0.075)x0.04=0.25 Day 0.25 135.25 33.81 TOTAL 1,548.30 Add 1% for water charges 15.48 TOTAL 1,563.78 Add 15% for contractor’s profit and overheads 234.57 Cost for 100 sqm. 1,798.35 Cost per Sqm. 17.98 Say 18.00 16.31 Providing and applying tack coat using bitumen emulsion (Rapid Setting) complying with IS 8887-1995, spraying the bitumen emulsion with mechanically operated spray unit, cleaning and preparing the existing road surface as per specifications: 16.31.2 On bituminous surface @ 0,25kg/sqm. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. 7382 bitumen emulsion (R.S.) tonne 0.025 32,000.00 800.00 2211 Carriage of bitumen tonne 0.025 53.21 1.33
- 182. 763 Code Description Unit Quantity Rate Amount Materials for cleaning the road surface : 0364 Wire brush (with thick wire) each 0.05 15.00 0.75 0365 Soft brush each 0.12 12.00 1.44 9999 Gunny bags L.S. 7.80 1.00 7.80 0007 Spray unit Day 0.03 250.00 7.50 9999 Sundries L.S 7.80 1.00 7.80 Labour: (a) For cleaning: 0128 Mate Day 0.061 138.45 8.31 0114 Beldar Day 1.46 135.25 197.46 (c) For applying tack coat: 0114 Beldar (0.47/0.050)x0.025=0.235 Day 0.235 135.25 31.78 TOTAL 1,064.17 Add 1% for water charges 10.64 TOTAL, 1,074.81 Add 15% for contractor’s profit and overheads 161.22 Cost for 100 sqm. 1,236.03 Cost per Sqm. 12.36 Say 12.35 16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paid for separately). 16.32.1 With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. Asphalt 80/100 (i) Hot bitumen @52kg.per cum. of stone chippings 1.8cum. of 13.2mm nominal size chippings. (ii) Hot bitumen @56kg. per cum. of stone chippings 0.90cum. of 11.2mm nominal size chippings. 2916 Bitumen :52xl.8+56x0.9=144kg. or 0.144 tonne 0.144 22,500.00 3,240.00 tonne. 2211 Carriage of bitumen tonne 0.144 53.21 7.66 2914 Solvent 70gms/kg. for 0.144 t = 10.08kg. kilogram 10.08 18.00 181.44 2342 Carriage of solvent quintal 0.10 5.32 0.53 2910 Stone chippings 13.2mm nominal size cum 1.80 700.00 1,260.00 @1.80cum. per 100 sqm. 2911 Stone chippings 11.2mm nominal size cum 0.90 700.00 630.00 @0.90cum. per 100 sqm. 2202 Carriage of aggregate cum 2.70 53.21 143.67 0370 Steam coal for heating bitumen @ 2 qunitals quintal 0.288 300.00 86.40 per tonne of bitumen = 2x0.144=0.288q 2200 Carriage of steam coal tonne 0.0288 60.81 1.75 Labour for cleaning the road surface, heating
- 183. 764 Code Description Unit Quantity Rate Amount and spraying bitumen and aggregate : (a) For cleaning: 0 128 Mate Day 0.08 138.45 11.08 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen: 0114 Beldar Day 0.57 135.25 77.09 (c) For screening and spreading premixed aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 5.00 135.25 676.25 (d) Consolidation Charges 0113 Chowkidar(at barrier for night watch and for Day 0.27 135.25 36.52 road roller) 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1000.00 110.00 1235 Diesel for road roller @ 18 litres per day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S 2.73 1.00 2.73 0001 Hire charges of boiler Day 0.13 595.00 77.35 0013 Hire charges for mixer Day 0.04 200.00 8.00 (e) Misc: 0364 Brushes etc. for cleaning, Wire bursh (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 7,055.42 Add 1% for water charges 70.55 TOTAL 7,125.97 Add 15% for contractor’s profit and overheads 1,068.90 Cost for 100 sqm. 8,194.87 Cost per Sqm 81.95 Say 81.95 16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paid for separately). 16.32.2 With paving Asphalt 60/70 with no solvent Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. Asphalt 60/70 (i) Hot bitumen @52kg.per cum. of stone chippings 1.8cum. of 13.2mm nominal size chippings. (ii) Hot bitumen @56kg. per cum. of stone chippings 0.90cum. of 11.2mm nominal size chippings. 7309 Bitumen :52xl.8+56x0.9=144kg. or 0.144 tonne 0.144 23,200.00 3,340.80 tonne. 2211 Carriage of bitumen tonne 0.144 53.21 7.66
- 184. 765 Code Description Unit Quantity Rate Amount 2910 Stone chippings 13.2mm nominal size cum 1.80 700.00 1,260.00 @1.80cum. per 100sqm. 2911 Stone chippings 11.2mm nominal size cum 0.90 700.00 630.00 @0.90cum. per 100sqm. 2202 Carriage of aggregate cum 2.70 53.21 143.67 0370 Steam coal for heating of bitumen @2 quintals quintal 0.288 300.00 86.40 per tonne of bitumen =2x0.144=0.288q 2200 Carriage of steam coal tonne 0.0288 60.81 1.75 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a) For cleaning: 0128 Mate Day 0.08 138.45 11.08 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.00 135.25 189.35 (b) For heating bitumen: 0114 Beldar Day 0.57 135.25 77.09 (c) For screening and spreading premixed aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 5.00 135.25 676.25 (d) Consolidation Charges 0113 Chowkidar(at barrier for night watch and for Day 0.27 135.25 36.52 road roller) 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 1235 Diesel for road roller @ 18 litres per day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 0001 Hire charges of boiler Day 0.13 595.00 77.35 0013 Hire charges for mixer Day 0.04 200.00 8.00 (e) Misc: 0364 Brushes etc. for cleaning, Wire brush (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 6,974.25 Add 1 % for water charges 69.74 TOTAL 7,043.99 Add 15% for contractor’s profit and overheads 1,056.60 Cost for 100 sqm. 8,100.59 Cost per Sqm. 81.01 Say 81.00 16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete: (tack coat to be paid for separately). 16.32.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. Asphalt 80/100
- 185. 766 Code Description Unit Quantity Rate Amount (i) Hot bitumen @52kg.per cum. of stone chippings 1.8cum. of 13.2mm nominal size chippings. (ii) Hot bitumen @56kg. per cum. of stone chippings 0.90cum. of 11.2mm nominal size chippings. 7739 Modified Bitumen CRMB - 55 (Refinary tone 0.144 2,6000.00 3,744.00 produced) :52xl.8+56x0.9=144kg. or 0.144 tonne. 2211 Carriage of bitumen tone 0.144 53.21 7.66 2914 Solvent 70gms/kg. for 0.144 t = 10.08kg. Kilogram 10.08 18.00 181.44 2342 Carriage of solvent quintal 0.10 5.32 0.53 2910 Stone chippings 13.2mm nominal size cum 1.80 700.00 1,260.00 @1.80cum. per 100sqm. 2911 Stone chippings 11.2mm nominal size cum 0.90 700.00 630.00 @0.90cum. per 100sqm. 2202 Carriage of aggregate cum 2.70 53.21 143.67 0370 Steam coal for heating bitumen @ 2 quintals quintal 0.288 300.00 86.40 per tonne of bitumen = 2x0.144=0.288q 2200 Carriage of steam coal tonne 0.0288 60.81 1.75 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a)For cleaning: 0128 Mate Day 0.08 138.45 11.08 0114 Beldar Day 1.40 135.25 189.25 0115 Coolie Day 1.40 135.25 189.35 (b)For heating bitumen: 0114 Beldar Day 0.57 135.25 77.09 (c)For screening and spreading premixed aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 5.00 135.25 676.25 (d)Consolidation Charges 0113 Chowkidar(at barrier for night watch and for Day 0.27 135.25 36.52 road roller) 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 1235 Diesel for road roller @ 18 litres per day liter 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 0001 Hire charges of boiler Day 0.13 595.00 77.35 0013 Hire charges for mixer Day 0.04 200.00 8.00 (e)Misc: 0364 Brushes etc. for cleaning, Wire brush (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 7,559.42 Add 1% for water charges 75.59 TOTAL 7,635.01 Add 15% for contractor’s profit and overheads 1,145.25 Cost for 100 sqm 8,780.26 cost per sqm 87.80 Say 87.80
- 186. 767 16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete, (tack coat to be paid for separately): 16.33.1 With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Paving Asphalt 80/100' (i) Hot bitumen @52kg.per cum. of stone chippings @2.25cum. of 13.2mm nominal size chippings. (ii) Hot bitumen @56kg. per cum. of aggregate @ 1.12cum. of 11.2mm nominal size. 2916 Bitumen :52x2.25+56x1.12= 180kg. tonne 0.18 2,2500.00 4,050.00 2914 Solvent 0.07x180=12.60kg. kilogram 12.60 18.00 226.80 2211 Carriage of bitumen tonne 0.18 53.21 9.58 2342 Carriage of solvent quintal 0.126 5.32 0.67 2910 Stone chippings 13.2mm nominal size cum 2.25 700.00 1575.00 @1.80cum. per 100 sqm. 2911 Stone chippings 11.2mm nominal size cum 1.12 700.00 784.00 @0.90cum. per 100 sqm. 2202 Carriage of aggregate 2.25+1.12=3.37 cum. cum 3.37 53.21 179.32 0370 Steam coal for heating of bitumen @2 quintals quintal 0.36 300.00 108.00 per tonne of bitumen =2x0.18=0.36q 2200 Carriage of steam coal tonne 0.036 60.81 2.19 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a) For cleaning: 0128 Mate Day 0.08 138.45 11.08 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen: 0114 Beldar Day 0.71 135.25 96.03 (c) For screening and spreading premixed aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 6.25 135.25 845.31 (d) Consolidation Charges 0113 Chowkidar Day 0.27 135.25 36.52 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 1235 Diesel for road roller @ 18 litres litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 0001 Hire charges of boiler Day 0.15 595.00 89.25 0013 Hire charges for mixer Day 0.04 200.00 8.00 (e) Misc: 0364 Brushes etc. for cleaning, Wire brush (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 8,639.43
- 187. 768 Code Description Unit Quantity Rate Amount Add 1% for water charges 86.39 TOTAL 8,725.82 Add 15% for contractor’s profit and overheads 1,308.87 Cost for 100 sqm. 10,034.69 Cost per Sqm. 100.35 Say 100.35 16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cumof stone chippings of 13.2mm and11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc complete, (tack coat to be paid for separately): 16.33.2 With paving Asphalt 60/70 with no solvent Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. Paving Asphalt 60/70 (i) Hot bitumen @52kg.per cum. of stone chippings @2.25cum. of 13.2mm nominal size (ii) Hot bitumen @56kg. per cum. of stone aggregate @ 1.12cum. of 11.2mm nominal size 7309 Bitumen :52x2.25+50xl. 12= 180kg tonne 0.18 23,200.00 4,176.00 2211 Carriage of bitumen tonne 0.18 53.21 9.58 2910 Stone chippings 13.2mm nominal size cum 2.25 700.00 1,575.00 @2.25cum. per 100sqm. 2911 Stone chippings 11.2mm nominal size cum 1.12 700.00 784.00 @1.12cum. per 100sqm. 2202 Carriage of aggregate 2.25+1.12=3.37 cum. cum 3.37 53.21 179.32 0370 Steam coal for heating of bitumen @2 quintals quintal 0.36 300.00 108.00 per tonne of bitumen =2x0.18=0.36q 2200 Carriage of steam coal tonne 0.036 60.81 2.19 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a) For cleaning : 0128 Mate Day 0.08 138.45 11.08 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen: 0114 Beldar(1.05x0.18)/0.267 = 0.71 nos. Day 0.71 135.25 96.03 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 6.25 135.25 845.31 (d) Consolidation Charges 0113 Chowkidar Day 0.27 135.25 36.52 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 1235 Diesel for road roller @ 18 litres per day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 0001 Hire charges of boiler Day 0.15 595.00 89.25 0013 Hire charges of mixer Day 0.04 200.00 8.00 (e) Misc: 0364 Brushes etc. for cleaning, Wire bursh (with each 0.11 15.00 1.65 thick wire)
- 188. 769 Code Description Unit Quantity Rate Amount 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 8,537.96 Add 1 % for water charges 85.38 TOTAL 8,623.34 Add 15% for contractor’s profit and overheads 1,293.50 Cost for 100 sqm. 9,916.84 Cost per Sqm. 99.17 Say 99.15 16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete, (tack coat to be paid for separately): 16.33.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. Code Description Unit Quantity Rate Amount Details of cost for 100 sqm. Paving Asphalt 80/100 (i) Hot bitumen @52kg.per cum. of stone chippings @2.25cum. of 13.2mm nominal size chippings. (ii) Hot bitumen @56kg. per cum. of aggregate @1.12cum. of 11.2mm nominal size. 7739 Modified Bitumen CRMB - 55 (Refinery tonne 0.18 26,000.00 4,680.00 produced) :52x2.25+56xl.l2=180kg. 2914 Solvent 0.07x180=12.60kg. kilogram 12.60 18.00 226.80 2211 Carriage of bitumen tonne 0.18 53.21 9.58 2342 Carriage of solvent quintal 0.126 5.32 0.67 2910 Stone chippings 13.2mm nominal size cum 2.25 700.00 1,575.00 @2.25 cum. per 100sqm. 2911 Stone chippings 11.2mm nominal size cum 1.12 700.00 784.00 @1.12 cum. per lOOsqm. 2202 Carriage of aggregate 2.25+1.12=3.37 cum. cum 3.37 53.21 179.32 0370 Steam coal for heating of bitumen @2 quintals quintal 0.36 300.00 108.00 per tonne of bitumen =2x0.18=0.36q 2200 Carriage of steam coal tonne 0.036 60.81 2.19 Labour for cleaning the road surface, heating and spraying bitumen and aggregate : (a)For cleaning: 0128 Mate Day 0.08 138.45 11.08 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b)For heating bitumen: 0114 Beldar Day 0.71 135.25 96.03 (c)For screening and spreading premixed aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 6.25 135.25 845.31 (d)Consolidation Charges
- 189. 770 Code Description Unit Quantity Rate Amount 0113 Chowkidar Day 0.27 135.25 36.52 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1000.00 110.00 1235 Diesel for road roller @ 18 litres litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 0001 Hire charges of boiler Day 0.15 595.00 89.25 0013 Hire charges for mixer Day 0.04 200.00 8.00 (e) Misc: 0364 Brushes etc. for cleaning, Wire brush (with each 0.11 15.00 1.65 thick wire) 0365 Soft brush each 0.32 12.00 3.84 9999 Brooms and gunny bags L.S. 6.76 1.00 6.76 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 9,269.43 Add 1% for water charges 92.69 TOTAL 9,362.12 Add 15% for contractor’s profit and overheads 1,404.32 Cost for 100sqm. 10,766.44 Cost per Sqm. 107.66 Say 107.65 16.34 2 cm premix carpet surfacing with 2.4cum of stone chippings 11.2 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content) complying with IS : 8887-1995 using 96kg per cum of chipping including consolidation with road roller of 6 to 9 tonne capacity etc. complete. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Bitumen emulsion M.S. @96kg per cum. of aggregate 7742 96x2.4=230kg =0.230t tonne 0.23 19,500.00 4,485.00 2211 Carriage of bitumen emulsion tonne 0.23 53.21 12.24 2911 Stone aggregate 11.2mm nominal size @ cum 2.40 700.00 1,680.00 2.4cum. per 100 sqm. 2202 Carriage of stone aggregate cum 2.40 53.21 127.70 Labour (a)For mixing and spreading premix aggregate : 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 3.54 135.25 478.78 (b) Consolidation Charges 0113 Chowkidar Day 0.27 135.25 36.52 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1,000.00 110.00 1235 Diesel for road roller @ 18 litres/day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 0013 Hire charges of mixer Day 0.04 200.00 8.00 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 7,054.97 Add 1% for water charges 70.55 TOTAL 7,125.52 Add 15% for contractor’s profit and overheads 1,068.83 Cost for 100 sqm. 8,194.35 Cost per Sqm. 81.94 Say 81.95
- 190. 771 16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887-1995 using 96 kg per cum of chippings of road surface including consolidation with road roller etc complete Code Description Unit Quantity Rate Amount Details of cost for 100.00sqm. Bitumen emulsion M.S. @96kg per cum. of aggregate 7742 96x3 = 288 kg = 0.2881 tonne 0.288 19,500.00 5,616.00 2211 Carriage of bitumen emulsion tonne 0.288 53.21 15.32 2911 Stone aggregate 10 mm nominal size @ cum 3.00 700.00 2,100.00 3.00 cum. per 100 sqm. 2202 Carriage of stone aggregate cum 3.00 53.21 159.63 Labour (a)For mixing and spreading premix aggregate: 0130 Mistry Day 0.19 151.50 28.78 0114 Beldar Day 4.10 135.25 554.52 (b)Consolidation Charges 0113 Chowkidar Day 0.27 135.25 36.52 0101 Bhishti Day 0.11 138.45 15.23 0003 Hire charges of road roller Day 0.11 1000.00 110.00 1235 Diesel for road roller @ 18 litres/day litre 2.00 30.25 60.50 9999 Carriage of diesel L.S. 2.73 1.00 2.73 9999 Sundries L.S. 9.49 1.00 9.49 TOTAL 8,708.72 Add 1% for water charges 87.09 TOTAL 8,795.81 Add 15%for contractor’s profit and overheads 1,319.37 Cost for 100 sqm. 10,115.18 Cost per Sqm. 101.15 Say 101.15 16.36 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : 16.36.1 For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt 80/100 @ 50 kg/10 sqm.
- 191. 772 Code Description Unit Quantity Rate Amount Details of cost for 370 sqm. (A) Material: Taking 40mm = 45% 20mm = 44% 11.2mm = 8% Stone dust = 3% 0293 Stone aggregate 40mm (one size) cum 9.99 650.00 6,493.50 0295 Stone aggregate 20mm (one size) cum 9.77 700.00 6,839.00 0297 Stone aggregate 11.2mm (one size) cum 1.78 700.00 1,246.00 1159 Stone dust cum 0.60 700.00 420.00 Key aggregate 0295 Stone aggregate 20mm (one size) cum 2.33 700.00 1,631.00 0296 Stone aggregate 13.2mm (one size) cum 2.66 700.00 1,862.00 1159 Stone dust cum 0.56 700.00 392.00 2206 Carriage of stone aggregate 40mm cum 9.99 57.83 577.72 2202 Carriage of stone aggregate 20mm cum 12.10 53.21 643.84 2202 Carriage of stone aggregate 13.2/11.2mm cum 4.44 53.21 236.25 2267 Carriage of stone dust. cum 1.16 53.21 61.72 Bitumen 80/100 @ 50kg/10 sqm. 2916 Bitumen 80/100 grade tonne 1.85 22,500.00 41,625.00 2211 Carriage of bitumen tonne 1.85 53.21 98.44 (B) Labour: 0114 Beldar for spreading stone metal Day 16.67 135.25 2,254.62 0114 Beldar for hand packing Day 5.33 135.25 720.88 0114 Beldar dry rolling Day 2.67 135.25 361.12 0114 Bajri spreader Day 1.33 135.25 179.88 0138 Sprayer Day 0.67 138.45 92.76 0114 Beldar for spreading key aggregate Day 1.33 135.25 179.88 0114 Beldar for spraying bitumen Day 6.67 135.25 902.12 0114 Beldar of power roller Day 0.67 135.25 90.62 0128 Mate Day 1.77 138.45 245.06 (C) Machinery : 0001 Bitumen boiler oil fed capacity 1500 lit with Day 0.45 595.00 267.75 spray unit 0003 Road roller (8 to 10 tonne) Day 0.61 1,000.00 610.00 9999 Misc. items as spray nozzle, joint paper, L.S. 351.00 1.00 351.00 coconut oil, country soap etc. (D) Fuel: (i) Diesel for boiler @ 10 litres per hour = 40.00 lit + (ii) Diesel for road roller @ 18 litt./day = 18x0.61 = 10.98 lit. 1235 Total = 50.98 lit. litre 50.98 30.25 1,542.14 9999 Carriage of diesel L.S. 70.07 1.00 70.07 TOTAL 69,994.37 Add 1% for water charges 699.94 TOTAL 70,694.31 Add 15% for contractor’s profit and overheads 10,604.15 Cost for 370 Sqm. 81,298.46 Cost per sqm. 219.73 Say 219.75
- 192. 773 16.36 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : 16.36.2 For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt 80/100 @ 68 kg/10 sqm. Code Description Unit Quantity Rate Amount Details of cost for 300 sqm. (A)Material: Taking output as 300 sqm. for single layer. Coarse agg. = 300/10x0.90 = 27 cum. Key agg = 300/10x0.18 = 5.4 cum. Bitumen = 300/10x68 = 2.04 t. 0292 Stone aggregate 53mm (one size) cum 8.10 625.00 5,062.50 0295 Stone aggregate 20mm (one size) cum 14.58 700.00 10,206.00 0297 Stone aggregate 10mm (one size) cum 4.32 700.00 3,024.00 Key aggregate 0294 Stone aggregate 25mm (one size) cum 2.05 675.00 1,383.75 0296 Stone aggregate 12.5mm (one size) cum 2.57 700.00 1,799.00 0297 Stone aggregate 10mm (one size) cum 0.81 700.00 567.00 2916 Bitumen 80/100 tonne 2.04 22,500.00 45,900.00 2202 Carriage of aggregate cum 32.40 53.21 1,724.00 2211 Carriage of bitumen tonne 2.04 53.21 108.55 (B) Labour: 0114 Beldar for spreading stone metal Day 25.00 135.25 3,381.25 0114 Beldar for hand packing Day 8.00 135.25 1,082.00 0114 Beldar dry rolling Day 4.00 135.25 541.00 0114 Beldar/Bajri spreader Day 2.00 135.25 270.50 0138 Sprayer Day 1.00 138.45 138.45 0114 Beldar for spreading key aggregate Day 2.00 135.25 270.50 0114 Beldar for spraying bitumen Day 10.00 135.25 1,352.50 0114 Beldar road roller Day 1.00 135.25 135.25 0128 Mate Day 2.65 138.45 366.89 (C) Machinery : 0001 (i) Bitumen boiler oil fed capacity 1500 lit with Day 0.50 595.00 297.50 spray unit 0003 (ii) Road roller (8 to 10 tonne) Day 0.75 1,000.00 750.00 9999 Misc. items as spray nozzle, joint paper, L.S. 429.00 1.00 429.00 coconut oil, country soap etc. (D) Fuel: (i) Diesel for boiler @ 10 litres per hour = 40.00 lit (ii) Diesel for road roller @ 18 lit./day = 18x0.75 = 13.50 lit. 1235 Total = 53.50 lit. litre 53.50 30.25 1,618.38 9999 Carriage of diesel L.S. 73.06 1.00 73.06 TOTAL 80,481.08 Add 1% for water charges 804.81 TOTAL 81,285.89
- 193. 774 Code Description Unit Quantity Rate Amount Add 15% for contractor’s profit and overheads 12,192.88 Cost for 300 Sqm. 93,478.77 Cost per sqm. 311.60 Say 311.60 16.37 Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702 prepared by using mastic cooker and laid to required level and slope including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification.) 16.37.1 25mm thick. Code Description Unit Quantity Rate Amount Details of cost for surface area of 17.40 sqm for single layer of 25 mm finished thickness. Materials: Taking wearing coat as 1 tonne and density as 2.3 gm/c.c Volume of bitumen mastic = 1000/2300= 0.435 cum surface area = 0.435/0.025 = 17.4 sqm. 0313 (i) Bitumen of penetration 85/25 @ 10.2% by tonne 0.102 25,000.00 2,550.00 weight of mix 2211 Carriage of bitumen tonne 0.102 53.21 5.43 (ii) Weight of coarse aggregate @ 40% (1000 - 150) x 40/100 = 340 kg. Stone aggregate : 340/43.38x0.0283 = 0.222 cum. 0295 Stone Aggregate 20 mm. cum 0.02 700.00 14.00 0296 Stone Aggregate 12.5mm cum 0.202 700.00 141.40 (iii) Weight of fine aggregate @ 15% 850x15/100 = 127.5 kg., volume of fine aggregate: 127.5/43.103x0.0283 =0.083 cum 1159 Fine aggregate. cum 0.083 700.00 58.10 (iv) Weight of lime stone dust @ 45% (850-340-127.5) = 382.50 kg., Volume of lime stone dust 382.50/2200 =0.174 cum. 0784 Lime aggregate. cum 0.174 800.00 139.20 (v) Precoated stone chipping for surface finish: Volume of chips @ 0.005 cum/10 sqm=17.4x0.005/10 = 0.0087 cum say 0.009 cum 0297 Chips aggregate. cum 0.009 700.00 6.30 Bitumen for precoated stone chipping @ 2% =0.009x1600x2/100= 0.288 say 0.30 kg. 0313 Bitumen 85/25 tonne 0.0003 25,000.00 7.50 2211 Carriage of bitumen tonne 0.0003 53.21 0.02 2202 Carriage of Stone aggregate (0.222 + 0.009) cum 0.231 53.21 12.29 =0.231 cum. 2367 Carriage of fine aggregate. cum 0.083 53.21 4.42 2208 Carriage of Lime dust. cum 0.174 53.21 9.26 1235 Diesel for mastic cooker (Taking capacity of litre 100.00 30.25 3,025.00 cooker as one tonne) 9999 Carriage of diesel L.S. 136.50 1.00 136.50 Labour:
- 194. 775 Code Description Unit Quantity Rate Amount 0139 Skilled Beldar. Day 1.50 138.45 207.68 0130 Mistry Day 0.50 151.50 75.75 0138 Sprayer Day 3.50 138.45 484.58 0139 Skilled Beldar for surface finish. Day 0.250 138.45 34.61 0128 Mate Day 0.50 138.45 69.22 0016 Hire/ running charges of mastic cooker Day 0.50 515.00 257.50 9999 sundries (Sealing of joints, placing angles, L.S. 153.27 1.00 153.27 wastage materials) Total 7,392.03 Add 1 % for water charges 73.92 Total 7,465.95 Add 15% for contractor’s profit and 1,119.89 overheads. Cost for 17.40 sqm 8,585.84 Cost per sqm 493.44 Say 493.45 16.37 Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702 prepared by using mastic cooker and laid to required level and slope including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification .) 16.37. 2 40 mm thick Code Description Unit Quantity Rate Amount Details of cost for surface area of 10.875sqm for single layer of 40 mm finished thickness. Materials: Taking wearing coat as 1 tonne and density as 2.3 gm/c.c Volume of bitumen mastic = 1000/2300= 0.435 cum Surface Area=0,435/0.040 = 10.875 sqm. 0313 (i) Bitumen of penetration 85/25 @ 10.2% by tonne 0.102 25,000.00 2,550.00 weight of mix 2211 Carriage of bitumen tonne 0.102 53.21 5.43 (ii) Weight of coarse aggregate @ 40% (1000 - 150) x 40/100 = 340 kg. Stone aggregate : 340/43.38x0.0283 = 0.222 cum. 0295 Stone Aggregate 20 mm. cum 0.02 700.00 14.00 0296 Stone Aggregate 12.5mm cum 0.202 700.00 141.40 (iii) Weight of fine aggregate @ 15% 850x15/100 = 127.5 kg., volume of fine aggregate: 127.5/43.103x0.0283 =0.083 cum 1159 Fine aggregate. cum 0.083 700.00 58.10 (iv) Weight of lime stone dust @ 45% (850-340-127.5) = 382.50 kg., Volume of lime stone dust 382.50/2200 =0.174 cum. 0784 Lime aggregate. cum 0.174 800.00 139.20 (v) Precoated stone chipping for surface finish: Volume of chips @ 0.005 cum/10 sqm=17.4x0.005/10 = 0.0087 cum say 0.009 cum
- 195. 776 Code Description Unit Quantity Rate Amount 0297 Chips aggregate. cum 0.009 700.00 6.30 Bitumen for precoated stone chipping @ 2% =0.009x1600x2/100= 0.288 say 0.30 kg. 0313 Bitumen 85/25 tonne 0.0003 25,000.00 7.50 2211 Carriage of bitumen tonne 0.0003 53.21 0.02 2202 Carriage of Stone aggregate (0.222 + 0.009) cum 0.231 53.21 12.29 =0.231 cum. 2267 Carriage of fine aggregate. cum 0.083 53.21 4.42 2208 Carriage of Lime dust. cum 0.174 53.21 9.26 Diesel for mastic cooker 1235 (Taking capacity of cooker as one tonne) litre 100.00 30.25 3,025.00 9999 Carriage of diesel L.S. 136.50 1.00 136.50 Labour: 0139 Skilled Beldar. Day 1.50 138.45 207.68 0130 Mistry Day 0.50 151.50 75.75 0138 Sprayer Day 3.50 138.45 484.58 0139 Skilled Beldar for surface finish. Day 0.25 138.45 34.61 0128 Mate Day 0.50 138.45 69.22 0016 Hire/ running charges of mastic cooker Day 0.50 515.00 257.50 9999 sundries (Sealing of joints, placing angles, L.S. 153.27 1.00 153.27 wastage materials) Total 7,392.03 Add 1% for water charges 73.92 Total 7,465.95 Add 15% for contractor’s profit and 1,119.89 overheads. Cost for 10.875 sqm 8,585.84 Cost per sqm 789.50 Say 789.50 16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum, of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete, (tack coat to be paid separately): 16.38.1 With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. 80/100 bitumen @56kg. per cum. of aggregate and 128kg. per cum. of sand: 56xl.65=92.4kg. = 0.092t + 128x1.65 = 211.2kg =0.211t 2916 = Total= 0.303t tonne 0.303 22,500.00 6,817.50 2914 Solvent 0.070 kg. x 303 kg. = 21.21kg. kilogram 21.21 18.00 381.78 2211 Carriage of bitumen tonne 0.303 53.21 16.12 2342 Carriage of solvent quintal 0.212 5.32 1.13 2910 Stone chippings 13.2mm nominal size cum 0.99 700.00 693.00 2911 Stone chippings 11.2mm nominal size cum 0.66 700.00 462.00 2202 Carriage of stone chippings cum 1.65 53.21 87.80 0370 Steam coal quintal 0.606 300.00 181.80 2200 Carriage of steam coal tonne 0.0606 60.81 3.69
- 196. 777 Code Description Unit Quantity Rate Amount 0982 Coarse sand cum 1.65 600.00 990.00 2203 Carriage of sand cum 1.65 53.21 87.80 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.16 138.45 22.15 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen : 0114 Beldar Day 1.19 135.25 160.95 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.24 151.50 36.36 0114 Beldar Day 6.12 135.25 827.73 (d) Consolidation charges : 0113 Chowkidar (at barriers for night watch and for Day 0.34 135.25 45.99 road roller) 0101 Bhishti Day 0.13 138.45 18.00 0003 Hire charges for road roller Day 0.13 1,000.00 130.00 0001 Hire charges for boiler Day 0.21 595.00 124.95 0013 Hire charges for mixer Day 0.05 200.00 10.00 1235 Diesel for road roller litre 2.34 30.25 70.78 9999 Carriage of diesel L.S. 5.33 1.00 5.33 (e) Misc: 0364 Wire brush (with thick wire) each 0.13 15.00 1.95 0365 Soft brush each 0.40 12.00 4.80 9999 Brooms and gunny bags L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.97 1.00 8.97 TOTAL 11,576.43 Add 1% for water charges 115.76 TOTAL 11,692.19 Add 15% for contractor’s profit and overheads 1,753.83 Cost for 100 sqm. 13,446.02 Cost per sqm. 134.46 Say 134.45 16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum, of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete, (tack coat to be paid separately): 16.38.2 With paving Asphalt 60/70. - Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. 60/70 bitumen @56kg. per cum. of aggregate and 128kg. per cum. of sand: 56x1.65=92.4kg. = 0.092t + 128x1.65 = 211.2kg = 0.211 t 7309 Total= 0.303t tonne 0.303 23,200.00 7,029.60 2211 Carriage of bitumen tonne 0.303 53.21 16.12 2910 Stone chippings 13.2mm nominal size cum 0.99 700.00 693.00 2911 Stone chippings 11.2mm nominal size cum 0.66 700.00 462.00 2202 Carriage of stone chippings cum 1.65 53.21 87.80
- 197. 778 Code Description Unit Quantity Rate Amount 0370 Steam coal for heating bitumen @ 2 quintals quintal 0.606 300.00 181.80 per tonne of bitumen = 2x0.303=0.606q 2200 Carriage of steam coal tonne 0.0606 60.81 3.69 0982 Coarse sand cum 1.65 600.00 990.00 2203 Carriage of sand cum 1.65 53.21 87.80 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.16 138.45 22.15 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen : 0114 Beldar Day 1.19 135.25 160.95 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.24 151.50 36.36 0114 Beldar Day 6.12 135.25 827.73 (d) Consolidation charges: 0113 Chowkidar (at barriers for night watch and for Day 0.34 135.25 45.99 road roller) 0101 Bhishti Day 0.13 138.45 18.00 0003 Hire charges for road roller Day 0.13 1,000.00 130.00 0001 Hire charges for boiler Day 0.21 595.00 124.95 0013 Hire charges for mixer Day 0.05 200.00 10.00 1235 Diesel for road roller litre 2.34 30.25 70.78 9999 Carriage of diesel L.S. 5.33 1.00 5.33 (e) Misc : 0364 Wire brush (with thick wire) each 0.13 15.00 1.95 0365 Soft brush each 0.40 12.00 4.80 9999 Brooms and gunny bags L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.97 1.00 8.97 TOTAL 11,405.62 Add 1% for water charges 114.06 TOTAL, 11,519.68 Add 15% for contractor’s profit and overheads 1,727.95 Cost for 100 sqm. 13,247.63 Cost per sqm. 132.48 Say 132.50 16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5 mm nominal size and 40% 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand at 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum, of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete, (tack coat to be paid separately): 16.38.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. Code Description Unit Quantity Rate Amount Details of cost for 100.00sqm. Modified Bitumen CRMB - 55 (Refinery produced) @56kg. per cum. of aggregate and 128kg. per cum. of sand: 56xl.65=92.4kg. = 0.092t + 128x1.65 = 211.2kg = 0.211 t
- 198. 779 Code Description Unit Quantity Rate Amount 7739 = 0.303 t Tonne 0.303 26,000.00 7,878.00 2914 Solvent 0.070 kg. x 303 kg. = 21.21kg. kilogram 21.21 18.00 381.78 2211 Carriage of bitumen tonne 0.303 53.21 16.12 2342 Carriage of solvent quintal 0.212 5.32 1.13 2910 Stone chippings 13.2mm nominal size cum 0.99 700.00 693.00 2911 Stone chippings 11.2mm nominal size cum 0.66 700.00 462.00 2202 Carriage of stone chippings cum 1.65 53.21 87.80 0370 Steam coal quintal 0.606 300.00 181.80 2200 Carriage of steam coal tonne 0.06606 06 .81 3.69 0982 Coarse sand cum 1.65 600.00 990.00 2203 Carriage of sand cum 1.65 53.21 87.80 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.16 138.45 22.15 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen : 0114 Beldar Day 1.19 135.25 160.95 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.24 151.50 36.36 0114 Beldar Day 6.12 135.25 827.73 (d) Consolidation charges: 0113 Chowkidar (at barriers for night watch and for Day 0.34 135.25 45.99 road roller) 0101 Bhishti Day 0.13 138.45 18.00 0003 Hire charges for road roller Day 0.13 1,000.00 130.00 0001 Hire charges for boiler Day 0.21 595.00 124.95 0013 Hire charges for mixer Day 0.05 200.00 10.00 1235 Diesel for road roller litre 2.34 30.25 70.78 9999 Carriage of diesel L.S. 5.33 1.00 5.33 (e) Misc : 0364 Wire brush (with thick wire) each 0.13 15.00 1.95 0365 Soft brush each 0.40 12.00 4.80 9999 Brooms and gunny bags L.S. 7.15 1.00 7.15 9999 Sundries L.S. 8.97 1.00 8.97 TOTAL 12,636.93 Add 1% for water charges 126.37 TOTAL 12,763.30 Add lf15% for contractor’s profit and overheads 1 914.50 Cost for 100 sqm. 14,677.80 Cost per sqm. 146.78 Say 146.80 16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5mm nominal size and 40% 10mm nominal size) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm of road surface and with bitumen @ 56 kg/cum, of stone chippings and at 128 kg/cum of sand over a tack coat with- hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete, (tack coat to be paid separately): 16.39.1 With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. Code Description Unit Quantity Rate Amount Details of cost for l00.00sqm. Paving asphalt 80/100 @56kg. per cum. of aggregate and 128kg. per cum. of sand: 56x2.60=145.6kg. = 0.146t + 128x2.60 = 332.8kg = 0.333t
- 199. 780 Code Description Unit Quantity Rate Amount 2916 = 0.479 t tonne 0.479 22,500.00 10,777.50 2914 Solvent 0.70kg.x479=33.53kg. kilogram 33.53 18.00 603.54 2342 Carriage of solvent quintal 0.335 5.32 1.78 2211 Carriage of bitumen tonne 0.479 53.21 25.49 2910 Stone chippings 13.2mm nominal size cum 1.56 700.00 1,092.00 2911 Stone chippings 11.2mm nominal size cum 1.04 700.00 728.00 2202 Carriage of aggregate cum 2.60 53.21 138.35 0982 Coarse sand cum 2.60 600.00 1,560.00 2203 Carriage of sand cum 2.60 53.21 138.35 0370 Steam coal for heating bitumen @ 2 qunitals quintal 0.958 300.00 287.40 per tonne of bitumen = 2x0.479=0.958q 2200 Carriage of steam coal tonne 0.0958 60.81 5.83 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.16 138.45 22.15 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen : 0114 Beldar Day 1.88 135.25 254.27 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.31 151.50 46.96 0114 Beldar Day 9.46 135.25 1,279.47 (d) Consolidation charges : 0113 Chowkidar Day 0.45 135.25 60.86 0101 Bhishti Day 0.18 138.45 24.92 0003 Hire charges for road roller Day 0.18 1000.00 180.00 1235 Diesel for road roller @ 18 litres per day litre 3.24 30.25 98.01 0001 Hire charges for boiler Day 0.30 595.00 178.50 0013 Hire charges for mixer Day 0.03 200.00 6.00 9999 Carriage of diesel L.S. 4.42 1.00 4.42 (e) Misc : 0364 Wire brush (with thick wire) each 0.09 15.00 1.35 0365 Soft brush each 0.27 12.00 3.24 9999 Brooms and gunny bags L.S. 5.33 1.00 5.33 9999 Sundries L.S. 16.12 1.00 16.12 TOTAL 17,918.54 Add 1% for water charges 179.19 TOTAL 18,097.73 Add 15% for contractor’s profit and overheads 2, 714.66 Cost for 100 sqm. 20, 812.39 Cost per sqm. 208.12 Say 208.10 16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5mm nominal size and 40% 10mm nominal size) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and at 128 kg/cum of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete, (tack coat to be paid separately): 16.39.2 With paving asphalt 60/70 with no solvent Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Paving asphalt 60/70 @56kg. per cum. of aggregate and 128kg. per cum. of sand: 56x2.60=145.6kg. = 0.146t + 128x2.60 = 332.8kg = 0.333t 7309 = 0.479 t tonne 0.479 23,200.00 11,112.80 2211 Carriage of bitumen tonne 0.479 53.21 25.49
- 200. 781 Code Description Unit Quantity Rate Amount 2910 Stone chippings 13.2mm nominal size cum 1.56 700.00 1,092.00 2911 Stone chippings 11.2mm nominal size cum 1.04 700.00 728.00 2202 Carriage of aggregate cum 2.60 53.21 138.35 0982 Coarse sand cum 2.60 600.00 1,560.00 2203 Carriage of sand cum 2.60 53.21 138.35 0370 Steam coal for heating bitumen @ 2 qunitals quintal 0.958 300.00 287.40 per tonne of bitumen =2x0.479=0.958 qtl. 2200 Carriage of steam coal tonne 0.0958 60.81 5.83 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.16 138.45 22.15 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen : 0114 Beldar Day 1.88 135.25 254.27 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.31 151.50 46.96 0114 Beldar Day 9.46 135.25 1,279.47 (d) Consolidation charges : 0113 Chowkidar Day 0.45 135.25 60.86 0101 Bhishti Day 0.18 138.45 24.92 0003 Hire charges for road roller Day 0.18 1,000.00 180.00 1235 Diesel for road roller @ 18 litres per day litre 3.24 30.25 98.01 0001 Hire charges for boiler Day 0.30 595.00 178.50 0013 Hire charges for mixer Day 0.03 200.00 6.00 9999 Carriage of diesel L.S. 4.42 1.00 4.42 (e) Brushes etc. for cleaning :- 0364 Wire brush (with thick wire) each 0.09 15.00 1.35 0365 Soft brush each 0.27 12.00 3.24 9999 Brooms and gunny bags L.S. 5.33 1.00 5.33 9999 Sundries L.S. 16.12 1.00 16.12 TOTAL 17,648.52 Add 1% for water charges 176.49 TOTAL 17,825.01 Add 15% for contractor’s profit and overheads 2673.75 Cost for 100 sqm. 20,498.76 Cost per sqm. 204.99 Say 205.00 16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality using stone chippings (60% 12.5mm nominal size and 40% 10mm nominal size) @ 2.60cum per 100 sqm and coarse sand at 2.60cum per 100 sqm of road surface and with bitumen @ 56 kg/cum, of stone chippings and at 128 kg/cum of sand over a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne etc. complete, (tack coat to be paid separately): 16.39.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC : SP : 53-1999. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. Modified Bitumen CRMB - 55 (Refinary produced) @56kg. per cum. of aggregate and 128kg. per cum. of sand: 56x2.60=145.6kg. = 0.146t + 128x2.60 = 332.8kg = 0.333t
- 201. 782 Code Description Unit Quantity Rate Amount 7739 = 0.479 tonne Tonne 0.479 26,000.00 12,454.00 2914 Solvent 0.70kg.x479=33.53kg. kilogram 33.53 18.00 603.54 2342 Carriage of solvent quintal 0.335 5.32 1.78 2211 Carriage of bitumen tonne 0.479 53.21 25.49 2910 Stone chippings 13.2mm nominal size cum 1.56 700.00 1,092.00 2911 Stone chippings 11.2mm nominal size cum 1.04 700.00 728.00 2202 Carriage of aggregate cum 2.60 53.21 138.35 0982 Coarse sand cum 2.60 600.00 1,560.00 2203 Carriage of sand cum 2.60 53.21 138.35 0370 Steam coal for heating bitumen @ 2 qunitals quintal 0.958 300.00 287.40 per tonne of bitumen = 2x0.479=0.95 8q 2200 Carriage of steam coal tonne 0.0958 60.81 5.83 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.16 138.45 22.15 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.40 135.25 189.35 (b) For heating bitumen : 0114 Beldar Day 1.88 135.25 254.27 (c) For cleaning, mixing and spreading pre-mix aggregate : 0130 Mistry Day 0.31 151.50 46.96 0114 Beldar Day 9.46 135.25 1,279.47 (d) Consolidation charges : 0113 Chowkidar Day 0.45 135.25 60.86 0101 Bhishti Day 0.18 138.45 24.92 0003 Hire charges for road roller Day 0.18 1,000.00 180.00 1235 Diesel for road roller @ 18 litres per day litre 3.24 30.25 98.01 0001 Hire charges for boiler Day 0.30 595.00 178.50 0013 Hire charges for mixer Day 0.03 200.00 6.00 9999 Carriage of diesel L.S. 4.42 1.00 4.42 (e) Misc: 0364 Wire brush (with thick wire) each 0.09 15.00 1.35 0365 Soft brush each 0.27 12.00 3.24 9999 Brooms and gunny bags L.S. 5.33 1.00 5.33 9999 Sundries L.S. 16.12 1.00 16.12 TOTAL 19,595.04 Add 1% for water charges 195.95 TOTAL 19,790.99 Add 15% for contractor’s profit and overheads 2,968.65 Cost for 100 sqm. 22,759.64 Cost per sqm. 227.60 Say 227.60 16.40 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80 /100 bitumen per cum of fine aggregate and 0.60cum of fine aggregate per 100 sqm of road surface including rolling and finishing withroad roller all complete. Code Description Unit Quantity Rate Amount Details of cost for l00.00 sqm. 2916 Bitumen @ 128kg/cum. of sand 128x0.60 = tonne 0.0768 22,500.00 1,728.00 76.80kg. = 0.0768 m.t. 2211 Carriage of bitumen tonne 0.0768 53.21 4.09 0982 Fine aggregate (Coarse sand) cum 0.60 600.00 360.00
- 202. 783 Code Description Unit Quantity Rate Amount 2203 Carriage of coarse sand cum 0.60 53.21 31.93 0370 Steam coal for heating bitumen @ 2 qunitals quintal 1.536 300.00 460.80 per tonne of bitumen =2x0.768=0.1.536 qtl. 2200 Carriage of steam coal tonne 0.1536 60.81 9.34 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For cleaning: 0128 Mate Day 0.06 138.45 8.31 0114 Beldar Day 0.49 135.25 66.27 0115 Coolie Day 0.97 135.25 131.19 (b) For heating bitumen : 1114 Beldar-0.38/96x76.8 Day 0.30 135.25 40.57 (c) For cleaning, mixing and spreading pre-mix aggregate : 0114 Beldar-11.39/0.75x0.60 Day 1.11 135.25 150.13 0130 Mistry-0.06/0.75x0.60 Day 0.05 151.50 7.58 (d) Miscellaneous : 0113 Chowkidar (at barrier for night watch and for Day 0.15 135.25 20.29 road roller) 0101 Bhishti Day 0.06 138.45 8.31 0003 Hire charges for road roller Day 0.06 1,000.00 60.00 0001 Hire charges for boiler Day 0.05 595.00 29.75 0013 Hire charges for mixer Day 0.01 200.00 2.00 1235 Diesel for road roller litre 1.08 30.25 32.67 9999 Carriage of diesel L.S. 0.26 1.00 0.26 (e) Misc : 0364 Wire brush (with thick wire) each 0.05 15.00 0.75 0365 Soft brush each 0.12 12.00 1.44 9999 Sundries L.S. 18.20 1.00 18.20 TOTAL 3,171.88 Add 1 % for water charges 31.72 TOTAL 3,203.60 Add 15% for contractor’s profit and overheads 480.54 Cost for 100 sqm. 3,684.14 Cost per sqm. 36.84 Say 36.85 16.41 Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade 80/100 and blinding surface with 0.90cum of stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm. 2916 Bitumen 80/100 tonne 0.098 22,500.00 2,205.00 2211 Carriage of bitumen tonne 0.098 53.21 5.21 0298 Stone aggregate cum 0.90 750.00 675.00 2202 Carriage of stone aggregate cum 0.90 53.21 47.89 0370 Steam coal for heating bitumen @ 2 qunitals quintal 1.90 300.00 588.00 per tonne of bitumen =2x0.0.98=1.96 qtl. 2200 Carriage of steam coal tonne 0.196 60.81 11.92 Labour for cleaning road surface, heating bitumen mixing and spreading aggregate : (a) For heating and spraying bitumen :
- 203. 784 Code Description Unit Quantity Rate Amount 0130 Mistry Day 0.04 151.50 6.06 0138 Sprayman Day 0.06 138.45 8.31 0114 Beldar Day 0.69 135.25 93.32 (b) For cleaning: 0128 Mate Day 0.11 138.45 15.23 0114 Beldar Day 1.40 135.25 189.35 0115 Coolie Day 1.41 135.25 189.35 (c) For screening and spraying aggregate : 0128 Mate Day 0.05 138.45 6.92 0114 Beldar Day 0.51 135.25 68.98 (d) Misc : 0113 Chowkidar (at barrier for night watch and for Day 0.15 135.25 20.29 road roller) 0101 Bhishti Day 0.06 138.45 8.31 0003 Hire charges for road roller Day 0.06 1,000.00 60.00 0007 Hire charges for tar sprayer unit Day 0.06 250.00 15.00 1235 Diesel for road roller @ 18 litres per day litre 1.08 30.25 32.67 0001 Hire charges of boiler Day 0.06 595.00 35.70 (e) Misc : 0364 Wire brush (with thick wire) each 0.05 15.00 0.75 0365 Soft brush each 0.12 12.00 1.44 9999 Sundries L.S. 18.20 1.00 18.20 9999 Brooms and gunny bags L.S. 2.73 1.00 2.73 TOTAL 4,305.63 Add 1% for water charges 43.06 TOTAL 4,348.69 Add 15% for contractor’s profit and overheads 652.30 Cost for 100 sqm. 5,000.99 Cost per sqm. 50.01 Say 50.00 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Cement concrete 1:2:4 mix 0293 Stone aggregate 40mm*(one size) cum 0.52 650.00 338.00 0295 Stone aggregate 20mm (one size) - cum 0.22 700.00 154.00 0297 Stone aggregate 10mm (one size) - cum 0.11 700.00 77.00 2206 Carriage of stone aggregate 40mm cum 0.52 57.83 30.07 2202 Carriage of stone aggregate 20mm . cum 0.33 53.21 17.56 0982 Coarse sand cum 0.445 600.00 267.00 2203 Carriage of coarse sand cum 0.445 126.70 56.38 0367 Cement tonne 0.32 4,500.00 1,440.00 2209 Carriage of cement tonne 0.32 47.29 15.13 Labour: 0155 Mason (Av.) Day 0.10 144.55 14.66 0114 Beldar Day 1.63 133.25 220.46 0101 Bhishti Day 0.70 138.45 96.92 0002 Mixer (Concrete) Day 0.077 400.00 30.80 0012 Vibrator Day 0.07 200.00 14.00 9999 Sundries L.S. 26.00 1.00 26.00 Side shuttering : Taking the slab to be 15cm thick and width to
- 204. 785 Code Description Unit Quantity Rate Amount be 6 metre, length of road 27 metre = 9.90/24.30 (Rate as per item No.5.9.1 S.H.R.C.C. work) Sqm 0.407 119.25 48.53 (A) 9999 Sundries = L.S. 1.43 1.00 1.43 TOTAL 2,847.94 Add 1% for water charges on all except ‘A’ 27.99 TOTAL 2,875.93 Add 15% for contractor’s profit and overheads 424.11 on all except ‘A’ Cost for one cum. 3,300.04 say 3,300.05 16.43 Providing and laying design mix cement concrete in roads, taxi tracks and runways having a minimum works test beam flexural strength of 30 kg. per cm2 at 28 days using not less than 340 Kg. of cement per cum of finished concrete, coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per specified design criteria approved by Engineer-in-charge,mechanically. vibrated using needle and surface vibrators including steel form work with sturdy M- S. channel sections including curing and providing and filling construction joints and dummy joints with approved joint filter Primer or equivalent including rounding of the edges and filling the grooves 10x25mm deep at top for construction joints and 10mmx50mm deep at top for dummy joints with joint sealing compound (conforming to grade B of IS : 1834) including making necessary arrangements for expansion joints etc. all complete. Code Description Unit Quantity Rate Amount Details of cost for 1 cum. Materials: 0367 Cement tonne 0.34 4,500.00 1,530.00 2209 Carriage of cement tonne 0.34 47.29 16.08 0293 Stone aggregate 40mm cum 0.52 650.00 338.00 0295 Stone aggregate 20mm cum 0.22 700.00 154.00 0297 Stone aggregate 10mm cum 0.11 700.00 77.00 0982 Coarse sand cum 0.445 600.00 267.00 2206 Carriage of stone aggregate 40mm nominal cum 0.52 57.83 30.07 size 2202 Carriage of stone aggregate below 40mm cum 0.33 53.21 17.56 2203 Carriage of coarse sand cum 0.445 53.21 23.68 Labour :-For mixing and laying 0114 Beldar Day 0.90 135.25 121.72 0115 Coolie Day 0.60 135.25 81.15 0101 Bhishti Day 0.27 138.45 37.38 0123 Mason 1st class Day 0.05 151.50 7.58 0124 Mason 2nd class Day 0.05 141.60 7.08 0128 Mate Day 0.04 138.45 5.54 For compaction by vibrator 0155 Mason (av.) Day 0.07 146.55 10.26 0114 Beldar Day 0.07 135.25 9.47 Machinery: 0002 (i) Hire charges of mixer (Assuming 25 cum. Day 0.05 400.00 20.00 per day) 0021 (ii) Pin vibrator (SHP) with 50 cum. output Day 0.025 288.00 7.20 per day 0022 (iii) Surface vibrator with 25 cum. output per Day 0.05 330.00 16.50
- 205. 786 Code Description Unit Quantity Rate Amount Fuel Charges : 1235 (i) Diesel for mixer litre 1.20 30.25 36.30 1235 (ii) Diesel for Pin vibrator (10 lit. / day litre 0.25 30.25 7.56 assumed) 1235 (iii) Diesel for Surface vibrator ( 5 lit./ day litre 0.25 30.25 7.56 assumed) Add for construction and filling of dummy joints (A) Rate as per Annexure (A) cum 1.00 96.32 96.32 Add for steel form work (A) Rate as per Annexure (B) cum 1.00 199.40 199.40 9999 Tirrection and transportation and testing of L.S. 54.60 1.00 54.60 weigh batch plant etc. TOTAL 3,179.01 Add 1% for water charges 31.79 TOTAL 3,210.80 Add 15% for contractor’s profit and overheads 481.62 Cost per cum. 3,692.41 Say 3,692.40 Code Description Unit Quantity Rate Amount ANNEXTURE ‘A’ to item No. 16.43 Details of cost for 8.50 cum. Materials: (i) Painting with primer (i) Construction joint 6.15m. long 30cm deep 6.15x(0.30+0.01)= 1.91sqm.+ (ii) Dummy joints 4.61m long and 10cm deep 10mm wide 4.6 lx(0.10+0.10+0.01) = 0.97 sqm. = 2.88 sqm. 2.88sqm. @0.26 lit./sqm. = 0.75 lit. + Add 5% wastage = 0.03 0316 =0.78 lit. Litre 0.78 28.00 21.84 9999 Carriage of primer L.S. 0.91 1.00 0.91 (ii) Joint sealing compound (GradeA) for construction joint 6.15m long 10mm wide 25mm deep. 6.15x2x2.5cm = 3075cucm. For dummy joints 461xl.0xl0cm. = 4610cucm. = 7685 cum Add 5% wastage = 384 cucm = 8069 cucm 0314 = 8.07 cudm. @1.2kg/cudm. kilogram 9.68 20.00 193.60 9999 Carriage of sealing compound L.S. 0.91 1.00 0.91 0370 Steam coal quintal 0.015 300.00 4.50 9999 Carriage of steam coal L.S. 0.91 1.00 0.91
- 206. 787 Code Description Unit Quantity Rate Amount Labour: 0123 Mason 1 st class Day 3.00 151.50 454.50 (ii) For applying primer qty. = 2.88 sqm. 0131 Painter = Day 0.10 141.60 14.16 (iii) Labour for heating and filling sealing compound. 0124 Mason 2nd class Day 0.25 141.60 35.40 (iv) Beldar for heating = 0.06 + 0114 Day 0.68 135.25 91.97 Cost of 8.5mm 818.70 Cost per cum. 96.32 Say- 96.32 ANNEXTURE B to item No. 16.43 STEEL FORM WORK : Part-1 Cost of materials : Assuming that pavement 30m long 22.5m wide and 0.30m deep having panel size 6.15x4.6lx0.30m or 8.50cum laid in a day of 8 hrs. Hence form work to be provided for 2 days. Material for 61.5m long 46.10m wide pavement 22x30.75 = 676.50 2x46.10 = 92.20 Total = 768.70m. 768.70 @ 83.10 kg/ m = 25.44 M.T. Assuming that channel will become unserviceable after use for 5000 slab (100 times) and salvage value of steel shall fetch 20% of its basic cost. 1007 Steel 254.44 qx4/5x 1/5000 = 0.0407104 q quaintal 0.0407104 3,100.00 126.20 2205 Carriage of steel 25.44x4/5x1/5000= tonne 0.00407104 47.29 1.93 0.00407104 tonne Part-II Labour for assembling, errection, dismetelling and cleaning the shuttering. Assuming that 255 labour for steel shuttering shall be required as compared to timber shuttering. Contact area of 50 slabs of steel shuttering. Long channel = 11x20x0.30 = 66.00 = 2x45.10x0.30 = 27.06 Total= 93.06 0103 Blacksmith 2nd class Day 2.86 141.60 404.98 0114 Beldar = Day 5.73 135.25 774.98 Carriage of steel for extra lead of runway 0114 Beldar = Day 5.73 135.25 774.98 Cost of 50 slabs 8.5 cmm. 1,694.91 Cost per cum 199.40 Say 199.40
- 207. 788 16.44 Extra for providing and mixing hardening campound of approved quality as per manufacturer’s specification in cement concrete. Code Description Unit Quantity Rate Amount Details of cost for 1.00 litre Materials : 7254 Hard crete (including cartage) litre 1.00 29.00 29.00 TOTAL 29.00 Add 1 % for water charges 0.29 TOTAL 29.29 Add 15% for contractor’s profit and overheads 4.39 Cost per litre 33.68 Say 33.70 16.45 Providing and fixing in position premoulded joint filler in expansion joints. Code Description Unit Quantity Rate Amount Details of cost for 18mm thick 15cm deep and 300m in length = 300x0.15 = 45 sqm. 0317 18mm thick joint filler sqm 45.00 300.00 13,500.00 Carriage of filler 45x0.018 =0.81 cum. Weight 256.3kg. per cum. = 256.3x0.81 = 207.6kg. 2211 = 0.21 tonne tonne 0.21 53.21 11.17 Labour for fixing etc. : 0124 Mason 2nd class Day 1.00 141.60 141.60 0114 Beldar Day 3.00 135.25 405.75 9999 Sundries L.S. 26.91 1.00 26.91 TOTAL 14,085.43 Add 1 % for water charges 140.85 TOTAL 14,226.28 Add 15% for contractor’s profit and overheads 2,133.94 Cost for 300m length, 18mm width and 15cm 16,360.22 depth Cost for one cm. depth one cm. width per 2.02 metre length. Say 2.00 16.46 Providing and laying in position bitumen hot sealing compound for expansion joints etc. 16.46.1 Using grade ‘A’ sealing compound. Code Description Unit Quantity Rate Amount Details of cost for 20mm wide 20mm deep and 300 metres in length. Sealing compound- 300x0.02x0.02 = 0.12cum. 0314 Weight 256.3kg. per cum. = 256.3x0.12 = kilogram 30.76 20.00 615.20 30.76 kg. 2211 Carriage of compound 30.76 = 0.3076 Say tonne 0.03 53.21 1.60 0.03 tonne Labour for filling: 0124 Mason 2nd class Day 1.00 141.60 141.60 0114 Beldar Day 2.5 135.25 338.12
- 208. 789 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 20.67 1.00 20.67 TOTAL 1,117.19 Add 1 % for water charges 11.17 TOTAL 1,128.36 Add 15% for contractor’s profit and overheads 169.25 Cost for 20mm depth, 20mm width and 300m 1,297.61 length Cost for one cm. depth one cm. width per 1.08 metre length. Say 1.10 16.47 Painting runway/taxi track/apron marking with adequate no. of coat to give uniform finish with road marking paint of superior make as approved by the Engineer-in- charge including cleaning the surface of all dirt, scales, oil, grease and other foreign material etc and lining out complete. 16.47.1 New work (Two or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10sqm. Material: 1st Coat = 1.66 + 2nd Coat = 1.13 = 2.79 7256 Road marking paint litre 2.79 148.00 412.92 9999 Carriage of paint L.S. 5.07 1.00 5.07 Labour: 0131 Painter Day 0.54 141.60 76.46 0114 Beldar Day 0.54 135.25 73.04 9999 Sundries (including painting brush, wire L.S. 36.40 1.00 36.40 brush, labour for controlling traffic and other T&P etc.) TOTAL 603.89 Add 1% for water charges 6.04 TOTAL 609.93 Add 15% for contractor’s profit and overheads 91.49 Cost for 10 sqm. 701.42 Cost per sqm. 70.14 Say 70.15 16.47 Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in- charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. 16.47.2 Old work (One or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Material: 7256 Road marking paint litre 1.66 148.00 245.68 Labour: 0131 Painter Day 0.36 141.60 50.98 0114 Beldar Day 0.36 135.25 48.69 9999 Sundries (including painting brush, wire L.S. 24.44 1.00 24.44
- 209. 790 Code Description Unit Quantity Rate Amount brush, labour for controlling traffic and other T&P etc.) TOTAL 370.91 Add 1 % for water charges 3.71 TOTAL 374.62 Add 15% for contractor’s profit and overheads 56.19 Cost for 10 sqm. 430.81 Cost per sqm. 43.08 Say 43.10 16.48 Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 16.48.1 New work (Two or more coats). Code Description Unit Quantity Rate Amount Details of cost for 10sqm. Material: 7255 Road marking paint (confirming to IS 164 litre 1.48 97.00 143.56 spirit base) 9999 Carriage of paint (1.48/0.800.086.9) L.S. 2.65 1.00 2.65 Labour: 0128 Mate/Supervisor Day 0.10 138.45 13.84 0131 Painter Day 0.54 141.60 76.46 0114 Beldar for stretching of rope & errecting of Day 1.68 135.25 227.22 barricading 9999 Sundries (including painting brush, wire L.S. 36.40 1.00 36.40 brush, labour for controlling traffic and other T&P etc.) TOTAL 500.13 Add 1% for water charges 5.00 TOTAL 505.13 Add 15% for contractor’s profit and overheads 75.77 Cost for 10 sqm. 580.90 Cost per sqm. 58.09 Say 58.10 16.48 Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 16.48.2 Old work (One or more coats) Code Description Unit Quantity Rate Amount Details of cost for 10sqm. Material: 7255 Road marking paint (confirming to IS 164 litre 0.89 97.00 86.33 spirit base) 0999 Carriage of Paint L.S. 0.65 1.00 0.65 Labour: 0128 Mate/Supervisor Day 0.06 138.45 8.31 0131 Painter 2nd class Day 0.36 141.60 50.98 0114 Beldar (stretching of rope & errecting of Day 1.12 135.25 151.48
- 210. 791 Code Description Unit Quantity Rate Amount barricading etc.) 9999 Sundries (including painting brush, wire L.S. 24.44 1.00 24.44 brush, labour for controlling traffic and other T&P etc.) TOTAL 322.19 Add 1% for water charges 3.22 TOTAL 325.41 Add15 % for contractor’s profit and overheads 48.81 Cost for 10 sqm. 374.22 Cost per sqm. 37.42 Say 37.40 16.49 Making bell mouth opening/ entrance of size 100x50x50cm for drainage pipe under footpath including providing cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) for shape of bell mouth including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement: 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. Code Description Unit Quantity Rate Amount Details of cost for 10.00 Nos. (i) Earth work in excavation Channel:- 10x1x1.00x0.20x0.15=0.30+ Bell mouth 10x1x1.00x0.50x(0.18+0.075)/2= 0.64 (Rate as per item no. 2.8.1) Total = 0.94 cum 0.94 103.40 97.20(A) (ii) Cement concrete 1:4:8 Channel :-10x1x1.00x0.20x0.075 = 0.15 cum. (Rate as per item no.4.1.8 cum 0.15 2449.00 367.35(A) (iii) Cement concrete 1:3:6 Channel 10x1x1.00x0.20x0.075 = 0.15 + Bed of bell mouth : 10x1x1.00x0.50x(0.18+0.075)/2 = 0.64 + Haunches portion 10x2x(0.35+0.075)/2x0.25x0.375 = 0.40 + Rect part :- 10x2x0.35x0.25x0.375 = 0.65 + Quadrant portion :- 10x 1 [(0.30x0.30)-3.142/4(0.30)^x0.30 =0.06+ Central middle part :- 10x1x0.30x0.25x0.075 = 0.05 Total = 1.95 cum. (Rate as per item no.4.1.5) cum 1.95 2 791.05 5,442.55(A) (iv) RCC in shelves 1:2:4 10x1x1.00x0.50x0.05 =0.25cum. (Rate as per item no. 5.3 SH : R.C.C.) cum 0.25 3 673.85 918.46(A) (v) Reinforcement for RCC @100kg/cum. 0.25x100=25kg. (Rate as per item no 5.22.1) kg 25.00 41.50 1,037.50(A) (vi) Centering and shuttering For shelves (sides) (X)10x2(1.00+0.50)x0.05= 1.50+ Front side of bell mouth : (X)10x2(0.446)x0.375 = 3.34 +
- 211. 792 Code Description Unit Quantity Rate Amount Pipe portion: 10x[0.30x0.375-3.142/4(0.30)2] = 0.04 + Out side of bell mouth = 10x(1.000.50)x0.45 = 9.00+ Deduct pipe opening =10x0.785x0.30x0.30 = (-)0.71 = 13.17 (Rate as per item no.5.9.1) sqm 13.17 119.25 1570.52 (vii) cement plaster on RCC slab 10x1.00x0.50 = 5.00+ 10x2(1.00+0.50)x0.05 = 1.50+ = 6.50 sqm. (Rate as per item no.13.16.1) sqm 6.50 62.15 403.98 (viii) Neat cement punning: Qty. same as marked (x) at (vi) above =3.34+0.04 = 3.38 sqm. Channel portion: 10x1x(0.85+0.30)/2x0.25 = 1.43 Total = 4.81 (Rate as per item no.l3.18 S.H. Finishing) sqm 4.81 21.40 102.93 0367 Cement tonne 0.024 4500.00 108.00(A) 2209 Carriage of cement tonne 0.024 47.29 1.13(A) 0983 Fine sand cum 0.05 320.00 16.00(A) 2261 Carriage of fine sand cum 0.05 53.21 2.66(A) 0114 Beldar Day 0.035 135.25 4.73(A) 0101 Bhishti Day 0.003 138.45 0.42(A) 9999 Hire charges of mixer L.S. 1.27 1.00 1.27(A) 9999 Sundries L.S. 1.27 1.00 1.27(A) Labour for plaster 0155 Mason Day 0.33 146.55 48.36(A) 0115 Coolie Day 0.488 135.25 66.00(A) 0101 Bhishti Day 0.60 138.45 83.07(A) 9999 Extra for removing burr L.S. 8.71 1.00 8.71(A) 9999 Scaffolding L.S. 7.62 1.00 7.62(A) TOTAL 10,289.73 (B) Add 1 % for water charges on (A) 3.49(B) TOTAT 10,293.22 Add 15% for contractor’s profit and overheads 52.91 on (A+B) Cost for 10 nos. 10,346.13 Cost for one bell mouth 1034.61 Say 1034.60 16.50 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 +/-5 degrees to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as
- 212. 793 recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 15 Nos. Materials: 7426 Cats eye each 15.00 450.00 6 750.00 Labour: 0124 Mason 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries (including material required for L.S. 39.00 1.00 39.00 fixing cats eyes and providing barricading to divert traffic) TOTAL 6 930.02 Add 1% for water charges 69.30 TOTAL 6 999.32 Add 15% for contractor’s profit and overheads 1 049.90 Cost for 15 Nos. 8 049.22 Cost for one cat’s eye. 536.61 Say 536.60 16.51 Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash stabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil by weight, so as to achieve minimum field C.B.R. of 20 including mixing, rolling with road roller curing etc. all complete. 16.51.1 Minimum thickness 15 cm. Code Description Unit Quantity Rate Amount Details of cost for 6.67 sqm. or 1 cum. Materials: 0777 slaked lime quintal 0.41 177.00 72.57 1980 Flyash cum 0.277 6.00 1.66 2267 Carriage of Flyash cum 0.277 53.21 14.74 Labour: (i)For earth work: 0114 Beldar Day 0.116 135.25 15.69 0115 Coolie Day 0.116 135.25 15.69 0979 Royalty for good earth cum 0.655 11.00 7.20 2241 Carriage of good earth cum 0.655 66.51 43.56 (ii) For mixing: 0114 Beldar Day 0.025 135.25 3.38 0115 Coolie Day 0.025 135.25 3.38 (iii) For rolling layers : 0113 Chowkidar Day 0.0008 135.25 0.11 0003 Hire charges of roller Day 0.0008 1 000.00 0.80 1235 Diesel for road roller litre 0.0144 30.25 0.44 2342 Carriage of diesel quintal 0.0002 5.32 9999 Sundries L.S. 0.18 1.00 0.18 (iv) Labour for spreading and watering : 0114 Beldar Day 0.26 135.25 35.16
- 213. 794 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.26 135.25 35.16 0101 Bhishti Day 0.18 138.45 24.92 TOTAL 278.26 Add 1% for water charges 2.78 TOTAL 281.04 Add 15% for contractor’s profit and overheads 42.16 Cost for 1 cum. 323.20 Say 323.20 16.52 Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime : 2 fly ash : 3 coapSe sand : 6 graded stone aggregate 20 mm nominal size) including finishing with 10mm thick cement mortar 1:3 (1 cement: 3 coarse sand) in foot paths including preparation of sub grade with a hand rammer, laying 10 mm thick leveling course of fine sand (jamuna sand) and filling the joints with fine sand. Code Description Unit Quantity Rate Amount Sub Analysis - X Details of cost for 1 cum of lime Flyash mortar 1:2:3 (lime:2 flyash:3 coarse sand). Materials: 0773 Unslaked lime quintal 1.52 260.00 395.20 1980 Flyash cum 0.48 6.00 2.88 0982 Coarse sand cum 0.72 600.00 432.00 2208 Carriage of Unslaked lime cum 0.24 53.21 12.77 2262 Carriage of Flyash cum 0.48 53.21 25.54 2203 Carriage of Coarse sand cum 0.72 53.21 38.31 Labour for slaking the lime making, lime putty, grinding, measuring, carrying, depositing and mixing. 0114 Beldar Day 0.90 135.25 121.72 0101 Bhishti Day 0.45 138.45 62.30 9999 Running and upkeep of mortar mile L.S. 26.91 1.00 26.91 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 1 1310.15 Cost of 1.00 sqm 1 131.15 Sub Analysis - Y Details of cost for 1 cum. of cement concrete Materials: Lime Flyash mortar Rate as per Sub Analysis 16.52 (Marked ‘X’) cum 0.40 1131.15 452.46 0295 Stone aggregate 20mm nominal size cum 0.64 700.00 448.00 0297 Stone aggregate 10mm nominal size cum 0.21 700.00 147.00 2202 Carriage of stone aggregate cum 0.85 53.21 45.23 Labour: 0114 Beldar Day 0.65 135.25 87.91 0115 Coolie Day 0.66 135.25 81.15 0101 Bhishti Day 0.27 138.45 37.38 0123 Mason 1st class Day 0.05 151.50 7.58 0124 Mason 2nd class Day 0.05 141.60 7.08
- 214. 795 Code Description Unit Quantity Rate Amount 0128 Mate Day 0.04 138.45 5.54 9999 Hire and running charges of mixer L.S. 26.91 1.00 26.91 9999 Sundries L.S. 13.52 1.00 13.52 9999 Hire charges of steel moulds, table vibrators, L.S. 53.82 1.00 53.82 rammers, bolts, nuts and washers etc. TOTAL 1,413.58 Cost or 1.00 cum 1,413.58 Details of cost for a path of area 10.00 sqm. no. of blocks required for 10.00 sqm. = 108 nos. (a) Concrete in blocks (108x0.30x0.30x0.09 = 0.875 cum.) (Rate as per sub analysis Marked ‘Y’) cum 0.875 1413.58 1236.88 (b) Labour for Surface excavation . 0114 Beldar Day 0.72 135.25 97.38 0115 Coolie Day 0.60 135.25 81.15 (c) For levelling course of fine sand 6501 Jamuna sand cum 0.10 175.00 17.50 2335 Carriage of Jamuna sand cum 0.10 53.21 5.32 Labour: 0114 Beldar Day 0.0089 135.25 1.20 0115 Coolie Day 0.0107 135.25 1.45 0101 Bhishti Day 0.0035 138.45 0.48 (d) For finishing with 10mm thick cement plaster 2112 1:3 qty. for 9.72sqm. cement mortar 1:3(1 cum 0.0972 3 169.60 308.09 Cement: 3 Coarse sand) 0155 Mason Day 0.787 146.55 115.33 0115 Coolie Day 0.787 135.25 106.44 0101 Bhishti Day 0.262 138.45 36.27 9999 Scaffolding and sundries L.S. 12.22 1.00 12.22 (e) For laying blocks and filling joints with Jamuna sand for filling joints 5mm (av.) thick 6501 Fine sand (Jamuna) cum 0.005 175.00 0.88 2335 Carriage of fine sand cum 0.005 53.21 0.27 0123 Mason 2nd class Day 0.90 151.50 136.35 0115 Coolie Day 1.98 135.25 267.80 0101 Bhishti Day 0.05 138.45 6.92 TOTAL 2431.93 Add 1 % for water charges 24.32 TOTAL 2,456.25 Add 15% for contractor’s profit and overheads 368.44 Cost for 10sqm. or 0.9 cum. 2,824.69 Rate per cum. 3,138.54 Say 3,138.55 16.53 Providing and fixing concertina coil fencing with required dia 600 mm upto 3m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal
- 215. 796 including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm. with tape (0.52 mm thick) of Supreme make or equivalent and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Code Description Unit Quantity Rate Amount Details of cost for 30.00 m length Materials : 8691 Punched tape concertina coil 600 m dia. 10m bundle 3 .00 650.00 1,950.00 openable length (Total length 90m) Therefore, Nos. of bundles 30/10=3bundles) 8692 R.B.T. Reinforced Barbed Tape 9 rounds metre 270.00 7.50 2,025.00 9x30 = 270m 8693 Turn buckle and strengthening bolt. each set 10.00 35.00 350.00 9999 G.I. staples clips etc. L.S. 49.40 1.00 49.40 Labour Labour for fixing straightening cutting of tape/ coils & wire 0114 Beldar 0.50x2 = 1.00 Nos (Taken double due Day 1.00 135.25 135.25 to height) 0102 Blacksmith 1st class Day 0.50 151.50 75.75 0103 Blacksmith 2nd class Day 0.50 141.60 70.80 Total 4,656.20 Add 1% for water charges 46.56 Total 4702.76 Add 15% for contractor’s profit and 705.41 overheads. cost for 30.00 metre 5,408.17 cost per metre 180.27 Say 180.25 16.54 Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/ binding course including loading of aggregate with FE loader and hot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller as per MORTH specifications, to achieve the desired density, but excluding the cost of primer / tack coat. 16.54.1 50/75mm average compacted thickness with bitumen of 60/70 grade @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate). Code Description Unit Quantity Rate Amount Details of cost for 63.91 cum (or 147 M.T.) (A day’s output of hot mix plant). Taking density 2.3 gm/ c.c. Gross weight of mix = 147 M.T. Materials 2211 Carriage of bitumen tonne 7.35 53.21 391.09 Crushed stone aggregate weight = 147.00 - 7.35 = 139.65 M.T.
- 216. 797 Code Description Unit Quantity Rate Amount Assuming density of stone aggregate 1427 kg/cum. 26.5-13.2mm@30% 13.2-2.8mm@28% Stone dust @ 40% Hydrate lime @ 2% 0294 Crushed Stone Aggregate 26.5mm =30% x cum 29.36 675.00 19,818.00 139.65/1.427. 0296 Crushed stone Aggregate 13.2.5mm = cum 27.40 700.00 19,180.00 28%x139.65/1.427. 1159 Stone dust=40%xl39.65/l.523 cum 36.68 700.00 25,676.00 2202 Carriage of crushed stone aggregate. cum 56.76 53.21 3,020.20 0777 Hydrated lime = 2%of 139.65 M.T. =2.793 quintal 27.93 177.00 4,943.61 M.T. or 27.93 Qtl. 2208 Carriage of Lime = 2.79 M.T./1.29 MT/cum= cum 2.16 53.21 114.93 2.16 cum 2267 Carriage of Stone dust cum 36.68 53.21 1,951.74 (B) Labour charges Labour required for loading platform, paver and for taking level etc. 0114 Beldar Day 11.00 135.25 1,487.75 0113 Chowkidar Day 3.00 135.25 405.75 0130 Mistry Day 1.00 151.50 151.50 0101 Bhisti for road roller = 147/ (2.30x0.05x370) Day 3.45 138.45 477.65 (C) Machinery/ Hire charges: Assuming effciency as 60%, 7 hours working, capacity 35 tonne (avg.) per hours Qty. of asphalt = 7x35x60/100 = 147 MT 0008 Hire charges of B.G. Plant. Day 1.00 7,050.00 7,050.00 0017 Hire charges of tipper = 147/(5.19x8)=3.54 Day 3.54 1,030.00 3,646.20 No 0018 Hire charges of loader Day 1.00 800.00 800.00 0003 Road roller (Density = 2.30 M.T./Cum.) One Day 3.45 1000.00 3,450.00 roller compacts 370 sqm/day (D) Fuel charges: Two engines for hot mix plant and one for paver finisher @ 4 ltr./ enginer/ hr. and 7 hours working=3x4x7=84.00 litres For drier, premixing and heating materials: Taking efficiency as 96% =96/100x147=141.12 M.T. 141.12M.T.@ 5 ltr./M.T. =705.60 litres One steam burner is to start two hours earlier to heat up the plant at high flames, there fore diesel required for two hours per day @ 20 ltr. Per hours =2x20 = 40.00 litres. Then flames are reduced and required to burn for 7 hrs @ 10 ltr./ hrs =7x10 = 70.00 litres Diesel for road roller =3.45 days @ 18 ltr./ day = 62.10 litre. Diesel for loader @ 11.25 ltr/each = 11.25 litres. Diesel for tipper As per DAR Vol. 1 lead 5 km., No. of trips=5.19 Nos. Diesel required = 11.58 ltrs and carrying capacity = 8 tonne.
- 217. 798 Code Description Unit Quantity Rate Amount 147.00x11.58/5.19x8. =41.00 litres Total =1013.95 litre 1235 Diesel oil litre 1013.95 30.25 30,671.99 9999 Carriage of diesel L.S. 1388.01 1.00 1,388.01 Mobil oil: For 41.52 M.T. = 0.414 ltr For 147 M.T.=0.414/41.52xl47 = 1.47 ltr 5001 Mobil oil litre 1.47 95.00 139.65 Total 295,284.07 Add 1% for water charges 2952.84 Total 298,236.91 Add 15% for contractor’s profit and 44,735.54 overheads. Cost for 63.91 cum(147 M.T.) 342,972.45 Cost per cum. 5,366.49 Say 5,366.50 16.55 Providing and laying Bituminous Macadam on prepared surface with specified graded crushed stone aggregate for profile corrective base/ binder course including loading of aggregate with F.E. loader , hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification to achieve the desired density and compaction but excluding the cost of primer/ tack coat. 16.55.1 50mm / 75mm average compacted thickness with bitumen of 60/70 grade @ 3.5% (Percentage by weight of total mix) Code Description Unit Quantity Rate Amount Details of cost for 66.81 cum Materials 7309 Bitumen 60/70-3.5% of 147 M.T. tonne 5.15 23,200.00 119,480.00 0294 Crushed stone Aggregate 26.5 mm @ 22% of cum 21.87 675.00 14,762.25 141.85x1/1.427. 0296 Crushed stone Aggregate 13.2 mm @ 75% of cum 74.55 700.00 52,185.00 141.85x1/1.427 1159 Fine aggregate 2.8mm & below @ 3% of cum 2.98 700.00 2, 086.00 141.85 x 1/1.427 2202 Carriage of Stone aggregate 26.5 mm . cum 21.87 53.21 1,163.70 2202 Carriage of Stone aggregate 13.2 mm cum 74.55 53.21 3,966.81 2267 Carriage of fine aggregate 2.8mm. cum 2.98 53.21 158.57 Labour for loading platform, paver and taking levels etc. 0114 Beldar Day 5.00 135.25 676.25 0113 Chowkidar Day 3.00 135.25 405.75 0130 Mistry Day 1.00 151.50 151.50 0101 Bhisti for road roller Day 3.61 138.45 499.80 0114 Beldar for taking levels Day 6.00 135.25 811.50 Machinery 0008 Hire charges of B.G plant. Day 1.00 7,050.00 7,050.00 0017 Hire charges of Tipper 147/(5.19x8) = 3.54 Day 3.54 1,030.00 3,646.20 0018 Hire charges of loader Day 1.00 800.00 800.00 0003 Hire charges of Diesel Road Roller Day 3.61 1,000.00 3,610.00 1235 Diesel litre 1,016.83 30.25 30,759.11
- 218. 799 Code Description Unit Quantity Rate Amount 9999 Carriage of Diesel. L.S. 1388.01 1.00 1388.01 5001 Mobil oil litre 1.47 95.00 139.65 Total 244,014.13 Add 1% for water charges. 2,440.14 Total 246,454.27 Add 15% for contractor’s profit and overheads 36,968.14 Cost for 66.81 cum 283,422.41 Cost per cum 4,242.22 Say 4,242.20 16.56 Providing and laying Dense Bituminous concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E. loader , and hot mixing of bitumen with filler and stone aggregate in hot mix plant , transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specification, to achieve the desired density and compaction but excluding cost of primer/ tack coat. 16.56.1 40 mm/50mm compacted thickness with bitumen of grade 60/ 70 @ 5.5% and lime @3% (percentage by weight of total mix). Code Description Unit Quantity Rate Amount Details of cost for 147.00 MT (62.29 cum) Material 7309 Bitumen Grade 60/70, 5.5% of 147 tonne 8.085 23,200.00 187,572.00 M.T.Paving Asphalt 60/70 penetration 0296 Stone Aggregate 13.2 mm. cum 4.7 700.00 3,297 .00 0297 Stone Aggregate 11.2 mm. cum 47.13 700.00 32,991.00 1159 Stone dust cum 39.74 700.00 27,818.00 2202 Carriage of Stone aggregate . cum 51.84 53.21 2,758.41 2267 Carriage of Stone dust cum 39.74 53.21 2,114.57 0777 Dry hydrated lime 2 3% of 147 M.T. quintal 44.10 177.00 7,805.70 2208 Machinery carriage of Hydredted lime cum 3.42 53.21 181.98 0008 Hire charges of BG plant. Day 1.00 7,050.00 7,050.00 0017 Hire charges of tipper Day 3.54 1,030.00 3,646.20 0018 Hire charges of loader Day 1.00 800.00 800.00 0003 Hire charges of Diesel Road Roller Day 3.39 1,000.00 3,390.00 1235 Diesel litre 998.17 30.25 30,194.64 9999 Carriage of Diesel. L.S. 1348.88 1.00 1,348.88 5001 Mobil oil litre 1.47 95.00 139.65 Labour required for loading platform, paver and for taking level etc. 0114 Beldar Day 11.00 135.25 1,487.75 0113 Chowkidar Day 3.00 135.25 405.75 0130 Mistry Day 1.00 151.50 151.50 0101 Bhisti for road roller Day 3.39 138.45 469.35 Total 314,052.58 Add 1 % for water charges 3,140.53 Total 317,193.11 Add 15% for contractor’s profit and 47,578.97 overheads. Cost for 62.29 cum 364,772.08 Cost per cum 5,856.03 Say 5,856.05
- 219. 800 16.57 Providing and laying Dense Bituminous Concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E. loader, and hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specifications, to achieve the desired density and compaction but excluding cost of primer/ tack coat. 16.57.1 40 mm/50mm compacted thickness with bitumen of grade CRMB - 60 @ 5.5% and lime @3% (percentage by weight of total mix). Code Description Unit Quantity Rate Amount Details of cost for 62.29 cum (or 147 M.T.) Taking density 2.36 gm/c.c. Gross weight of mix= 147 M.T. Materials: 2211 Carriage of bitumen tonne 8.085 53.21 430.20 Crushed stone aggregate and stone dust weight = 147-8.085-4.41=134.505 M.T. Taking density of stone aggregate as 1427kg./cum and density of stone dust as 1523kg./cum and taking stone aggregate 13.2mm @ 5% stone aggregate 11,2mm @ 50% and stone dust @ 45% 0296 Stone Aggregate 13.2mm = 6.725 M.T. cum 4.71 700.00 3,297.00 0297 Stone Aggregate 11.2mm = 67.253 M.T. cum 47.13 700.00 32,991.00 1159 Stone dust =60.527 M.T. cum 39.74 700.00 27,818.00 2202 Carriage of Stone aggregate cum 51.84 53.21 2,758.41 2267 Carriage of Stone dust cum 39.74 53.21 2,114.57 0777 Hydrated lime 147 M.T. @ 3%. qunital 44.1 177.00 7,805.70 2208 Carriage of Lime 4.41/1.29 M.T./ cum= 3.42 cum 3.42 53.21 181.98 cum (B) Hire charges of machinery Assuming effciency as 60% 7 hours working, capacity 35 tonne (avg) per hours Qty. of asphalt = 7x35x60/100=147 M.T. 0008 Hire charges of B.G. Plant. Day 1.00 7,050.00 7,050.00 0017 Hire charges of tipper = 147/(5.19x8)=3.54 Day 3.54 1,030.00 3,646.20 No. 0018 Hire charges of loader Day 1.00 800.00 800.00 0003 Hire charges of Diesel Road Roller Day 3.39 1,000.00 3,390.00 (62.29/0.04x460) Fuel charges: Two engines for hot mix plant and one for paver finisher @ 4 ltr./ enginer/ hr. and 7 hours working = 3x4x7 = 84.00 litres For drier , premixing and heating materials: Taking efficiency as 94% =94/100x147=138.18M.T. 138.18 M.T. @ 5 ltr./m.T.= 690.90 litres For burner One steam, burner is to start two hours earlier to heat up the plant at high flames, there fore diesel required for tow hours per day @ 20 ltr. per hours =2x20=40.00 litres Then flames are reduced and required to burn for 7 hrs. @ 10 ltr./ hrs=7x 10=70.00 litres
- 220. 801 Code Description Unit Quantity Rate Amount Diesel for road roller = 3.39 days @ 18 ltr./ day = 60.02 litres. Diesel for loader @ 11.25 ltr/ each = 11.25 ltrs Diesel for tipper As per DAR Vol. 1 lead 5 km., No, of trips = 5.19 Nos. Diesel required = 11.58 ltrs and carrying capacity = 8 tonne 147.00x11.58/5.19x8,=41.00 ltrs 1235 Total = 998.17 ltr litre 998.17 30.25 30,194.64 9999 Carriage of diesel L.S. 1348.88 1.00 1,348.88 Mobil oil: For 41.52 M.T. = 0.414 ltr 5001 For 147 M.T.= 0.414/41.52x147=1.47 ltr litre 1.47 95.00 139.65 (D) labour charge Labour required for loading platform, paver and for taking levels etc. 0114 Beldar (5.00+6.00=11.00 Nos.) Day 11.00 135.25 1,487.75 0113 Chowkidar Day 3.00 135.25 405.75 0130 Mistry Day 1.00 151.50 151.00 0101 Bhisti for road roller = 147/(2.36x0.04x460) Day 3.39 138.45 469.35 Total 339,116.08 Add 1% for water charges 3,391.16 Total 342,507.24 Add 15% for contractor’s profit and 51,376.09 overheads. Cost for 62.29 cum 393,883.33 Cost per cum 6,323.38 Say 6,323.40 16.58 Providing and laying Dense Bituminous Concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E. loader, and hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade “and rolling with road rollers, as per MORTH specifications, to achieve the desired density and compaction but excluding cost of primer/ tack coat. 16.58.1 40 mm/50mm compacted thickness with bitumen of grade PMB - 40 @ 5.5% and lime @3% (percentage by weight of total mix). Code Description Unit Quantity Rate Amount Details of cost for 62.29 cum (or 147 M.T.) Taking density 2.36 gm/c.c. Gross weight of mix = 147 M.T. MATERIALS: 2211 Carriage of bitumen tonne 8.085 53.21 430.20 Crushed stone aggregate and stone dust weight = 147-8.085-4.41 = 134.505 M.T. Taking density of stone aggregate as 1427kg./cum and density of stone dust as 1523kg./cum and taking stone aggregate 13.2mm @ 5% stone aggregate 11.2mm @ 50% and stone dust @ 45% 0296 Stone Aggregate 13.2mm = 6.725 M.T. cum 4.71 700.00 3,297.00
- 221. 802 Code Description Unit Quantity Rate Amount 0297 Stone Aggregate 11.2mm = 67.253 M.T. cum 47.13 700.00 32,991.00 1159 Stone dust =60.527 M.T. cum 39.74 700.00 27,818.00 2202 Carriage of Stone aggregate . cum 51.84 53.21 2,758.41 2267 Carriage of Stone dust cum 39.74 53.21 2114.57 0777 Hydrated lime 147 M.T. @ 3%. quintal 44.10 177.00 7,805.70 2208 Carriage of Lime 4.41/1.29 M.T./ cum= 3.42 cum 3.42 53.21 181.98 cum (B) Hire charges of machinery Assuming effciency as 60% 7 hours working, capacity 35 tonne (avg) per hours Qty. of asphalt = 7x35x60/100=147 M.T. 0008 Hire charges of B.G. Plant. Day 1.00 7,050.00 7,050.00 0017 Hire charges of tipper = 147/(5.19x8)=3.54 Day 3.54 1,030.00 3,646.20 No. 0018 Hire charges of loader Day 1.00 800.00 800.00 0003 Hire charges of Diesel Road Roller Day 3.39 1,000.00 3,390.00 (62.29/0.04x460) Fuel charges: Two engines for hot mix plant and one for paver finisher @ 4 ltr./ enginer/ hr. and 7 hours working = 3x4x7 = 84.00 litres For drier , premixing and heating materials: Taking efficiency as 94% =94/100xl47=138.18M.T. 138.18 M.T. @ 5 ltr./m.T.= 690.90 litres For burner One steam, burner is to start two hours earlier to heat up the plant at high flames, there fore diesel required for/two hours per day @ 20 ltr. per hours =2x20=40.00 litres Then flames are reduced and required to burn for 7 hrs. @ 10 ltr./ hrs=7x 10=70.00 litres Diesel for road roller = 3.39 days @ 18 ltr./ day = 60.02 litres. Diesel for loader @ 11.25 ltr/ each = 11.25 ltrs Diesel for tipper As per DAR Vol. 1 lead 5 km., No, of trips = 5.19 Nos. Diesel required = 11.58 ltrs and carrying capacity = 8 tonne 147.00x11.58/5.19x8,=41.00 ltrs 1235 Total = 998.17 ltr litre 998.17 30.25 30,194.64 9999 Carriage of diesel L.S. 1348.88 1.00 1348.88 Mobil oil: For 41.52 M.T. = 0.414 ltr 5001 For 147 M.T.= 0.414/41.52x147=1.47 ltr litre 1.47 95.00 139.65 (D) labour charge Labour required for loading platform, paver and for taking levels etc. 0114 Beldar (5.00+6.00=11.00 Nos.) Day 11.00 135.25 1487.75 0113 Chowkidar Day 3.00 135.25 405.75 0130 Mistry Day 1.00 151.50 151.50 0101 Bhisti for road roller = 147/(2.36x0.04x460) Day 3.39 138.45 469.35 Total 369,030.58 Add 1% for water charges 3,690.31 Total 372,720.89 Add 15% for contractor’s profit and 55,908.13 overheads. 428,629.02 Cost for 62.29 cum 6,881.19 Cost per cum 6,881.20 Say
- 222. 803 16.59 Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm alongwith theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up of M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing . specification and direction of Engineer-in-charge. 16.59.1 Mandatory/ Regulatory sign boards of 900mm dia- metre withpart as length of 3750mm. Code Description Unit Quantity Rate Amount Details cost for 1 no. of 0.636 sqm Materials3.14/4x(0.90x0.90)= 0.636 sqm Aluminium sheet 2 mm thick add 10% wastage = 0.064 i.e. 0.700sqm @ 5.60kg/sqm = 3.92kg 2704 Cost of Aluminium sheet 2mm thick. kilogram 3.92 195.00 764.40 Carriage of aluminium sheet 2302 3.92kg or 0.00392 M.T. tonne 0.00392 47.29 0.19 High intensity retro reflective sheet = 0.70 sqm. High intensity sheet for lettering / sign and border etc. Taking 40% Area =0.28sqm,total = 0.70 + 0.28= 0.98 sqm 8690 High intensity retro - reflective sheet. sqm 0.98 1,400.00 1,372.00 Steel work Supporting frame 25x25x3mm for 900mm dia board:- 3.14D=3.1416x0.90=2.83 metre @1.10kg/m =3.11kg Angle iron 35x35x.5mm for fixing the support frame with vertical Tee-iron support post 2x0.05=0.10m @ 2.6 kg/m = 0.26kg Vertical post of M.S. tee of section ISNT 50x50x6mm = 3.75 metre @4.50kg/m= 16.88 kg Base plate to be welded at bottom end of tee (As hold fast) (100xl00x5mm)x7850/69)=0.39kg, total = 3.11 + 0.26 +16.88 + 0.39 = 20.64kg. Add wastage @ 5% = 1.03 Total = 20.64 + 1.03 = 21.67kg.
- 223. 804 Code Description Unit Quantity Rate Amount Rate as per item no 10.2 kg. 21.67 46.35 1004.40(A) Labour. 0128 Mate Day 0.01 138.45 1.38 0114 Beldar Day 0.25 135.00 33.81 9999 Cost of material for drilling holes, nut bolts & L.S. 65.00 1.00 65.00 rivets, fabrication etc. Painting with synthetic enamel paint on steel work support frame 25x25x3mm =2.83x0.10=0.283 sqm Fixing angle 35x35x5mm = 2x0.50x0.14=0.014 sqm Vertical post Tee 50x50x6mm =3.75x0.20=0.750sqm Baseplate 100xl00x5mm Surface area = 2x[0.10x0.10] =0.02 4x0.10x0.005 = 0.002 total = 1.069 sqm Rate as per item no 13.61.1 of SH : Finishing sqm 1.07 33.25 35.58(A) (A). Painting with epoxy paint on back side of sqm 0.636 75.25 47.86(A) aluminium sheet. Rate as per Item no. 13.52.1 9999 Sundries and hold fast etc. L.S. 78.00 1.00 78.00 Total 3,402.62 Add for water charge @ 1% except on (A). 23.15 Total 3,425.77 Add for contractor’s profit and overheads @ 350.69 15% except on (A). Cost of 1 no. 3,776.46 Say 3,776.45 16.59 Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm alongwith theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up of M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing . specification and direction of Engineer—in-charge.
- 224. 805 16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of 900mm with support length of 3650mm. Code Description Unit Quantity Rate Amount Details cost for 1 board of 0.35 sqm Materials Area 1/2x(0.90x0.78)= 0.35 sqm Aluminium sheet 2 mm thick add 10% wastage = 0.04 i.e. 0.39sqm @ 5.60kg/sqm = 2.18kg 2704 Cost of Aluiminium sheet 2mm thick. kilogram 2.18 195.00 425.10 Carriage of sheet 2302 2.18kg or 0.00218 M.T. tonne 0.00218 47.29 0.10 High intensity retro reflective sheet = 0.39 sqm. High intensity sheet for lettering / sign/ symbol/ border etc. Taking 40% Area =0.16sqm, total = 0.39 + sqm 0.16 = 0.55 sqm 8690 High intensity retro - reflective sheet. sqm 0.55 1400.00 770.00 Steel work Angle iron frame 25x25x3mm 3x0.90=2.70 metre @ 1.10kg/m =2.97kg Angle iron 35x35x0.50mm for fixing the support frame to Tee- iron support post 2x0.05=0.10m @ 2.6 kg/m = 0.26kg Vertical post of M.S. tee of section ISNT 50x50x6mm = Ix3.65=3.65m @ 4.50kg/m= 16.43kg Base plate 100x100x5mm connected to bottom end of vertical tee. (0.10x0.10x0.005x7850kg =0.39kg, total = 2.97 + 0.26 + 16.43 + 0.39 = 20.05kg. Add wastage @ 5% = 1.00, total = 20.05 + 1.00 = 21.05kg Rate as per item no 10.2 kg 21.05 46.35 975.67 (A) Labour. 0128 Mate Day 0.01 138.45 1.38 0114 Beldar Day 0.25 135.25 33.81 9999 Cost of material for drilling holes, nut bolts & L.S. 65.00 1.00 65.00 rivets, fabrication etc. Painting with synthetic enamel paint on Angle iron . support frame 25x25x3mm =1x2.7x0.10=0.27 sqm. Angle 35x35x5mm = 2x0.50x0.14=0.014 sqm Tee 50x50x6mm = 1x3.65x0.20 =0.73sqm Base plate to be welded at bottom end of Tee 100xl00x5mm 0.022 sqm Total = 1.036 sqm Rate as per item no 13.61.1 Finishing sqm 1.036 33.25 34.45 Painting with epoxy paint on back side of aluminium sheet. 0.35 sqm
- 225. 806 Code Description Unit Quantity Rate Amount Rate as per Item no. 13.52.1 sqm 0.35 75.25 26.34 9999 Sundries & hold fast etc. L.S. 65.00 1.00 65.00 Total 2,396.85 Add for water charges @ 1% except on (A). 13.60 9999 Total 2,410.45 Add for contractor’s profit and overheads @ 206.10 15% except on (A). Cost of 1 board. 2,616.55 Say 2,616.55 16.60 Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminium sheet face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows alongwith theft resistant measures including the cost of painting with two’or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 16.60.1 Overhead informatory road signage. Code Description Unit Quantity Rate Amount Details of cost for boards area 3.00x1.20=3.60 sqm 2704 Aluminium sheet 2mm thick =3.60 sqm@ kilogram 21.17 195.00 4128.15 5.60kg/sqm = 20.16 kg Add 5% wastage = 1.01 kg= Total 20.16+1.01=21.17 kg 2302 Carnage of sheet. tonne 0.02117 47.29 1.00 (b) High intensity retro reflective sheet. 3.60 sqm 8690 high itensity sheet for written matter. Taking 40% = 3.60x40% = 1.44 sqm. Total = 3.60 + 1.44 = 5.04 sqm. 0588 High intensity retro - reflective sheet. sqm 5.04 1400.00 7056.00 (c) C.P. Brass rivets screws etc. for peripheries = 2x(300+120)/30=28 nos. For vertical Rows = 2x (120/30-2)=4 nos. Total= 28 + 4 = 32nos. For wastage @ 5% =2 nos. Total = 32 +2 = 34 nos. Chromium plated Brass screws 25 mm 100 Nos 34.00 83.00 28.22 Labour charges for drilling holes 9999 Hire charges of drill machine and sundries L.S. 52.00 1.00 52.00 9999 Hoisting board L.S. 390.00 1.00 390.00
- 226. 807 Code Description Unit Quantity Rate Amount Labour charges for manufacturing of board including. 9999 fixing retro reflective sheet L.S. 564.00 1.00 564.00 Painting with epoxy paint on back side of sqm 3.60 75.25 270.90(A) Aluminium sheet, Rate as per Item no. 13.52.1 Total 12,490.47 Add for water charge @ 1% except on (A). 122.20 Total 12,612.67 Add for contractor’s profit and overheads 15% 1851.27 except on (A). Cost of 3.60 sqm 14,463.94 Cost of 1 sqm. 4,017.76 Say 4,017.75 16.61 Providing Retro-reflective regulatory sign board of size 900mm dia meter made out of 2mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge. Letter , symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of stze 40x40x4mm The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4m, 4m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in- charge. Code Description Unit Quantity Rate Amount Details cost for one board of 0.635 sqm Aluminium sheet 2mm thick = 0.635 sqm. Add 10% wastage = 0.06 sqm, total = 0.635 + 0.06 = 0 695 sqn Say 0.70 sqm @ 5.60 kg/sqm =3.98 kg 2704 Cost of Alummiurfi sheet 2mm thick (X). kilogram 3.98 195.00 776.10 High intensity retro reflective sheet = 0.70 sqm high intensity sheet for lettering/ sing and border etc. Taking 40% Area=0.28 sqm, total = 0.70 + 0.28 = 0.98 sqm. 8690 High intensity retro - reflective sheet (Y). sqm 0.98 1400.00 1,372.00 Angle iron 40x40x4mm = 4x0.60=2.40@ 2.4kg/ mtr = 5.76 kg 50x50x5 mm = 2x4m =8m @ 3kg/ mtr =24.00 kg Total = 5.76 + 24.00 = 29.76 kg (A) Rate as per item no 10.2 kg 29.76 46.35 1,379.38(A) Labour. 0128 Mate Day 0.01 138.45 1.38 0114 Beldar Day 0.25 135.25 33.81 9999 Cost of material for drilling holes, nut bolts & L.S. 70.23 1.00 70.23 rivets, facrication etc. @ 2% on (X+Y+A)
- 227. 808 Code Description Unit Quantity Rate Amount Painting with synthetic enamel paint 1x2.40x0.12=0.29 sqm 1x4.00x0.12=0.80 sqm, total = 0.29 + 0.80 = 1.09 sqm Rate as per item no 13.61.1 sqm 1.09 33.25 36.24(A) Painting with epoxy paint on back side of sqm 0.635 75.25 47.78 aluminium sheet, Rate as per Item no.13.52.1 9999 Sundries & hole fast etc, L.S. 31.20 1.00 31.20 Total 3,748.12 Add 1% for water charges except on (A). 22.85 Total 3,770.97 Add 15% for contractor’s profit and overheads 346.14 except on (A). Cost for 1 board 4,117.11 Say 4,117.10 16.62 Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm (Area covered on one day):- Materials Thermoplastic paint screeded in paint form for 2.5 mm thick road making stripe including glass beads etc. as pe specifications. 100sqm @ 5kg/5sqm =500kg. wastage @ 5% =25 kg Total = 525 kg 8687 Thermoplastic paint kg 525 .00 67.22 35,290.50 Glass beads (B-class) to be sprayed over the paint stripe @ 250 gms. Per sqm = 100x0.25=25 kg 8688 Glass beads kg 25.00 68.00 1,700.00 MACHINERY 0033 Hiring charges of paint applicator machine per day 1.00 680.00 680.00 0005 Hire charges of trucks for local shifting. Day 1.00 1008.00 1,008.00 1241 LPG cylinder of heating (Commercial cylinder kg 71.06 35.00 2 487.10 of 19.00 kg capacity) Labour 0157 Machine operator. Day 1.00 166.00 166.00 0139 Skilled labour. Day 4.00 138.45 553.80 9999 Labour for cleaning for road surface. L.S. 364.00 1.00 364.00 0114 Beldar for erecting barricades, traffic Day 4.20 135.25 568.05 diversions, stretching ropes etc. Total 42,817.45 Add 1% for water charges. 428.17 Total 43,245.62 Add 15% for contractor’s profit and overheads. 6,486.84
- 228. 809 Code Description Unit Quantity Rate Amount Cost for 100 sqm 49,732.46 Cost per sqm 497.32 Say 497.30 16.63 Providing and laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm. Meterials 0287 Brick Aggregate 40 mm nominal size cum 1.00 360.00 360.00 2260 Carriage of Brick Aggregate cum 1.00 52.33 52.33 6501 Jamuna sand cum 0.08 175.00 14.00 2335 Carriage of Jamuna sand cum 0.08 53.21 4.26 Labour for spreading, ramming and consolidation. 0114 Beldar Day 0.35 135.25 47.34 0115 Coolie Day 0.26 135.25 35.16 0101 Bhisti Day 0.18 138.45 24.92 Cement concrete-1:3:6 (Rate as per item no. 4.1.6) cum 0.50 2,713.05 1,356.53(A) Total 1,900.04 Add for water charge @ 1 % except on (A). 5.44 Total 1,905.48 Add for contractor’s profit and overheads @ 15% except on (A). 82.34 Cost for 10 sqm. 1,987.82 Cost for 1 sqm. 198.78 Say 198.80 16.64 Providing and laying 75mm thick compacted bed of dry brick aggregate of 40mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand including finishing smooth etc. complete as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm. Meterials 0287 Brick Aggregate 40 mm nominal size cum 1.00 360.00 360.00 2260 Carriage of Brick Aggregate cum 1.00 57.83 57.83 6501 Jamuna sand cum 0.08 175.00 14.00 2335 Carriage of Jamuna sand cum 0.08 53.21 4.26 Labour for spreading, ramming and consolidation. 0114 Beldar Day 0.35 135.25 47.34 0115 Coolie Day 0.26 135.25 35.16 0101 Bhisti Day 0.18 138.45 24.92 Total 543.51 Add for water charge @ 1 % except on (A). 5.44 Total 548.95
- 229. 810 Code Description Unit Quantity Rate Amount Add for contractor’s profit and overheads @ 82.34 15% except on (A). Cost for 10 sqm. 631.29 Cost for 1 sqm. 63.13 Say 63.15 16.65 Providing and fixing post delineators (made of ABS body fitted with 2 nose 100mm dia ) reflective and reflectors are mounted on MS pipe of 65mm dia dully powder coated anti-rust steel to be installed as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 1 no. Materials. 8685 Delinator each 1.00 560.00 560.00 9999 Fixing charges. L.S. 78.00 1.00 78.00 9999 Fixing material L.S. 39.00 1.00 39.00 Total 677.00 Add for water charges @ 1% 6.77 Total 683.77 Add for contractor’s profit and overheads@ 102.57 15% cost of 1 no. 786.34 Say 786.35 16.66 Excavating holes upto 0.10 cum including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20cm in depth including consolidating and deposited layer by ramming watering etc. Disposing of surplus excavated soil as directed with in a lead of 50m and lift upto 1.5 m. 16.66.1 All kind of soil. Code Description Unit Quantity Rate Amount Details of cost for 30 holes- Earth work 30x0.10=3.00 cum Extra labour for fillng and ramming (A) Rate vide item no. 2.8.1 cum 3.00 103.40 310.20(A) (B) Sundries L.S. 13.52 1.00 13.52 TOTAL 323.72 Add for water charges @ 1% except on (A) 0.14 TOTAL 323.86 (C) Add for contractor’s profit and over-heads@ 2.05 15%except on (A). Cost of 30 holes 325.91 Cost of 1 hole 10.86 Say 10.85 16.67 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50mm (HPL or equivalent ) including reinforcement with 6mm dia M.S. bars 4 nose on each side including setting in position in footpath to the required level and line over a bed of 20mm average thick cement
- 230. 811 mortar 1:3 (1 cement : 3 coarse sand ) having thickness not more than 5mm except on curve including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm Materials 8694 Precast pavement slab 450 x 450 x 50mm (M-30) each 48.00 40.00 1920.00 9999 carriage of slab L.S. 52.00 1.00 52.00 9999 20mm (bed and joints) CM. 1:5 (1 cement: 5 cum 0.25 2260.15 565.04(A) coarse sand (Rate as per item no. 3.10 of SH. morter Labour 0155 Mason. Day 1.10 146.55 161.21 0100 Bandhani Day 1.10 138.45 152.30 0114 Beldar Day 0.55 135.25 74.39 0101 Bhisti Day 0.27 138.45 37.38 9999 Sundries L.S. 10.79 1.00 10.79 Total 2,973.11 Add for water charges @ 1 % except on (A). 29.73 Total 3002.84 Add for contractor’s profit and overheads’s @ 450.43 15% except on (A). Cost for 10 sqm. 3,453.27 Cost for 1 sqm 345.33 Say 345.35 16.68 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in- charge. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm Materials. 8689 Interlocking C.C. paver block ( 60 mm thick), M.30 Bedding Layer 50mm thick sqm 10.00 225.00 2,250.00 0982 Coarse sand =10x0.050=0.50 cum cum 0.50 600.00 300.00 2203 Carriage of coar sand cum 0.50 53.21 26.60 0983 Fine sand . cum 0.15 320.00 48.00 2261 Carriage of fine sand cum 0.15 53.21 7.98 Laying charges (Bassed on actual observation) 0123 Mason -1st class Day 0.50 151.50 75.75 0124 Mason -2nd class Day 0.50 141.60 70.80 0114 Beldar Day 1.00 135.25 135.25 0115 Coolie Day 0.50 135.25 67.62 Total 2,982.00 Add for water charge @ 1% 29.82 Total 3,011.82 Add for contractor’s profit and overheads @ 15% 451.77 Cost for 10.00 sqm 3,463.59 Cost for 1.00 sqm. 346.36 Say 346.35
- 231. 812 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3(1 cement: 3 coarse sand ) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer- in-charge). Code Description Unit Quantity Rate Amount Details of cost for 100.00 metre i.e. 100x0.375x0.20=7.50 cum. No. of kerb stones = 100/0.405=247 Nos 8686 Precast C.C. Kerb stone M - 25 = cum 7.41 3500.00 25,935.00 247x0.40x0.375x0.20=7.41 cum morter 1:3 for fixing joints =246x[(0.115+0.20)]x0.375x0.005 = 0.073 cum 2 CM.1 :3 (1 cement: 3 coarse sand) cum 0.073 3169.60 231.38(A) as per item no. 3.8 of SH mortar Labour for fixing of Kerb stone 0123 Mason 1 st class Day 2.50 151.50 378.75 0124 Mason 2nd class Day 2.50 141.60 354.00 0114 Beldar Day 2.50 135.25 338.12 0115 Coolie Day 1.65 135.25 223.16 Total 27,460.41 Add for water charge @ 1% except on (A). 272.29 Total 27,732.70 Add for contractor’s profit and overheads @ 4,125.20 15% except on (A). Cost of 7.50 cum 31,857.90 cost for 1 cum. 4,247.72 Say 4,247.70 16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.1 Made of G.I. wire of dia 4mm. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Material. G.I. chain link 50x50 mm mesh = 10.00 sqm. Wastage5% = 0.50sqm Total= 10.50 sqm 8695 Chain link fabric fancing mesh of size sqm 10.50 225.00 2,362.50 50x50mm made of G.I. wire of dia. 4mm. 9999 Carriage. L.S. 156.00 1.00 156.00 Labour 0103 Blacksmith 2nd class Day 2.14 141.60 303.02 0114 Beldar Day 1.62 135.25 219.10 9999 Sundries including G.I. wire, nuts and bolts L.S. 174.75 1.00 174.75 and warshers. Total 3,215.37 Add 1% for water charges. 32.15 Total 3,247.52
- 232. 813 Code Description Unit Quantity Rate Amount Add 15% for contractor’s profit and 487.13 overheads. Cost for 10 sqm. 3,734.65 Cost for 1 sqm. 373.47 Say 373.45 16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. 16.70.2 Made of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm. Material. G.I. chain link 50x50 mm mesh PVC coated = 10sqm wastase@5%= 0.50 sqm Total = 10.50 sqm. 8696 Chain link fabric fancing mesh of size sqm 10.50 250.00 2,625.00 50x50mm made of G.I. wire of dia. 4mm, PVC coated to outer dia. 5mm. 9999 Carriage. L.S. 156.00 1.00 156.00 Labour 0113 Blacksmith 2nd class Day 2.14 141.60 303.02 0114 Beldar Day 1.62 135.25 219.10 9999 Sundries including G.I. wire, nuts and bolts L.S. 174.75 1.00 174.75 and warshers. Total 3,477.87 Add 1% for water charges. 34.78 Total 3,512.65 Add 15% for contractor’s profit and 526.90 overheads. Cost for 10 sqm. 4,039.55 Cost for 1 sqm. 403.96 Say 403.95 16.71 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm. Material. G.I. chain link 25x25 mm mesh = 10.00 sqm. wastase@5%= 0.50 sqm 8697 Cham link fabric fancing mesh of size sqm 10.50 300.00 3,150.00 25x25mm made of G.I. wire of dia. 3mm. 9999 Carriage. L.S. 156.00 1.00 156.00 Labour 0103 Blacksmith 2nd class Day 2.14 141.60 303.02 0114 Beldar Day 1.62 135.25 219.10
- 233. 814 Code Description Unit Quantity Rate Amount 9999 Sundries including G.I. wire, nuts and bolts L.S. 174.75 1.00 174.75 and warshers. Total 4,002.87 Add 1% for water charges. 40.03 Total 4,042.90 Add 15% for contractor’s profit and 606.43 overheads. Cost for 10 sqm. 4,649.33 Cost for 1 sqm. 464.93 Say 464.95 16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site. Code Description Unit Quantity Rate Amount Details of cost for 2.25 cum MATERIALS 1158 22.5 cm thick stone (Hard) cum 2.25 332.00 747.00 2215 Carriage by mechanical transport i/c loading cum 2.25 62.60 140.85 unloading and stacking TOTAL 887.85 Add1% for water charges 8.88 TOTAL 896.73 Add 15% for contractor’s profit and overheads 134.51 Cost for 2.25 cum 1,031.24 Cost for one cum 458.33 Say 458.35 16.73 Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately) Code Description Unit Quantity Rate Amount Detail of cost for 10.00 sqm LABOUR 0123 Mason 1st class. Day 1.08 151.50 163.62 0124 Mason 2nd class. Day 1.08 141.60 152.93 0114 Belder Day 2.15 135.25 290.79 0115 Coolie Day 1.61 135.25 217.75 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 831.85 Add 1 % for water charges 8.32 TOTAL 840.17 Add 15% for contractor’s profit and overheads 126.03 Cost for 10 sqm 966.20 Cost for one sqm 96.62 Say 96.60 16.74 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with: 16.74.1 Moorum Code Description Unit Quantity Rate Amount Details of cost for 100 sqm MATERIALS 0810 Moorum. cum 7.50 310.00 2325.00
- 234. 815 Code Description Unit Quantity Rate Amount 2265 Carriage by mechanical transport i/c loading cum 7.50 53.21 399.08 unloading and stacking LABOUR 0114 Beldar Day 1.64 135.25 221.81 0101 Bhisti Day 0.13 138.45 18.00 TOTAL 2,963.89 Add 1% for water charges 29.64 TOTAL 2,993.53 Add 15% for contractor’s profit and overheads 449.03 Cost for 100 sqm 3,442.56 Cost per sqm 34.43 Say 34.45 16.74 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with: 16.74.2 Stone aggregate 20 mm nominal size. Code Description Unit Quantity Rate Amount Detail of cost for 100.00sqm MATERIALS 0295 Stone aggregate 20mm nominal size cum 7.50 700.00 5,250.00 100sqm x7.50cm= 7.50 cum 2202 Carriage of stone aggregate 20mm nominal size cum 7.50 53.21 399.08 LABOUR 0114 Beldar Day 2.05 135.25 277.26 0101 Bhisti Day 0.13 138.45 18.00 TOTAL 5,944.34 Add 1 % for water charges 59.44 TOTAL 6,003.78 Add 15% for contractor’s profit and overheads 900.57 Cost for 100 sqm 6,904.35 Cost per sqm 69.04 Say 69.05 16.74 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with: 16.74.3 Stone aggregate 40 mm nominal size. Code Description Unit Quantity Rate Amount Detail of cost for 100.00 sqm MATERIALS 0293 Stone aggregate .40 mm nominal size 100sqm x7.50cm= 7.50 cum cum 7.50 650.00 4875.00 2206 Carriage of stone aggregate 40mm nominal cum 7.50 57.83 433.72 size . LABOUR 0114 Beldar Day 2.05 135.25 277.26 0101 Bhisti Day 0.13 138.45 18.00 TOTAL 5603.98 Add 1 % for water charges 56.04 TOTAL 5660.02 Add 15% for contractor’s profit and overheads 849.00 Cost for 100 sqm 6509.02 Cost per sqm 65.09 Say 65.10
- 235. 816 16.75 Providing and laying C.C. pavement of mix M25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately ). Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum MATERIALS Ready mix concrete M 25 = 1.00 cum. i/c placing of concrete, vibrating, leveling etc. (Rate as per item No. 5.37 of SH. R.C.C. cum 1.00 4356.50 4356.50 (A) 9999 Operational charges for vacuum dewatering L.S. 57.20 1.00 57.20 system i/c screed vibration , placing of filter mat, top mat, vacuum process, floating , troweling, Brooming etc. 9999 T& P charges i/c consumable power charges, L.S. 41.60 1.00 41.60 loading , unloading and hire charges of equipments Total 4 455.30 Add for water charges @ 1% on all except on 0.99 (A) Total 4 456.29 Add for contractor’s profit and overheads @ 14.97 15% on all except (A) Cost for 1 cum 4 471.26 Say 4 471.25 16.76 Deduct for using of M 20 grade concrete instead of M-25 grade concrete in C.C. pavement. Code Description Unit Quantity Rate Amount Details of cost for 1.00 cum. Cement for M-25 mix = 0.410 t 0367 Cement for M- 20 mix = 0.383 t Difference tonne 0.027 4500.00 121.50 2209 Carriage of Cement tonne 0.027 47.29 1.28 Plasticizer for M-25 mix = 2.050kg Plasticizer for M- 20 mix= 1.915 kg 7318 Difference = 0.135 kg kilogram 0.135 30.00 4.05 Total 126.83 Add 1% for water charges 1.27 Total 128.10 Add for contractor’s profit and overhead @ 19.22 15% Cost for 1 cum. 147.32 Say 147.30 16.77 Scarifiying the existing bituminous road surface to depth of 50mm and disposal of scarified material withyin all lifts and lead upto 1000 metre (by mechanincal means). Code Description Unit Quantity Rate Amount Details of cost for 100.00 sqm LABOUR 0128 Mate Day 0.01 138.45 1.38 0114 Beldar Day 0.25 135.25 33.81
- 236. 817 Code Description Unit Quantity Rate Amount MACHINERY 0038 Tractor with ripper attachment. per day 0.01 1000.00 10.00 0014 Front end loader Day 0.025 6000.00 150.00 0017 Hire and runining charges of tipper Day 0.02875 1030.00 29.61 TOTAL 224.80 Add for water charges 1% 2.25 total 227.05 Add 15% for contractor’s profit and overhead 34.06 Cost for 100 sqm 261.11 Cost for 1 sqm 2.61 Say 2.60
- 237. 819 SUB HEAD : 17.0 SANITARY INSTALLATIONS
- 238. 821 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. Code Description Unit Quantity Rate Amount Details of cost for one pan MATERIALS 1,954 White Vitreous china Orrisa pattern W.C. pan each 1.00 700.00 700.00 7,358 10 litre low level P.V.C. flushing cistern with each 1.00 570.00 570.00 fitting accessories and flush pipe 1,896 100 mm Sand C.I. ‘P’ or’S’ trap with vent horn each 1.00 260.00 260.00 9,999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9,999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.25 151.50 189.38 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 1.00 135.25 135.25 TOTAL 1,984.20 Add 1 % for water charges 19.84 TOTAL 2,004.04 Add 15% for contractor’s profit and overheads 300.61 Cost for 1 pan 2,304.65 Say 2,304.65 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. Code Description Unit Quantity Rate Amount Details of cost for one pan MATERIALS 7805 Salem Stainless steel AISI - 304 (18/8) Orrisa each 1.00 3,350.00 3,350.00 pattern W.C. pan 724mm X 578mm 7358 10 litre low level P.V.C. flushing cistern with each 1.00 570.00 570.00 fitting accessories and flush pipe 1896 100 mm Sand C.I. ‘P’ or’S trap with vent horn each 1.00 260.00 260.00 9999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.25 151.50 189.38 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 1.00 135.25 135.25 TOTAL 4,634.20 Add 1% for water charges 46.34 TOTAL 4,680.54 Add 15% for contractor’s profit and overheads 702.08 Cost for 1 pan 5,382.62 Say 5,382.60
- 239. 822 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Code Description Unit Quantity Rate Amount Details of cost for one pan MATERIALS 1875 White solid plastic seat and lid with C.P. brass each 1 .00 275.00 275.00 hinges and rubber buffers complete 1955 White vitreous china pedestal type W.C. pan each 1.00 554.00 554.00 7358 10 litre low level C.I. flushing cistern with each 1.00 570.00 570.00 fitting accessories and flush pipe 9999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.25 151.50 189.38 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 1.00 135.25 135.25 TOTAL 1,853.20 Add 1% for water charges 18.53 TOTAL 1,871.73 Add 15% for contractor’s profit and overheads 280.76 Cost for 1 pan 2,152.49 Say 2,152.50 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid Code Description Unit Quantity Rate Amount Details of cost for one pan MATERIALS 1876 Black solid plastic seat and lid with C.P.brass each 1.00 250.00 250.00 hinges and rubber buffers complete 1955 White vitreous china pedestal type W.C. pan each 1.00 554.00 554.00 7358 10 litre low level C.I. flushing cistern with each 1.00 570.00 570.00 fitting accessories and flush pipe 9999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.25 151.50 189.38 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 1.00 135.25 135.25 TOTAL 1,828.20 Add 1% for water charges 18.28 TOTAL 1,846.48 Add 15% for contractor’s profit and overheads 276.97 Cost for 1 pan 2,123.45 Say 2,123.45
- 240. 823 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. Code Description Unit Quantity Rate Amount Details of cost for one pan MATERIALS 1875 White solid plastic seat and lid with C.P. brass each 1.00 275.00 275.00 hinges and rubber buffers complete 1955 White glazed pedestal type W.C. pan each 1.00 554.00 554.00 7006 10 litre white glazed vitreous china low level each 1.00 1,390.00 1,390.00 flushing cistern with fitting and bracket and 40 mm white C.P. flush bend 9999 Overflow arrangement and specials for L.S. 62.79 1.00 62.79 oveflow pipe 1350 Mosquito proof coupling of the approved each 1.00 23.00 23.00 municipal design 9,999 Plugs,screws etc. L.S. 13.52 1.00 13.52 9,999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9,999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9,999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.00 151.50 151.50 0123 Mason 1st class Day 1.00 151.50 151.50 0114 Beldar Day 1.00 135.25 135.25 TOTAL 2,826.50 Add 1% for water charges 28.26 TOTAL 2,854.76 Add 15% for contractor’s profit and overheads 428.21 Cost for 1 pan 3,282.97 Say 3,282.95 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. Code Description Unit Quantity Rate Amount Details of cost for one pan MATERIALS 1876 Black solid plastic seat and lid with C.P. brass each 1.00 250.00 250.00 hinges and rubber buffers complete 1955 Vitreous china pedestal type W.C. pan each 1.00 554.00 554.00 7006 10 litre white vitreous china low level flushing each 1.00 1390.00 1390.00 cistern with fitting and bracket and 40 mm white C.P. flush bend 9999 Overflow arrangement and specials for L.S. 62.79 1.00 62.79 oveflow pipe
- 241. 824 Code Description Unit Quantity Rate Amount 1350 Mosquito proof coupling of the approved each 1.00 23.00 23.00 municipal design 9999 Plugs ,screws etc. L.S. 13.52 1.00 13.52 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.00 151.50 151.50 0123 Mason 1st class Day 1.00 151.50 151.50 0114 Beldar Day 1.00 135.25 135.25 TOTAL 2,801.50 Add 1% for water charges 28.02 TOTAL 2,829.52 Add 15% for contractor’s profit and overheads 424.43 Cost for 1 pan 3,253.95 Say 3,253.95 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1913 Flat back or angular lipped front urinal basin each 1.00 380.00 380.00 of 430x260x350 mm and 340x410x265 mm sizes respectively of white vitreous china 7359 5 litre PVC automatic flushing cistern with each 1.00 430.00 430.00 fitting 7375 Standard size G.I. Flush pipe with brass each 1.00 352.00 352.00 unions and clamps including C.P. brass spreaders 9999 Red lead, white lead and gasket L.S. 13.52 1.00 13.52 9999 Plugs ,screws etc. L.S. 13.52 1.00 13.52 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Painting of fittings etc. L.S. 39.00 1.00 39.00 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 0.88 151.50 133.32 0123 Mason 1st class Day 0.88 151.50 133.32 0114 Beldar Day 1.50 135.25 202.88 TOTAL 1,737.99 Add 1% for water charges 17.38 TOTAL 1,755.37 Add 15% for contractor’s profit and overheads 263.31 Cost for one no 2,018.68 Say 2,018.70
- 242. 825 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1913 Flat back or angular lipped front urinal basin each 2.00 380.00 760.00 of 430x260x350 mm and 340x410x265 mm sizes respectively of white glazed vitreous china 7359 5 litre PVC automatic flushing cistern with each 1.00 430.00 430.00 fitting 7376 Standard size G.I. Flush pipe with brass each 1.00 880.00 880.00 unions and clamps including C.P. brass spreaders 9999 Red lead, white lead and gasket L.S. 20.28 1.00 20.28 9999 Plugs,screws etc. L.S. 20.28 1.00 20.28 9999 Cement, sand and grit etc. L.S. 20.28 1.00 20.28 9999 Painting of fittings etc. L.S. 39.00 1.00 39.00 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.50 151.50 227.25 0123 Mason 1st class Day 1.50 151.50 227.25 0114 Beldar Day 2.00 135.25 270.50 TOTAL 2,921.75 Add 1% for water charges 29.22 TOTAL 2,950.97 Add 15% for contractor’s profit and overheads 442.65 Cost for one no 3,393.62 Say 3,393.60 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.3 Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1913 Flat back or angular lipped front urinal basin each 3.00 380.00 1140.00 of 430x260x350 mm and 340x410x265 mm sizes respectively of white vitreous china 7361 10 litre PVC automatic flushing cistern with each 1.00 465.00 465.00 fitting 7377 Standard size G.I. Flush pipe with brass each 1.00 1070.00 1070.00 unions and clamps including C.P. brass spreaders 9999 Red lead, white lead and gasket L.S. 33.67 1.00 33.67 9999 Plugs ,screws etc. L.S. 33.67 1.00 33.67
- 243. 826 Code Description Unit Quantity Rate Amount 9999 Cement, sand and grit etc. L.S. 33.67 1.00 33.67 9999 Painting of fittings etc. L.S. 39.00 1.00 39.00 9999 Carriage of materials L.S. 40.30 1.00 40.30 LABOUR 0116 Fitter 1st class Day 2.00 151.50 303.00 0123 Mason 1st class Day 2.00 151.50 303.00 0114 Beldar Day 3.00 135.25 405.75 TOTAL 3,867.06 Add 1% for water charges 38.67 TOTAL 3,905.73 Add 15% for contractor’s profit and overheads 585.86 Cost for one no. 4,491.59 Say 4,491.60 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1913 Flat back or angular lipped front urinal basin each 4.00 380.00 1,520.00 of 430x260x350 mm and 340x410x265 mm sizes respectively of white vitreous china 7361 10 litre PVC automatic flushing cistern with each 1.00 465.00 465.00 fitting 7378 Standard size G.I. Flush pipe with brass each 1.00 1 530.00 1,530.00 unions and clamps including C.P. brass spreaders 9999 Red lead, white lead and gasket L.S. 53.82 1.00 53.82 9999 Plugs,screws etc. L.S. 53.82 1.00 53.82 9999 Cement, sand and grit etc. L.S. 53.82 1.00 53.82 9999 Painting of fittings etc. L.S. 39.00 1.00 39.00 9999 Carriage of materials L.S. 53.82 1.00 53.82 LABOUR 0116 Fitter 1st class Day 3.00 151.50 454.50 0123 Mason 1st class Day 3.00 151.50 454.50 0114 Beldar Day 4.00 135.25 541.00 TOTAL 5,219.28 Add 1% for water charges 52.19 TOTAL 5,271.47 Add 15% for contractor’s profit and overheads 790.72 Cost for one no 6,062.19 Say 6,062.20
- 244. 827 17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7379 Half stall urinals of white vitreous china with each 1.00 1224.00 1 224.00 waste fittings 7359 5 litre PVC automatic flushing cistern with each 1.00 430.00 430.00 fitting 1532 Standard size flush pipe with unions, spreaders each 1.00 204.00 204.00 and clamps all in C.P. brass 1891 50 mm diameter standard urinal C.I. Trap with each 1.00 125.00 125.00 vent arm outlet grating other couplings in C.P. brass 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 40.43 1.00 40.43 LABOUR 0116 Fitter 1st class Day 1.75 151.50 265.12 0123 Mason 1st class Day 2.00 151.50 303.00 0114 Beldar Day 4 .00 135.25 541.00 TOTAL 3,203.01 Add 1% for water charges 32.03 TOTAL 3,235.04 Add 15% for contractor’s profit and overheads 485.26 Cost for one no. 3,720.30 Say 3,720.30 17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7379 Two half stall urinals of white vitreous china each 2.00 1,224.00 2,448.00 with waste fittings 7359 5 litre PVC automatic flushing cistern with each 1.00 430.00 430.00 fitting 1533 Standard size flush pipe with unions, spreaders each 1.00 333.00 333.00 and clamps all in C.P. brass 1891 50 mm diameter standard urinal C.I. Trap with each 1.00 125.00 125.00 vent arm outlet grating other couplings in C.P. brass
- 245. 828 Code Description Unit Quantity Rate Amount 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 53.82 1.00 53.82 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 53.82 1.00 53.82 LABOUR 0116 Fitter 1st class Day 2.50 151.50 378.75 0123 Mason 1st class Day 3.00 151.50 454.50 0114 Beldar Day 6.00 135.25 811.50 TOTAL 5,131.94 Add 1% for water charges 51.32 TOTAL 5,183.26 Add 15% for contractor’s profit and overheads 777.49 Cost for one no. 5,960.75 Say 5,960.75 17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7379 Three half stall urinals of white vitreous china each 3.00 1,224.00 3,672.00 with waste fittings 7361 10 litre PVC automatic flushing cistern with each 1.00 465.00 465.00 fitting 1534 Standard size flush pipe with unions, spreaders each 1.00 415.00 415.00 and clamps all in C.P. brass 1893 80 mm diameter standard urinal C.I. Trap with each 1.00 158.00 158.00 vent arm outlet grating other couplings in C.P. brass 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 80.73 1.00 80.73 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 67.21 1.00 67.21 LABOUR 0116 Fitter 1st class Day 3.00 151.50 454.50 0123 Mason 1st class Day 3.50 151.50 530.25 0114 Beldar Day 7.00 135.25 946.75 TOTAL 6,832.99 Add 1% for water charges 68.33 TOTAL 6,901.32 Add 15% for contractor’s profit and overheads 1,035.20 Cost for one no 7,936.52 Say 7,936.50
- 246. 829 17.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7379 Four half stall urinals of white vitreous china each 1.00 1,224.00 4,896.00 with waste fittings 7361 10 litre PVC automatic flushing cistern with each 1.00 465.00 465.00 fitting 1535 Standard size flush pipe with unions, spreaders each 1.00 465.00 465.00 and clamps all in C.P. brass 1893 80 mm diameter standard urinal C.I. Trap with each 1.00 158.00 158.00 vent arm outlet grating other couplings in C.P. brass 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 107.64 1.00 107.64 9999 Painting of fittings etc. L.S. 39.00 1.00 39.00 9999 Carriage of materials L.S. 80.73 1.00 80.73 LABOUR 0116 Fitter 1st class Day 3.50 151.50 530.25 0123 Mason 1st class Day 4.00 151.50 606.00 0114 Beldar Day 8.00 135.25 1,082.00 TOTAL 8,447.17 Add 1% for water charges 84.47 TOTAL 8,531.64 Add 15% for contractor’s profit and overheads 1,279.75 Cost for one no 9,811.39 Say 9,811.40 17.6 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1915 Squatting plate of white glazed vitreous china each 1.00 610.00 610.00 7359 5 litre PVC automatic flushing cistern with each 1.00 430.00 430.00 fitting 1540 G.I. Flush pipe of standard size with spreaders each 1.00 138.00 138.00 fittings 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 26.91 1.00 26.91 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00
- 247. 830 Code Description Unit Quantity Rate Amount 9999 Carriage of materials L.S. 26.91 1.00 26.91 LABOUR 0116 Fitter 1st class Day 1.75 151.50 265.12 0123 Mason 1st class Day 0.75 151.50 113.62 0114 Beldar Day 3.00 135.25 405.75 TOTAL 2,059.86 Add 1% for water charges 20.60 TOTAL 2,080.46 Add 15% for contractor’s profit and overheads 312.07 Cost for one no. 2,392.53 Say 2,392.55 17.6 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1915 Squatting plate of white glazed vitreous china each 2.00 610.00 1,220.00 7359 5 litre PVC automatic flushing cistern with each 1.00 430.00 430.00 fitting 1541 G.I. Flush pipe of standard size with spreaders each 1.00 203.00 203.00 fittings 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 53.82 1.00 53.82 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 33.15 1.00 33.15 LABOUR 0116 Fitter 1st class Day 2.50 151.50 378.75 0123 Mason 1st class Day 1.50 151.50 151.50 0114 Beldar Day 4.00 135.25 541.00 TOTAL 3,054.77 Add 1% for water charges 30.55 TOTAL 3,085.32 Add 15% for contractor’s profit and overheads 462.80 Cost for one no. 3,548.12 Say 3,548.10 17.6 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required :
- 248. 831 17.6.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1915 Squatting plate of white glazed vitreous china each 3.00 610.00 1,830.00 7361 10 litre PVC automatic flushing cistern with each 1.00 465.00 465.00 fitting 1542 G.I. Flush pipe of standard size with spreaders each 1.00 255.00 255.00 fittings 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 80.73 1.00 80.73 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 42.12 1.00 42.12 LABOUR 0116 Fitter 1st class Day 3.00 151.50 454.50 0123 Mason 1st class Day 1.50 151.50 227.25 0114 Beldar Day 5.00 135.25 676.25 TOTAL 4,074.40 Add 1% for water charges 40.74 TOTAL 4,115.14 Add 15% for contractor’s profit and overheads 617.27 Cost for one no. 4,732.41 Say 4,732.40 17.6 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1915 Squatting plate of white glazed vitreous china each 4.00 610.00 2,440.00 7361 10 litre PVC automatic flushing cistern with each 1.00 465.00 465.00 fitting 1543 G.I. Flush pipe of standard size with spreaders each 1.00 320.00 320.00 fittings 9999 Red lead, white lead and gasket L.S. 17.55 1.00 17.55 9999 Cement, sand and grit etc. L.S. 107.64 1.00 107.64 9999 Painting of fittings etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 69.03 1.00 69.03 LABOUR 0116 Fitter 1st class Day 3.50 151.50 530.25 0123 Mason 1st class Day 1.75 151.50 265.12 0114 Beldar Day 5.50 135.25 743.88 TOTAL 4,984.47 Add 1% for water charges 49.84 TOTAL 5,034.31 Add 15% for contractor’s profit and overheads 755.15 Cost for one no. 5,789.46 Say 5,789.45
- 249. 832 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1947 630x450 mm flat back wash basin of white each 1.00 585.00 585.00 vitreous china 1885 15 mm C.P. brass piller taps each 2.00 103.00 206.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.33 151.50 50.00 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.67 135.25 90.62 TOTAL 1,147.56 Add 1% for water charges 11.48 TOTAL 1,159.04 Add 15% for contractor’s profit and overheads 173.86 Cost for one no 1,332.90 Say 1,332.90 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1947 630x450 mm flat back wash basin of white each 1.00 585.00 585.00 vitreous china 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 1,034.60 Add 1 % for water charges 10.35
- 250. 833 Code Description Unit Quantity Rate Amount TOTAL 1,044.95 Add 15% for contractor’s profit and overheads 156.74 Cost for one no. 1,201.69 Say 1,201.70 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3229 550x400 mm flat back wash basin of white each 1.00 450.00 450.00 vitreous china 1885 15 mm C.P. brass piller taps each 2.00 103.00 206.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.33 151.50 50.00 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.67 135.25 90.62 TOTAL 1,012.56 Add 1% for water charges 10.13 TOTAL 1,022.69 Add 15% for contractor’s profit and overheads 153.40 Cost for one no. 1,176.09 Say 1,176.10 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3229 550x400 mm flat back wash basin of white each 1.00 450.00 450.00 vitreous china 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52
- 251. 834 Code Description Unit Quantity Rate Amount LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 899.60 Add 1% for water charges 9.00 TOTAL 908.60 Add 15% for contractor’s profit and overheads 136.29 Cost for one no. 1,044.89 Say 1,044.90 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1949 600x480 mm angle back wash basin of white each 1.00 540.00 540.00 vitreous china 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 989.60 Add 1% for water charges 9.90 TOTAL 999.50 Add 15% for contractor’s profit and overheads 149.93 Cost for one no. 1,149.43 Say 1,149.45 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :
- 252. 835 17.7.6 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1950 400x400 mm angle back wash basin of white each 1.00 347.00 347.00 vitreous china 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 796.60 Add 1% for water charges 7.97 TOTAL 804.57 Add 15% for contractor’s profit and overheads 120.69 Cost for one no. 925.26 Say 925.25 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7004 450x300 mm angle back wash basin of white each 1.00 360.00 360.00 vitreous china 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 809.60 Add 1% for water charges 8.10 TOTAL 817.70 Add 15% for contractor’s profit and overheads 122.66 Cost for one no 940.36 Say 940.35
- 253. 836 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of L5 mm C.P. brass pillar taps with elbow operated levers. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3213 660x460 mm Surgeon type wash basin of each 1.00 810.00 810.00 white vitreous china 7363 15 mm C.P. brass piller taps (elbow operated each 2.00 396.00 792.00 lever) 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.33 151.50 50.00 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.67 135.25 90.62 TOTAL 1,958.56 Add 1% for water charges 19.59 TOTAL 1,978.15 Add 15% for contractor’s profit and overheads 296.72 Cost for one no. 2,274.87 Say 2,274.85 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3213 660x460 mm Surgeon type wash basin of each 1.00 810.00 810.00 white vitreous china 7363 15 mm C.P. brass piller taps (elbow operated each 1.00 396.00 396.00 lever) 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 1,552.60 Add 1% for water charges 15.53
- 254. 837 Code Description Unit Quantity Rate Amount TOTAL 1,568.13 Add 15% for contractor’s profit and overheads 235.22 Cost for one no. 1,803.35 Say 1,803.35 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.10 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7806 Salem Stainless steel AISI - 304 (18/8) Round each 1.00 1,500.00 1,500.00 basin 405mm X 355mm 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 1,949.60 Add 1% for water charges 19.50 TOTAL 1,969.10 Add 15% for contractor’s profit and overheads 295.36 Cost for one no. 2,264.46 Say 2,264.45 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.7.11 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7807 Salem Stainless steel AISI - 304 (18/8) Wash each 1.00 1,350.00 1,350.00 basin 530mm X 345mm 1885 15 mm C.P. brass piller taps each 1.00 103.00 103.00 1951 32 mm diameter C.P. brass waste of standard each 1.00 48.00 48.00 pattern 1309 C.I./M.S. brackets pair 1.00 48.00 48.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting of brackets, fittings etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52
- 255. 838 Code Description Unit Quantity Rate Amount LABOUR 0116 Fitter 1st class Day 0.30 151.50 45.45 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.63 135.25 85.21 TOTAL 1,799.60 Add 1% for water charges 18.00 TOTAL 1,817.60 Add 15% for contractor’s profit and overheads 272.64 Cost for one no. 2,090.24 Say 2,090.25 17.8 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. Code Description Unit Quantity Rate Amount Details of cost for one pedestal MATERIALS 1396 White vitreous china pededstal each 1.00 527.00 527.00 9999 White cement mortar L.S. 40.30 1.00 40.30 9999 Carriage of materials and fixing charges L.S. 40.43 1.00 40.43 TOTAL 607.73 Add 1% for water charges 6.08 TOTAL 613.81 Add 15% for contractor’s profit and overheads 92.07 Cost for one no. 705.88 Say 705.90 17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : 17.9.1 White glazed fire clay kitchen sink of size 600x450x250 mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1863 White glazed fire clay kitchen sink of size each 1.00 1,192.00 1,192.00 600x450x250 mm 1309 C.I. Bracket pair 1.00 48.00 48.00 1315 C.P. brass chain with 40 mm rubber plug each 1.00 22.00 22.00 1952 40 mm C.P. brass waste each 1.00 53.00 53.00 9999 Red lead, white lead and gasket L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting brackets etc. L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.56 135.25 75.74 TOTAL 1,544.01 Add 1% for water charges 15.44 TOTAL 1,559.45 Add 15% for contractor’s profit and overheads 233.92 Cost for one no. 1,793.37 Say 1,793.35
- 256. 839 17.10 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 17.10.1 Kitchen sink with drain board 17.10.1.1 510x1040 mm bowl depth 250mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7095 Stainless steel kitchen sink - with drain board each 1.00 4900.00 4,900.00 bowl depth 250 mm. 1309 C.I. Brackets pair 2.00 48.00 96.00 9999 Cement, sand and grit etc. L.S. 27.04 1.00 27.04 9999 Painting brackets L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.60 151.50 90.90 0114 Beldar Day 0.82 135.25 110.90 TOTAL 5,298.60 Add 1% for water charges 52.99 TOTAL 5,351.59 Add 15% for contractor’s profit and overheads 802.74 Cost for one no 6,154.33 Say 6,154.35 17.10 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 17.10.1 Kitchen sink with drain board 17.10.1.2 510x1040 mm bowl depth 225mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7096 Stainlees steel kitchen sink - with drain board each 1.00 4,600.00 4,600.00 510 x 1040mm bowl depth 225 mm. 1309 C.I. Brackets pair 2.00 48.00 96.00 9999 Cement, sand and grit etc. L.S. 27.04 1.00 27.04 9999 Painting brackets L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.60 151.50 90.90 0114 Beldar Day 0.82 135.25 110.90 TOTAL 4,998.60 Add 1% for water charges 49.99 TOTAL 5,048.59 Add 15% for contractor’s profit and overheads 757.29 Cost for one no 5,805.88 Say 5,805.90
- 257. 840 17.10 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board 17.10.1.3 510x1040 mm bowl depth 200mm. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7097 Stainlees steel kitchen sink - with drain board each 1.00 4,100.00 4,100.00 510 x 1040mm bowl depth 200 mm. 1309 C.I. Brackets pair 2.00 48.00 96.00 9999 Cement, sand and grit etc. L.S. 27.04 1.00 27.04 9999 Painting brackets L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.60 151.50 90.90 0114 Beldar Day 0.82 135.25 110.90 TOTAL 4,498.60 Add 1% for water charges 44.99 TOTAL 4,543.59 Add 15% for contractor’s profit and overheads 681.54 Cost for one no 5,225.13 Say 5,225.15 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 17.10.1 Kitchen sink with drain board 17.10.1.4 510x1040 mm bowl depth 178mm. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7,098 Stainless steel kitchen sink - with drain board each 1.00 2,600.00 2,600.00 510xl040mm bowl depth 178 mm 1,309 C.I. Brackets pair 2.00 48.00 96.00 9,999 Cement, sand and grit etc. L.S. 27.04 1.00 27.04 9,999 Painting brackets L.S. 26.91 1.00 26.91 9,999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.60 151.50 90.90 0114 Beldar Day 0.82 135.25 110.90 TOTAL 2,998.60 Add 1% for water charges 29.99 TOTAL 3,028.59 Add 15% for contractor’s profit and overheads 454.29 Cost for one no 3,482.88 Say 3,482.90
- 258. 841 17.10 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 17.10.2.1 610x510 mm bowl depth 200 mm. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7101 Stainless steel kitchen sink - without drain each 1.00 2,700.00 2,700.00 board 610x510mm bowl depth 200 mm 1309 C.I. Brackets pair 1.00 48.00 48.00 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Painting brackets L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.56 135.25 75.74 TOTAL 2,961.02 Add 1% for water charges 29.61 TOTAL 2,990.63 Add 15% for contractor’s profit and overheads 448.59 Cost for one no 3,439.22 Say 3,439.20 17.10 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required: 17.10.2 Kitchen sink without drain board 17.10.2.2 610x460 mm bowl depth 200 mm. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7102 Stainless steel kitchen sink - without drain each 1.00 2,500.00 2,500.00 board 610x460mm bowl depth 178 mm 1309 C.I. Brackets pair 1.00 48.00 48.00 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Painting brackets L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.56 135.25 75.74 TOTAL 2,761.02 Add 1% for water charges 27.61 TOTAL 2,788.63 Add 15% for contractor’s profit and overheads 418.29 Cost for one no 3,206.92 Say 3,206.90
- 259. 842 17.10 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.2 Kitchen sink without drain board 17.10.2.3 470x420 mm bowl depth 178 mm. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7103 Stainless steel kitchen sink - without drain each 1.00 1,600.00 1,600.00 board 470x420mm bowl depth 178 mm 1309 C.I. Brackets pair 1.00 48.00 48.00 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Painting brackets L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.56 135.25 75.74 TOTAL 1,861.02 Add 1% for water charges 18.61 TOTAL 1,879.63 Add 15% for contractor’s profit and overheads 281.94 Cost for one no 2,161.57 Say 2,161.55 17.11 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : 17.11.1 Size 450x300x150mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1871 White vitreous china laboratory sink of size each 1.00 664.00 664.00 450x300x150 mm 1309 C.I. bracket for wash basin and sinks pair 1.00 48.00 48.00 1315 C.P. brass chain with 40 mm rubber plug each 1.00 22.00 22.00 1952 C.P. brass waste 40 mm each 1.00 53.00 53.00 1895 40 mm C.P. brass trap each 1.00 99.00 99.00 3617 40 mm C.P. brass union each 1.00 130.00 130.00 9999 Red lead, white lead and gaskit L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Sundries L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.56 135.25 75.74 TOTAL 1,245.01 Add 1% for water charges 12.45 TOTAL 1,257.46 Add 15% for contractor’s profit and overheads 188.62 Cost for 1 no. 1,446.08 Say 1,446.10
- 260. 843 17.11 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : 17.11.2 Size 600x450x200mm Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 1872 White vitreous china laboratory sink of size each 1.00 1,400.00 1,400.00 600x450x200 mm 1309 C.I. bracket for wash basin and sinks pair 1.00 48.00 48.00 1315 C.P. brass chain with 40 mm rubber plug each 1.00 22.00 22.00 1952 C.P. brass waste 40 mm each 1.00 53.00 53.00 1895 40mm C.P. brass trap each 1.00 99.00 99.00 3617 C.P. brass union, 40mm dia each 1.00 130.00 130.00 9999 Red lead, white lead and gaskit L.S. 16.12 1.00 16.12 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Sundries L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.22 151.50 33.33 0123 Mason 1st class Day 0.33 151.50 50.00 0114 Beldar Day 0.56 135.25 75.74 TOTAL 1,981.01 Add 1% for water charges 19.81 TOTAL 2,000.82 Add 15% for contractor’s profit and overheads 300.12 Cost for 1 no 2,300.94 Say 2,300.95 17.12 Providing and fixing draining board with C.I. brackets including painting of brackets, cutting and making good the walls wherever required : 17.12.1 White glazed fire clay draining board of size 600x450x25mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7364 White glazed fire clay draining board of size each 1.00 390.00 390.00 600x450x25 mm 1309 C.I./M.S. Brackets pair 1.00 48.00 48.00 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Painting brackets etc. L.S. 26.00 1.00 26.00 9999 Carriage of materials L.S. 7.80 1.00 7.80 LABOUR 0116 Fitter 1st class Day 0.06 151.50 9.09 0123 Mason 1st class Day 0.17 151.50 25.76 0114 Beldar Day 0.22 135.25 29.76 TOTAL 549.80 Add 1% for water charges 5.50 TOTAL 555.30 Add 15% for contractor’s profit and overheads 83.30 Cost for 1 no. 638.60 Say 638.60
- 261. 844 17.13 Providing and fixing white vitreous china water closet squatting pan (Indian type) 17.13.1 Long pattern W.C. pan of size 580 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1953 White glazed vitreous china long pan pattern each 1.00 290.00 290.00 squatting pan size 580 mm 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 460.28 Add 1% for water charges 4.60 TOTAL 464.88 Add 15% for contractor’s profit and overheads 69.73 Cost for 1 no. 534.61 Say 534.60 17.13 Providing and fixing white vitreous china water closet squatting pan (Indian type) 17.13.2 Orissa pattern W.C. pan of size 580x440 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1954 White glazed vitreous china Orissa pattern each 1.00 700.00 700.00 squatting pan size 580 mm 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 870.28 Add 1% for water charges 8.70 TOTAL 878.98 Add 15% for contractor’s profit and overheads 131.85 Cost for 1 no. 1010.83 Say 1010.85 17.14 Extra for using coloured W.C. pan instead of white W.C. pan 17.14.1 Orissa pattern W.C. pan 580x440 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7104 Coloured Orissa patern W.C. pan each 1.00 1043.00 1043.00 1954 White Orissa patern W.C. pan 580x440 mm each 1.00 700.00 -700.00 Difference of cost 343.00 Add 1% for water charges 3.43 TOTAL 346.43 Add 15% for contractor’s profit and overheads 51.96 Cost for 1 no. 398.39 Say 398.40
- 262. 845 17.15 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1955 White vitreous china pedestal type W.C. pan each 1.00 554.00 554.00 9999 Cement, sand and grit etc. L.S. 13.39 1.00 13.39 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 724.28 Add 1% for water charges 7.24 TOTAL 731.52 Add 15% for contractor’s profit and overheads 109.73 Cost for 1 no. 841.25 Say 841.25 17.16 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7105 Coloured (European type) W.C. pan each 1.00 865.00 865.00 1955 White (European type) W.C. pan each 1.00 554.00 -554.00 7106 Coloured low level cistern each 1.00 1 268.00 1268.00 7005 White vitreous china low level flushing cistern each 1.00 824.00 -824.00 10 litre capacity Difference of cost 755.00 Add 1% for water charges 7.55 TOTAL 762.55 Add 15% for contractor’s profit and overheads 114.38 Cost for 1 no 876.93 Say 876.95 17.17 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.17.1 250x130x30 mm Code Description Unit Quantity Rate Amount Details of cost for one pair MATERIALS 1363 White vitreous china foot rest of standard pair 1.00 79.00 79.00 pattern for squatting pan W.C. 9999 Cement, sand including carriage of materials L.S. 8.06 1.00 8.06 LABOUR 0123 Mason 1st class Day 0.06 151.50 9.09 TOTAL 96.15 Add 1% for water charges 0.96 TOTAL 97.11 Add 15% for contractor’s profit and overheads 14.57 Cost for 1 pair 111.68 Say 111.70
- 263. 846 17.17 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.17.2 250x125x25 mm Code Description Unit Quantity Rate Amount Details of cost for one pair MATERIALS 1970 White glazed vitreous china foot rest of pair 1.00 80.00 80.00 standard pattern for squatting pan W.C. 9999 Cement, sand including carriage of materials L.S. 8.06 1.00 8.06 LABOUR 0123 Mason lstclass Day 0.06 151.50 9.09 TOTAL 97.15 Add 1% for water charges 0.97 TOTAL 98.12 Add 15% for contractor’s profit and overheads 14.72 Cost for 1 pair 112.84 Say 112.85 17.18 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 17.18.1 10 litre capacity-White Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7358 Flushing Cistern P.V.C. 10 Its capacity (low each 1.00 570.00 570.00 level) (White) (with fittings, accessories and flush pipe) 9999 Carriage of materials L.S. 5.2 1.00 5.20 LABOUR (Considering 1 fitter and 1 beldar can fix 8 cistern in one day) 0116 Fitter 1st class Day 0.125 151.50 18.94 0114 Beldar Day 0.125 135.25 16.91 TOTAL 611.05 Add 1% for water charges 6.11 TOTAL 617.16 Add 15% for contractor’s profit and overheads 92.57 Cost for 1 cistern 709.73 Say 709.75 17.18 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 17.18.2 10 litre capacity-coloured Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7123 Controlled flush cistern with accessories each 1.00 632.00 632.00 9999 Carriage of materials L.S. 7.02 1.00 7.02 LABOUR (Considering 1 fitter and 1 beldar can fix 8 cistern in one day) 0116 Fitter 1 st class Day 0.125 151.50 18.94 0114 Beldar Day 0.125 135.25 16.91
- 264. 847 Code Description Unit Quantity Rate Amount TOTAL 674.87 Add 1% for water charges 6.75 TOTAL 681.62 Add 15% for contractor’s profit and overheads 102.24 Cost for 1 cistern 783.86 Say 783.85 17.19 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 17.19.1 10 litre (full flush) capacity-white Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7126 Controlled flush cistern with accessories each 1.00 858.00 858.00 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 1,014.89 Add 1% for water charges 10.15 TOTAL 1,025.04 Add 15% for contractor’s profit and overheads 153.76 Cost for 1 cistern 1,178.80 Say 1,178.80 17.19 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete. 17.19.2 10 litre (full flush) capacity-coloured Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7127 Controlled flush cistern with accessories each 1.00 1277.00 1,277.00 9999 Carriage of materials L.S. 13.52 1.00 13.52 LABOUR 0116 Fitter 1 st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 1,433.89 Add 1% for water charges 14.34 TOTAL 1,448.23 Add 15% for contractor’s profit and overheads 217.23 Cost for 1 cistern 1,665.46 Say 1,665.45 17.20 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.20.1 White solid plastic seat with lid Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1875 White solid plastic seat and lid with C.P. brass each 1.00 275.00 275.00 hinges and rubber buffers complete
- 265. 848 Code Description Unit Quantity Rate Amount 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 TOTAL 288.39 Add 1% for water charges 2.88 TOTAL 291.27 Add 15% for contractor’s profit and overheads 43.69 Cost for 1 no. 334.96 Say 334.95 17.20 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.20.2 Black solid plastic seat with lid Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1876 Black solid plastic seat and lid with C.P. brass each 1.00 250.00 250.00 hinges and rubber buffers complete 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 TOTAL 263.39 Add 1% for water charges 2.63 TOTAL 266.02 Add 15% for contractor’s profit and overheads 39.90 Cost for 1 no. 305.92 Say 305.90 17.21 Extra for providing coloured other than black solid P.V.C. plastic seat and cover in European type W.C. pan, instead of white plastic seat and cover. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7107 Coloured P.V.C. plastic seat and lid each 1.00 380.00 380.00 1875 White P.V.C. plastic seat and lid each 1.00 275.00 -275.00 Difference of cost 105.00 Add 1% for water charges 1.05 TOTAL 106.05 Add 15% for contractor’s profit and overheads 15.91 Cost for 1 no. 121.96 Say 121.95 17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1614 G.I. Inlet connection each 1.00 50.00 50.00 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 TOTAL 63.39 Add 1% for water charges 0.63 TOTAL 64.02 Add 15% for contractor’s profit and overheads 9.60 Cost for 1 no 73.62 Say 73.60
- 266. 849 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1913 Flat back or wall corner type lipped front each 1.00 380.00 380.00 urinal basin 430x260x350 mm and 340x410x260 mm respectively of white vitreous china 9999 Carriage of materials L.S. 9.49 1.00 9.49 LABOUR 0116 Fitter 1st class Day 0.38 151.50 57.57 0114 Beldar Day 0.38 135.25 51.40 TOTAL 498.46 Add 1% for water charges 4.98 TOTAL 503.44 Add 15% for contractor’s profit and overheads 75.52 Cost for 1 no. 578.96 Say 578.95 17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1915 Squatting plate urinal of white vitreous china each 1.00 610.00 610.00 with integral longitudinal flush pipe 9999 Cement, sand and grit etc. L.S. 10.79 1.00 10.79 9999 Carriage of materials L.S. 13.39 1.00 13.39 LABOUR 0116 Fitter 1st class Day 0.50 151.50 75.75 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 1.00 135.25 135.25 TOTAL 920.93 Add 1% for water charges 9.21 TOTAL 930.14 Add 15% for contractor’s profit and overheads 139.52 Cost for 1 no. 1,069.66 Say 1,069.65 17.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: 17.25.1 Flat back wash basin of size 630x450mm. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 1947 White vitreous china flat back wash basin each 1.00 585.00 585.00 630x450 mm 9999 Fixing charges L.S. 53.82 1.00 53.82 9999 Carriage of materials L.S. 9.49 1.00 9.49 TOTAL 648.31 Add 1% for water charges 6.48 TOTAL 654.79
- 267. 850 Code Description Unit Quantity Rate Amount Add 15% for contractor’s profit and overheads 98.22 Cost for 1 no 753.01 Say 753.00 17.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.25.2 Flat back wash basin of size 550x400mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3229 White vitreous china flat back wash basin each 1.00 450.00 450.00 550x400 mm 9999 Fixing charges L.S. 53.82 1.00 53.82 9999 Carriage of materials L.S. 9.49 1.00 9.49 TOTAL 513.31 Add 1% for water charges 5.13 TOTAL 518.44 Add 15% for contractor’s profit and overheads 77.77 Cost for 1 no. 596.21 Say 596.20 17.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:- 17.25.3 Angle back wash basin of size 600x480mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1949 White vitreous china angle flat back wash each 1.00 540.00 540.00 basin 600x480 mm 9999 Fixing charges L.S. 53.82 1.00 53.82 9999 Carriage of materials L.S. 9.49 1.00 9.49 TOTAL 603.31 Add 1% for water charges 6.03 TOTAL 609.34 Add 15% for contractor’s profit and overheads 91.40 Cost for 1 no 700.74 Say 700.75 17.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: 17.25.4 Angle back wash basin of size 400x400mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1950 White vitreous china angle flat back wash each 1.00 347.00 347.00 basin 400x400 mm 9999 Fixing charges L.S. 53.82 1.00 53.82 9999 Carriage of materials L.S. 9.49 1.00 9.49
- 268. 851 Code Description Unit Quantity Rate Amount TOTAL 410.31 Add 1% for water charges 4.10 TOTAL 414.41 Add 15% for contractor’s profit and overheads 62.16 Cost for 1 no. 476.57 Say 476.55 17.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: 17.25.5 Flat back wash basin of size 450x300mm. Code Description Unit Quantity Rate Amount Details of cost for one no, MATERIALS 7004 White vitreous china flat back wash basin each 1.00 360.00 360.00 450x300 mm 9999 Fixing charges L.S. 53.82 1.00 53.82 9999 Carriage of materials L.S. 9.49 1.00 9.49 TOTAL 423.31 Add 1% for water charges 4.23 TOTAL 427.54 Add 15% for contractor’s profit and overheads 64.13 Cost for 1 no 491.67 Sav 491.65 17.25 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings: 17.25.6 Surgeon type wash basin of size 660x460mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3213 White vitreous china surgeon type back wash each 1.00 810.00 810.00 basin 660x460 mm 9999 Fixing charges L.S. 53.82 1.00 53.82 9999 Carriage of materials L.S. 9.49 1.00 9.49 TOTAL 873.31 Add 1% for water charges 8.73 TOTAL 882.04 Add 15% for contractor’s profit and overheads 132.31 Cost for 1 no. 1,014.35 Say 1,014.35 17.26 Providing and fixing kitchen sink including making all connections excluding cost of fittings. 17.26.1 White glazed fire clay sink of size 600x450x250mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1863 White glazed fire clay sink of size each 1.00 1,192.00 1,192.00 600x450x250 mm 9999 Fixing charges L.S. 40.43 1.00 40.43 9999 Carriage of materials L.S. 10.79 1.00 10.79 TOTAL 1,243.22
- 269. 852 Code Description Unit Quantity Rate Amount Add 1% for water charges 12.43 TOTAL 1,255.65 Add 15% for contractor’s profit and overheads 188.35 Cost for 1 no. 1,444.00 Say 1,444.00 17.27 Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.27.1 Size 450x300x150 mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1871 Laboratory sink of size 450x300x150 mm each 1.00 664.00 664.00 9999 Fixing charges L.S. 40.43 1.00 40.43 9999 Carriage of materials L.S. 10.79 1.00 10.79 TOTAL 715.22 Add 1% for water charges 7.15 TOTAL 722.37 Add 15% for contractor’s profit and overheads 108.36 Cost for 1 no. 830.73 Say 830.75 17.27 Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.27.2 Size 600x450x200 mm. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1872 Laboratory sink of size 600x450x200 mm each 1.00 1,400.00 1,400.00 9999 Fixing charges L.S. 40.43 1.00 40.43 9999 Carriage of materials L.S. 10.79 1.00 10.79 TOTAL 1,451.22 Add 1% for water charges 14.51 TOTAL 1,465.73 Add 15% for contractor’s profit and overheads 219.86 Cost for 1 no. 1,685.59 Say 1,685.60 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 17.28.1.1 32mmdia Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7117 Semi rigid P.V.C. waste pipe with waste each 1.00 16.00 16.00 fittings 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 36.28
- 270. 853 Code Description Unit Quantity Rate Amount Add 1% for water charges 0.36 TOTAL 36.64 Add 15% for contractor’s profit and overheads 5.50 Cost for 1 no. 42.14 Say 42.15 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 17.28.1.2 40mmdia Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7118 Semi rigid P.V.C. waste pipe with waste each 1.00 21.00 21.00 fittings 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 41.28 Add 1% for water charges 0.41 TOTAL 41.69 Add 15% for contractor’s profit and overheads 6.25 Cost for 1 no. 47.94 Say 47.95 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 17.28.2.1 32mm dia Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7119 Flexible pipe (coil type) with waste fittings each 1.00 20.00 20.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 40.28 Add 1% for water charges 0.40 TOTAL 40.68 Add 15% for contractor’s profit and overheads 6.10 Cost for 1 no. 46.78 Say 46.80
- 271. 854 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 17.28.2.2 40mmdia Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 7120 Flexible pipe (coil type) with waste fittings each 1.00 22.00 22.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 42.28 Add 1% for water charges 0.42 TOTAL 42.70 Add 15% for contractor’s profit and overheads 6.40 Cost for 1 no 49.10 Say 49.10 17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 1369 100 mm S.C.I. Grating for gully or Nahani trap each 1.00 10.00 10.00 9999 Carriage of materials and fixing charges L.S. 4.16 1.00 4.16 TOTAL 14.16 Add 1% for water charges 0.14 TOTAL 14.30 Add 15% for contractor’s profit and overheads 2.14 Cost for 1 no 16.44 Say 16.45 17.30 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. Code Description Unit Quantity Rate Amount Details of cost for one no MATERIALS 1350 Mosquito proof coupling of the approved each 1.00 23.00 23.00 municipal design 9999 Carriage of materials and fixing charges L.S. 1.82 1.00 1.82 TOTAL 24.82 Add 1% for water charges 0.25 TOTAL 25.07 Add 15% for contractor’s profit and overheads 3.76 Cost for 1 no 28.83 Say 28.85 17.31 Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Code Description Unit Quantity Rate Amount Details of cost of one no. MATERIALS 1392 Mirror of superior make glass each 1.00 249.00 249.00 7116 600x450 mm 6 mm thick hard board sqm 0.27 151.00 40.77 (A) Wooden cleats (Rate same as item no. 9.32 of SH: each 4.00 10.15 40.60 Wood work)
- 272. 855 Code Description Unit Quantity Rate Amount 0588 25 mm C.P.brass screw, and washers 100 Nos 4.00 83.00 3.32 9999 Carriage of materials L.S. 4.16 1.00 4.16 9999 Sundries L.S. 1.43 1.00 1.43 LABOUR 0112 Carpenter II class Day 0.33 141.60 46.73 0114 Beldar Day 0.33 135.25 44.63 TOTAL 430.64 Add 1% for water charges on all except ‘A’ 3.90 TOTAL 434.54 Add 15% for contractor’s profit and overheads 59.09 on all except ‘A’ Cost of one no. 493.63 Say 493.65 17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.1 Circular shape 450mm dia. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7112 Mirror 450 mm dia with plastic moulded each 1.00 370.00 370.00 frame Hard board 0.45x0.45 = 0.2025 sqm Add wastage @ 10% = 0.0203 sqm 7116 = 0.2228 sqm say 0.22sqm sqm 0.22 151.00 33.22 7048 Raw plug 40 to 50 mm each 2.00 7.00 14.00 0588 C.P. bras screws and washers 100 Nos 2.00 83.00 1.66 9999 Sundries L.S. 1.43 1.00 1.43 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter II class Day 0.33 141.60 46.73 0114 Beldar Day 0.33 135.25 44.63 TOTAL 515.83 Add 1% for water charges 5.16 TOTAL 520.99 Add 15% for contractor’s profit and overheads 78.15 Cost of one no. 599.14 Say 599.15 17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.2 Rectangular shape 453x357mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7113 Mirror 453x357 mm dia with plastic moulded each 1.00 245.00 245.00 frame Hard board 0.453x0.357 = 0.1617 sqm
- 273. 856 Code Description Unit Quantity Rate Amount Add wastage @ 10% = 0.0162 sqm 7116 = 0.1779 sqm say 0.18 sqm sqm 0.18 151.00 27.18 7048 Raw plug 40 to 50 mm each 4.00 7.00 28.00 0588 C.P. bras screws 25 mm and washers 100 Nos 4.00 83.00 3.32 9999 Sundries L.S. 1.43 1.00 1.43 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter II class Day 0.33 141.60 46.73 0114 Beldar Day 0.33 135.25 44.63 TOTAL 400.45 Add 1% for water charges 4.00 TOTAL 404.45 Add 15% for contractor’s profit and overheads 60.67 Cost of one no. 465.12 Say 465.10 17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350mm (outer dimensions) Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7114 Oval shape mirror 450x350 mm (outer each 1.00 280.00 280.00 dimensions) Hard board 0.45x0.35=0.1575 sqm Add wastage @ 10% = 0.0158 sqm 7116 = 0.1733 sqm say 0.17 sqm sqm 0.17 151.00 25.67 7048 Raw plug 40 to 50 mm each 4.00 7.00 28.00 0588 C.P. bras screws 25 mm and washers 100 Nos 4.00 83.00 3.32 9999 Sundries L.S. 1.43 1.00 1.43 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter II class Day 0.33 141.60 46.73 0114 Beldar Day 0.33 135.25 44.63 TOTAL 433.94 Add 1% for water charges 4.34 TOTAL 438.28 Add 15% for contractor’s profit and overheads 65.74 Cost of one no. 504.02 Say 504.00 17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.4 Rectangular shape 1500x450 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7115 Mirror 1500x450 mm dia with plastic moulded each 1.00 635.00 635.00 frame Hard board 1.50x0.45 = 0.675 sqm Add wastage @ 10% = 0.0675 sqm
- 274. 857 Code Description Unit Quantity Rate Amount 7116 = 0.7425 sqm say 0.74sqm sqm 0.74 151.00 111.74 7048 Raw plug 40 to 50 mm each 6.00 7.00 42.00 0588 C.P. bras screws and washers 100 Nos 6.00 83.00 4.98 9999 Sundries L.S. 1.43 1.00 1.43 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter II class Day 0.33 141.60 46.73 0114 Beldar Day 0.33 135.25 44.63 TOTAL 890.67 Add 1% for water charges 8.91 TOTAL 899.58 Add 15% for contractor’s profit and overheads 134.94 Cost of one no. 1,034.52 Say 1,034.50 17.33 Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3228 600x120x5 mm glass shelf with anodised each 1.00 95.00 95.00 aluminium angle frame C.P. brass brackets & guard rail of standard size 7048 Raw plugs each 2.00 7.00 14.00 0586 40 mm C.P. brass screws 100 Nos 4.00 150.00 6.00 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter II class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 TOTAL 188.37 Add 1% for water charges 1.88 TOTAL 190.25 Add 15% for contractor’s profit and overheads 28.54 Cost of one no. 218.79 Say 218.80 17.34 Providing and fixing toilet paper holder : 17.34.1 C.P. brass Code Description Unit Quantity Rate Amount Details of cost of one no. MATERIALS 1889 C.P. brass toilet holder of standard size each 1.00 70.00 70.00 (A) Wooden cleats (Rate same as item no. 9.32 of SH: Wood each 2.00 10.15 20.30 (A) work) 0588 25 mm C.P.brass screw 100 Nos 2.00 83.00 1.66 9999 Carriage of materials L.S. 4.29 1.00 4.29 LABOUR 0112 Carpenter II class Day 0.12 141.60 16.99 0114 Beldar Day 0.12 135.25 16.23 TOTAL 129.47
- 275. 858 Code Description Unit Quantity Rate Amount Add 1% for water charges on all except ‘A’ 1.09 TOTAL 130.56 Add 15% for contractor’s profit and overheads 16.54 on all except ‘A’ Cost of one no. 147.10 Say 147.10 17.34 Providing and fixing toilet paper holder: 17.34.2 Vitreous china Code Description Unit Quantity Rate Amount Details of cost of one no. MATERIALS 3749 Vitreous china toilet holder of standard size each 1.00 89.00 89.00 (A) Wooden cleats (Rate same as item no. 9.32 of SH: Wood each 2.00 10.15 20.30 work) 0588 25 mm C.P.brass screw 100 Nos 6.00 83.00 4.98 9999 Carriage of materials L.S. 4.29 1.00 4.29 LABOUR 0112 Carpenter II class Day 0.12 141.60 16.99 0114 Beldar Day 0.12 135.25 16.23 TOTAL 151.79 Add 1% for water charges on all except ‘A’ 1.31 TOTAL 153.10 Add 15% for contractor’s profit and overheads 19.92 on all except ‘A’ Cost of one no. 173.02 Say 173.00 17.35 Providing and fixing soil, waste and vent pipes: 17.35.1 100 mm dia. 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. Code Description Unit Quantity Rate Amount Details of cost for 17.37 m (1.8mx10)-(9x0.07m) = 17.37 m MATERIALS 1617 100 mm sand cast iron pipe single socket each 10.50 610.00 6 405.00 (1.80 m long) including 5% allowance for wastage 9999 Scaffolding L.S. 80.73 1.00 80.73 9999 Carriage of materials L.S. 53.82 1.00 53.82 LABOUR 0116 Fitter 1st class Day 0.42 151.50 63.63 0100 Bandhani Day 0.21 138.45 29.07 0114 Beldar Day 0.83 135.25 112.26 TOTAL 6 744.51 Add 1% for water charges 67.45 TOTAL 6 811.96 Add 15% for contractor’s profit and overheads 1 021.79 Cost for 17.37 m 7 833.75 Cost per metre 450.99 Say 451.00
- 276. 859 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia. 17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. Code Description Unit Quantity Rate Amount Details of cost for 16.87 m (1.75mx10)-(9x0.07m) = 16.87 m MATERIALS 3620 100 mm centrifugally cast (spun) iron S&S each 10.50 978.00 10,269.00 pipes (1.750 m long) including 5% allowance for wastage 9999 Scaffolding L.S. 80.73 1.00 80.73 9999 Carriage of materials L.S. 53.82 1.00 53.82 LABOUR 0116 Fitter 1st class Day 0.42 151.50 63.63 0100 Bandhani Day 0.21 138.45 29.07 0114 Beldar Day 0.83 135.25 112.26 TOTAL 10,608.51 Add 1% for water charges 106.09 TOTAL 10,714.60 Add 15% for contractor’s profit and overheads 1,607.19 Cost for 16.87 m 12,321.79 Cost per metre 730.40 Say 730.40 17.35 Providing and fixing soil, waste and vent pipes : 17.35.2 75 mm diameter : 17.35.2.1 Sand cast iron S&S pipe as per IS: 1729. Code Description Unit Quantity Rate Amount Details of cost for 17.42 m (1.8mx10)-(9x0.065m)= 17.415 m say 17.42m MATERIALS 1616 75 mm sand cast iron pipe single socket (1.80 each 10.50 537.00 5,638.50 m long) including 5% allowance for wastage 9999 Scaffolding L.S. 80.73 1.00 80.73 9999 Carriage of materials L.S. 40.38 1.00 40.38 LABOUR 0116 Fitter 1st class Day 0.35 151.50 53.02 0100 Bandhani Day 0.17 138.45 23.54 0114 Beldar Day 0.70 135.25 94.68 TOTAL 5,930.85 Add 1% for water charges 59.31 TOTAL 5,990.16 Add 15% for contractor’s profit and overheads 898.52 Cost for 17.42 m 6,888.68 Cost per metre 395.45 Say 395.45
- 277. 860 17.35 Providing and fixing soil, waste and vent pipes : 17.35.2 75 mm diameter: 17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. Code Description Unit Quantity Rate Amount Details of cost for 16.92 m (1.75mx10)-(9x0.065m) = 16.915 m say 16.92 m MATERIALS 3621 75 mm centrifugally cast (spun) iron S&S each 10.50 846.00 8,883.00 pipes (1.750 m long) including 5% allowance for wastage 9999 Scaffolding L.S. 80.73 1.00 80.73 9999 Carriage of materials L.S. 40.38 1.00 40.38 LABOUR 0116 Fitter 1st class Day 0.35 151.50 53.02 0100 Bandhani Day 0.17 138.45 23.54 0114 Beldar Day 0.70 135.25 94.68 TOTAL 9,175.35 Add 1% for water charges 91.75 TOTAL 9,267.10 Add 15% for contractor’s profit and overheads 1,390.06 Cost for 16.92 m 10,657.16 Cost per metre 629.86 Say 629.85 17.36 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I./C.I. Pipes: 17.36.1 75mm dia pipe Code Description Unit Quantity Rate Amount Details of cost for 4 joints MATERIALS 9999 Cement mortar, spun yam etc. L.S. 6.89 1.00 6.89 LABOUR 0116 Fitter Day 0.28 151.50 42.42 0114 Beldar Day 0.28 135.25 37.87 TOTAL 87.18 Add 1% for water charges 0.87 TOTAL 88.05 Add 15% for contractor’s profit and overheads 13.21 Cost for 4 joints 101.26 Cost for 1 joint 25.32 Say 25.30 17.36 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement: 2 fine sand) in S.C.I./C.I. Pipes: 17.36.2 100 mm dia pipe Code Description Unit Quantity Rate Amount Details of cost for 4 joints MATERIALS 9999 Cement mortar, spun yam etc. L.S. 8.06 1.00 8.06 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 102.69 Add 1% for water charges 1.03 TOTAL 103.72 Add 15% for contractor’s profit and overheads 15.56 Cost for 4 joints 119.28 Cost for 1 joint 29.82 Say 29.80
- 278. 861 17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x 10cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.37.1 For 100 mm dia. Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 nos. MATERIALS 1331 M.S. holder bat clamps = 5 nos. each 5.00 13.00 65.00 9999 Carriage of bat clamps L.S. 2.47 1.00 2.47 LABOUR 0116 Fitter Day 0.125 151.50 18.94 0124 Mason 2nd class Day 0.75 141.60 106.20 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S. 7.15 1.00 7.15 C.C. Block 5x0.10x0x0.10= 0.005 cum 0295 20 mm nominal size stone aggregate cum 0.0033 700.00 2.31 0297 10 mm nominal size stone aggregate cum 0.0011 700.00 0.77 2202 Carriage of stone aggregate below 40 mm cum 0.0044 53.21 0.23 nominal size 0982 Coarse sand cum 0.0022 600.00 1.32 2203 Carriage of coarse sand cum 0.0022 53.21 0.12 0367 Cement tonne 0.0016 4,500.00 7.20 2209 Carriage of cement tonne 0.0016 47.29 0.08 0114 Beldar Day 0.0045 135.25 0.61 0115 Coolies Day 0.0032 135.25 0.43 0101 Bhishti Day 0.0014 138.45 0.19 0123 Mason 1 st class Day 0.0003 151.50 0.05 0124 Mason 2nd class Day 0.0003 141.60 0.04 0128 Mate Day 0.0002 138.45 0.03 9999 Hire charges of machine etc. L.S. 0.26 1.00 0.26 9999 Sundries L.S. 0.13 1.00 0.13 9999 Sundries L.S. 0.13 1.00 0.13 TOTAL 281.28 Add 1% for water charges 2.81 TOTAL 284.09 Add 15% for contractor’s profit and overheads 42.61 Cost of 5.00 bat clamps 326.70 Cost of 1.00 bat clamp 65.34 Say 65.35 17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/ cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x 10cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.37.2 For 75 mm dia. Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 nos. MATERIALS 1332 M.S. holder bat clamps = 5 nos. each 5.00 11.00 55.00 9999 Carriage of bat clamps L.S. 2.47 1.00 2.47 LABOUR
- 279. 862 Code Description Unit Quantity Rate Amount 0116 Fitter Day 0.125 151.50 18.94 0124 Mason 2nd class Day 0.75 141.60 106.20 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S. 7.15 1.00 7.15 C.C. Block 5x0.10x0.10x0.10= 0.005 cum 0295 20 mm nominal size stone aggregate cum 0.0033 700.00 2.31 0297 10 mm nominal size stone aggregate cum 0.0011 700.00 0.77 2202 Carriage of stone aggregate below 40 mm cum 0.0044 53.21 0.23 nominal size 0982 Coarse sand cum 0.0022 600.00 1.32 2203 Carriage of coarse sand cum 0.0022 53.21 0.12 0367 Cement tonne 0.0016 4500.00 7.20 2209 Carriage of cement tonne 0.0016 47.29 0.08 0114 Beldar Day 0.0045 135.25 0.61 0115 Coolies Day 0.0032 135.25 0.43 0101 Bhishti Day 0.0014 138.45 0.19 0123 Mason 1 st class Day 0.0003 151.50 0.05 0124 Mason 2nd class Day 0.0003 141.60 0.04 0128 Mate Day 0.0002 138.45 0.03 9999 Hire charges of machine etc. L.S. 0.26 1.00 0.26 9999 Sundries L.S. 0.13 1.00 0.13 9999 Sundries L.S. 0.13 1.00 0.13 TOTAL 271.28 Add 1% for water charges 2.71 TOTAL 273.99 Add 15% for contractor’s profit and overheads 41.10 Cost of 5.00 bat clamps 315.09 Cost of 1.00 bat clamp 63.02 Say 63.00 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm 17.38.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1625 100 mm dia sand cast iron bend with access each 1.00 194.00 194.00 door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 219.52 Add 1% for water charges 2.20 TOTAL 221.72 Add 15% for contractor’s profit and overheads 33.26 Cost for 1 no. 254.98 Say 255.00
- 280. 863 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm 17.38.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3624 100 mm dia sand cast iron S & each 1.00 225.00 225.00 S bend with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 250.52 Add 1% for water charges 2.51 TOTAL 253.03 Add 15% for contractor’s profit and overheads 37.95 Cost for 1 no. 290.98 Say 291.00 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.2 75 mm dia 17.38.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1624 75 mm sand cast iron bend with access door each 1.00 161.00 161.00 including cost of bolts and nuts 1373 Insertion rubber washer 3 mm thick each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 180.79 Add 1% for water charges 1.81 TOTAL 182.60 Add 15% for contractor’s profit and overheads 27.39 Cost for 1 no. 209.99 Say 210.00 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.2 75 mm dia 17.38.2.2 Sand cast iron S&S as per IS- 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3625 75 mm dia send cast iron S&S each 1.00 179.00 179.00 bend with access door including cost of bolts and nuts 1373 Insertion rubber washer 3 mm thick each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 198.79 Add 1% for water charges 1.99 TOTAL 200.78 Add 15% for contractor’s profit and overheads 30.12 Cost for 1 no. 230.90 Say 230.90
- 281. 864 17.39 Providing and fixing plain bend of required degree. 17.39.1 100 mm 17.39.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1621 100 mm sand cast iron plain bend each 1.00 178.00 178.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 191.52 Add 1% for water charges 1.92 TOTAL 193.44 Add 15% for contractor’s profit and overheads 29.02 Cost for 1 no. 222.46 Say 222.45 17.39 Providing and fixing plain bend of required degree. 17.39.1 100 mm 17.39.1.2 Sand cast iron S&S as per IS : 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3628 100 mm dia sand cast iron S & each 1.00 190.00 190.00 S plain bend 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 203.52 Add 1% for water charges 2.04 TOTAL 205.56 Add 15% for contractor’s profit and overheads 30.83 Cost for 1 no. 236.39 Say 236.40 17.39 Providing and fixing plain bend of required degree. 17.39.2 75 mm 17.39.2.1 Sand cast iron S&S as per IS -1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1620 75 mm sand cast iron plain bend each 1.00 140.00 140.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 150.79 Add 1% for water charges 1.51 TOTAL 152.30 Add 15% for contractor’s profit and overheads 22.84 Cost for 1 no. 175.14 Say 175.15
- 282. 865 17.39 Providing and fixing plain bend of required degree. 17.39.2 75 mm 17.39.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3629 75 mm dia sand cast iron S&S each 1.00 143.00 143.00 plain bend 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 153.79 Add 1% for water charges 1.54 TOTAL 155.33 Add 15% for contractor’s profit and overheads 23.30 Cost for 1 no. 178.63 Say 178.65 17.40 Providing and fixing heel rest sanitary bend 17.40.1 100 mm dia 17.40.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1667 100 mm sand cast iron heel rest bend each 1.00 197.00 197.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 210.52 Add 1% for water charges 2.11 TOTAL 212.63 Add 15% for contractor’s profit and overheads 31.89 Cost for 1 no. 244.52 Say 244.50 17.40 Providing and fixing heel rest sanitary bend 17.40.1 100 mm dia 17.40.1.2Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3634 100 mm dia sand cast iron S & S each 1.00 233.00 233.00 heel rest sanitary bend 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 246.52 Add 1% for water charges 2.47 TOTAL 248.99 Add 15% for contractor’s profit and overheads 37.35 Cost for 1 no. 286.34 Say 286.35
- 283. 866 17.40 Providing and fixing heel rest sanitary bend 17.40.2 75 mm 17.40.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1666 75 mm sand cast iron heel rest bend each 1.00 165.00 165.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 175.79 Add 1% for water charges 1.76 TOTAL 177.55 Add 15% for contractor’s profit and overheads 26.63 Cost for 1 no. 204.18 Say 204.20 17.40 Providing and fixing heel rest sanitary bend 17.40.2 75 mm 17.40.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3635 75 mm dia send cast iron S&S each 1.00 204.00 204.00 heel rest sanitary bend 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 214.79 Add 1% for water charges 2.15 TOTAL 216.94 Add 15% for contractor’s profit and overheads 32.54 Cost for 1 no. 249.48 Say 249.50 17.41 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.41.1 100x100x100x100mm 17.41.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1637 100x100x100x100 mm sand cast iron double each 1.00 417.00 417.00 equal junction with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 TOTAL 442.39 Add 1% for water charges 4.42 TOTAL 446.81 Add 15% for contractor’s profit and overheads 67.02 Cost for 1 junction 513.83 Say 513.85
- 284. 867 17.41 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.41.1 100x100x100x100mm 17.41.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3654 100x 100x 100x 100 mm sand each 1.00 502.00 502.00 cast iron S&S double equal junction with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 TOTAL 527.39 Add 1% for water charges 5.27 TOTAL 532.66 Add 15% for contractor’s profit and overheads 79.90 Cost for 1 junction 612.56 Say 612.55 17.41 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.41.2 75x75x75x75 mm 17.41.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1636 75x75x75x75 mm sand cast iron double equal each 1.00 333.00 333.00 junction with access door including cost of bolts and nuts 1373 Insertion rubber washer 3 mm thick each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 352.79 Add 1% for water charges 3.53 TOTAL 356.32 Add 15% for contractor’s profit and overheads 53.45 Cost for 1 junction 409.77 Say 409.75 17.41 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.41.2 75x75x75x75 mm 17.41.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3655 75x75x75x75 mm sand cast each 1.00 400.00 400.00 iron S&S double equal junction with access door including cost of bolts and nuts 1373 Insertion rubber washer 3 mm thick each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 419.79 Add 1% for water charges 4.20 TOTAL 423.99 Add 15% for contractor’s profit and overheads 63.60 Cost for 1 junction 487.59 Say 487.60
- 285. 868 17.42 Providing and fixing double equal plain junction of required degree. 17.42.1 100x100x100x100 mm 17.42.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1634 100x100x100x100 mm sand cast iron double each 1.00 394.00 394.00 equal plain junction 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 407.52 Add 1% for water charges 4.08 TOTAL 411.60 Add 15% for contractor’s profit and overheads 61.74 Cost for 1 junction 473.34 Say 473.35 17.42 Providing and fixing double equal plain junction of required degree. 17.42.1 100x100x100x100 mm 17.42.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3650 100x100x100x100 mm. sand each 1.00 467.00 467.00 cast iron S&S double equal plain junction 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 480.52 Add 1% for water charges 4.81 TOTAL 485.33 Add 15% for contractor’s profit and overheads 72.80 Cost for 1 junction 558.13 Say 558.15 17.42 Providing and fixing double equal plain junction of required degree. 17.42.2 75x75x75x75 mm 17.42.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1633 75x75x75x75 mm sand cast iron double equal each 1.00 296.00 296.00 plain junction 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 306.79 Add 1% for water charges 3.07 TOTAL 309.86 Add 15% for contractor’s profit and overheads 46.48 Cost for 1 junction 356.34 Say 356.35
- 286. 869 17.42 Providing and fixing double equal plain junction of required degree. 17.42.2 75x75x75x75 mm 17.42.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3651 75x75x75x75 mm sand cast each 1.00 373.00 373.00 iron S&S double equal plain junction 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 383.79 Add 1% for water charges 3.84 TOTAL 387.63 Add 15% for contractor’s profit and overheads 58.14 Cost for 1 junction 445.77 Say 445.75 17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 17.43.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1631 100x100x100 mm single equal plain junction each 1.00 297.00 297.00 with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 322.52 Add 1% for water charges 3.23 TOTAL 325.75 Add 15% for contractor’s profit and overheads 48.86 Cost for 1 junction 374.61 Say 374.60 17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.1 100x100x100 mm 17.43.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3644 100x100x100 mm sand cast each 1.00 396.00 396.00 iron S&S single equal plain junction with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 421.52 Add 1% for water charges 4.22 TOTAL 425.74 Add 15% for contractor’s profit and overheads 63.86 Cost for 1 junction 489.60 Say 489.60
- 287. 870 17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.2 75x75x75 mm 17.43.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1630 75x75x75 mm single equal plain junction with each 1.00 224.00 224.00 access door including cost of bolts and nuts 1373 Insertion rubber washer 3 mm thick each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 243.79 Add 1% for water charges 2.44 TOTAL 246.23 Add 15% for contractor’s profit and overheads 36.93 Cost for 1 junction 283.16 Say 283.15 17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.43.2 75x75x75 mm 17.43.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3645 75x75x75 mm sand cast iron S each 1.00 294.00 294.00 & S single equal plain junction with access door including cost of bolts and nuts 1373 Insertion rubber washer 3 mm thick each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 313.79 Add 1% for water charges 3.14 TOTAL 316.93 Add 15% for contractor’s profit and overheads 47.54 Cost for 1 junction 364.47 Say 364.45 17.44 Providing and fixing single equal plain junction of required degree 17.44.1 100x100x100 mm 17.44.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1628 100x100x100 mm sand cast iron single equal each 1.00 265.00 265.00 plain junction 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 278.52 Add 1% for water charges 2.79 TOTAL 281.31 Add 15% for contractor’s profit and overheads 42.20 Cost for 1 junction 323.51 Say 323.50
- 288. 871 17.44 Providing and fixing single equal plain junction of required degree 17.44.1 100x100x100 mm 17.44.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3640 100 x 100 x 100 mm sand cast each 1.00 367.00 367.00 iron S&S single equal plain junction 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 380.52 Add 1% for water charges 3.81 TOTAL 384.33 Add 15% for contractor’s profit and overheads 57.65 Cost for 1 junction 441.98 Say 442.00 17.44 Providing and fixing single equal plain junction of required degree 17.44.2 75x75x75 mm 17.44.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1627 75x75x75 mm sand cast iron single equal each 1.00 205.00 205.00 plain junction 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 215.79 Add 1% for water charges 2.16 TOTAL 217.95 Add 15% for contractor’s profit and overheads 32.69 Cost for 1 junction 250.64 Say 250.65 17.44 Providing and fixing single equal plain junction of required degree: 17.44.2 75x75x75 mm 17.44.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3641 75x75x75 mm sand cast iron each 1.00 276.00 276.00 S&S single equal plain junction 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 286.79 Add 1% for water charges 2.87 TOTAL 289.66 Add 15% for contractor’s profit and overheads 43.45 Cost for 1 junction 333.11 Say 333.10
- 289. 872 17.45 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.45.1 100x100x75x75 mm 17.45.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1662 100x100x75x75 mm sand cast iron branch each 1.00 453.00 453.00 with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 478.52 Add 1% for water charges 4.79 TOTAL 483.31 Add 15% for contractor’s profit and overheads 72.50 Cost for 1 junction 555.81 Say 555.80 17.45 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.45.1 100x100x75x75 mm 17.45.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3674 100x100x75x75 mm sand cast each 1.00 700.00 700.00 iron S&S double unequal junction with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 725.52 Add 1% for water charges 7.26 TOTAL 732.78 Add 15% for contractor’s profit and overheads 109.92 Cost for 1 junction 842.70 Say 842.70 17.46 Providing and fixing double unequal plain junction of required degree: 17.46.1 100x100x75x75 mm 17.46.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1659 100X100X75X75 mm junction each 1.00 423.00 423.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 436.52 Add 1% for water charges 4.37 TOTAL 440.89 Add 15% for contractor’s profit and overheads 66.13 Cost for 1 junction 507.02 Say 507.00
- 290. 873 17.46 Providing and fixing double unequal plain junction of required degree: 17.46.1 100x100x75x75 mm 17.46.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3670 100x100x75x75 mm sand cast each 1.00 639.00 639.00 iron S&S double unequal plain junction 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 652.52 Add 1% for water charges 6.53 TOTAL 659.05 Add 15% for contractor’s profit and overheads 98.86 Cost for 1 junction 757.91 Say 757.90 17.47 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.47.1 100x100x75 mm 17.47.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1656 100x100x75 mm S.C.I, single unequal each 1.00 321.00 321.00 junction with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 346.52 Add 1% for water charges 3.47 TOTAL 349.99 Add 15% for contractor’s profit and overheads 52.50 Cost for 1 junction 402.49 Say 402.50 17.47 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.47.1 100x100x75 mm 17.47.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3664 100x100x75 mm sand cast iron each 1.00 523.00 523.00 S&S single unequal junction with access door including cost of bolts and nuts 1374 Insertion rubber washer 3 mm thick each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 548.52 Add 1% for water charges 5.49 TOTAL 554.01 Add 15% for contractor’s profit and overheads 83.10 Cost for 1 junction 637.11 Say 637.10
- 291. 874 17.48 Providing and fixing single unequal plain junction of required degree : 17.48.1 100x100x75 mm 17.48.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1653 100X100X75 mm junction each 1.00 288.00 288.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 301.52 Add 1% for water charges 3.02 TOTAL 304.54 Add 15% for contractor’s profit and overheads 45.68 Cost for 1 junction 350.22 Say 350.20 17.48 Providing and fixing single unequal plain junction of required degree 17.48.1 100x100x75 mm 17.48.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3660 100x100x75 mm sand cast iron each 1.00 461.00 461.00 S&S single unequal plain junction 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 474.52 Add 1% for water charges 4.75 TOTAL 479.27 Add 15% for contractor’s profit and overheads 71.89 Cost for 1 junction 551.16 Say 551.15 17.49 Providing and fixing double equal plain invert branch of required degree: 17.49.1 100x100x100x100mm 17.49.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1673 100X100X100x100 mm sand cast iron invert each 1.00 422.00 422.00 branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 435.52 Add 1% for water charges 4.36 TOTAL 439.88 Add 15% for contractor’s profit and overheads 65.98 Cost for 1 invert branch 505.86 Say 505.85
- 292. 875 17.49 Providing and fixing double equal plain invert branch of required degree: 17.49.1 100x100x100x100mm 17.49.1.2 Sand cast iron S&S as per IS 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3685 100x 100x 100 x 100 mm send each 1.00 414.00 414.00 cast iron S&S double equal plain invert branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 427.52 Add 1% for water charges 4.28 TOTAL 431.80 Add 15% for contractor’s profit and overheads 64.77 Cost of 1 invert branch 496.57 Say 496.55 17.49 Providing and fixing double equal plain invert branch of required degree: 17.49.2 75x75x75x75 mm 17.49.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1672 75X75X75x75 mm sand cast iron invert each 1.00 314.00 314.00 branch 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 324.79 Add 1% for water charges 3.25 TOTAL 328.04 Add 15% for contractor’s profit and overheads 49.21 Cost for one invert branch 377.25 Say 377.25 17.49 Providing and fixing double equal plain invert branch of required degree: 17.49.2 75x75x75x75 mm 17.49.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3686 75x75x75x75 mm centrifugally cast(spun) each 1.00 334.00 334.00 iron S&S double equal plain invert branch 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 344.79 Add 1% for water charges 3.45 TOTAL 348.24 Add 15% for contractor’s profit and overheads 52.24 Cost of one invert branch 400.48 Say 400.50
- 293. 876 17.50 Providing and fixing single equal plain invert branch of required degree: 17.50.1 100x100x100 mm 17.50.1.1 Sand cast iron S&S as per iron 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1670 100X100X100 mm sand cast iron invert each 1.00 321.00 321.00 branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 334.52 Add 1% for water charges 3.35 TOTAL 337.87 Add 15% for contractor’s profit and overheads 50.68 Cost for 1 invert branch 388.55 Say 388.55 17.50 Providing and fixing single equal plain invert branch of required degree: 17.50.1 100x100x100 mm 17.50.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3681 100x100x100 mm sand cast each 1.00 325.00 325.00 iron S&S single equal plain invert branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 338.52 Add 1% for water charges 3.39 TOTAL 341.91 Add 15% for contractor’s profit and overheads 51.29 Cost of 1 invert branch 393.20 Say 393.20 17.50 Providing and fixing single equal plain invert branch of required degree: 17.50.2 75x75x75 mm 17.50.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1669 75X75X75 mm sand cast-iron invert branch each 1.00 239.00 239.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 249.79 Add 1% for water charges 2.50 TOTAL 252.29 Add 15% for contractor’s profit and overheads 37.84 Cost for 1 invert branch 290.13 Say 290.15
- 294. 877 17.50 Providing and fixing single equal plain invert branch of required degree: 17.50.2 75x75x75 mm 17.50.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3682 75x75x75 mm sand cast iron S each 1.00 247.00 247.00 & S single equal plain invert branch 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 257.79 Add 1% for water charges 2.58 TOTAL 260.37 Add 15% for contractor’s profit and overheads 39.06 Cost of 1 invert branch 299.43 Say 299.45 17.51 Providing and fixing double unequal invert branch of required degree 17.51.1 100x100x75x75 mm 17.51.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1677 100X100X75x75 mm sand cast iron invert each 1.00 458.00 458.00 branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 471.52 Add 1% for water charges 4.72 TOTAL 476.24 Add 15% for contractor’s profit and overheads 71.44 Cost for 1 invert branch 547.68 Say 547.70
- 295. 878 17.51 : Providing and fixing double unequal invert branch of required degree 17.51.1: 100x100x75x75 mm 17.51.1.2 :Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3695 100x100x75x75 mm sand cast each 1.00 574.00 574.00 iron S&S double unequal plain invert branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 587.52 Add 1% for water charges 5.88 TOTAL 593.40 Add 15% for contractor’s profit and overheads 89.01 Cost of 1 invert branch 682.41 Say 682.40 17.52 : Providing and fixing single unequal plain invert branch of required degree : 17.52.1: 100x100x75 mm 17.52.1.1: Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1674 100X100X75 mm sand cast iron invert branch each 1.00 382.00 382.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 395.52 Add 1% for water charges 3.96 TOTAL 399.48 Add 15% for contractor’s profit and overheads 59.92 Cost for 1 invert branch 459.40 Say 459.40 17.52 : Providing and fixing single unequal plain invert branch of required degree : 17.52.1: 100x100x75 mm 17.52.1.2 : Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3690 100x100x75 mm sand cast iron each 1.00 422.00 422.00 S&S single unequal plain invert branch 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 435.52 Add 1% for water charges 4.36 TOTAL 439.88 Add 15% for contractor’s profit and overheads 65.98 Cost of 1 invert branch 505.86 Say 505.85
- 296. 879 17.53 : Providing and fixing sand cast iron S&S offsets as per IS: 1729 17.53.1: 76 mm offsets 17.53.1.1: With 75 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3746 76 mm sand cast iron S&S offset with 75 mm each 1.00 126.00 126.00 dia pipe 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 136.79 Add 1% for water charges 1.37 TOTAL 138.16 Add 15% for contractor’s profit and overheads 20.72 Cost of 1 no 158.88 Say 158.90 17.53 : Providing and fixing sand cast iron S&S offsets as per IS: 1729 17.53.1: 76 mm offsets 17.53.1.2: With 100 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3747 76 mm sand cast iron S&S offset with 100 mm each 1.00 220.00 220.00 dia pipe 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 230.79 Add 1% for water charges 2.31 TOTAL 233.10 Add 15% for contractor’s profit and overheads 34.97 Cost of 1 no 268.07 Say 268.05 17.53 : Providing and fixing sand cast iron S&S offsets as per IS: 1729 17.53.2 : 114 mm offsets 17.53.2.1: With 75 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3712 114 mm sand cast iron S&S offset with 75 mm each 1.00 220.00 220.00 dia pipe 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 233.52 Add 1% for water charges 2.34 TOTAL 235.86 Add 15% for contractor’s profit and overheads 35.38 Cost of 1 no 271.24 Say 271.25
- 297. 880 17.53 : Providing and fixing sand cast iron S&S offsets as per IS: 1729 17.53.2 : 114 mm offsets 17.53.2.2 : With 100 mm dia. Pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3713 114 mm sand cast iron S&S offset with 100 each 1.00 289.00 289.00 mm dia pipe 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 302.52 Add 1% for water charges 3.03 TOTAL 305.55 Add 15% for contractor’s profit and overheads 45.83 Cost of 1 no. 351.38 Say 351.40 17.53 : Providing and fixing sand cast iron S&S offsets as per IS: 1729 17.53.3 : 152 mm offsets 17.53.3.1: With 75 mm dia. Pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3716 152 mm sand cast iron S&S offset with 75 mm each 1.00 275.00 275.00 dia pipe 9999 Carriage of materials and fixing charges L.S. 17.94 1.00 17.94 TOTAL 292.94 Add 1% for water charges 2.93 TOTAL 295.87 Add 15% for contractor’s profit and overheads 44.38 Cost of 1 no. 340.25 Say 340.25 17.53 : Providing and fixing sand cast iron S&S offsets as per IS: 1729 17.53.3 : 152 mm offsets 17.53.3.2 : With 100 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3717 152 mm sand cast iron S&S offset with 100 each 1.00 361.00 361.00 mm dia pipe 9999 Carriage of materials and fixing charges L.S. 17.94 1.00 17.94 TOTAL 378.94 Add 1% for water charges 3.79 TOTAL 382.73 Add 15% for contractor’s profit and overheads 57.41 Cost of 1 no. 440.14 Say 440.15
- 298. 881 17.54 : Providing and fixing sand cast iron S&S offsets as per IS: 3989. 17.54.1 : 75 mm offsets 17.54.1.1: With 75 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3699 75 mm sand cast iron S&S each 1.00 179.00 179.00 offset with 75 mm dia pipe 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 189.79 Add 1% for water charges 1.90 TOTAL 191.69 Add 15% for contractor’s profit and overheads 28.75 Cost of 1 no. 220.44 Say 220.45 17.54 Providing and fixing sand cast iron S&S offsets as per IS: 3989. 17.54.2 150 mm offsets 17.54.2.1 With 75 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3707 150 mm sandcast iron S&S each 1.00 223.00 223.00 offset with 75 mm dia pipe 9999 Carriage of materials and fixing charges L.S. 16.12 1.00 16.12 TOTAL 239.12 Add 1% for water charges 2.39 TOTAL 241.51 Add 15% for contractor’s profit and overheads 36.23 Cost of 1 no. 277.74 Say 277.75 17.54 Providing and fixing sand cast iron S&S offsets as per IS: 3989. 17.54.2 150 mm offsets 17.54.2.2 With 100 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3,708 150 mm sand cast iron S&S each 1.00 306.00 306.00 offset with 100 mm dia pipe 9,999 Carriage of materials and fixing charges L.S. 16.12 1.00 16.12 TOTAL 322.12 Add 1% for water charges 3.22 TOTAL 325.34 Add 15% for contractor’s profit and overheads 48.80 Cost of 1 no. 374.14 Say 374.15 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 17.55.1 100mm 17.55.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1683 100 mm sand cast iron door piece including each 1.00 291.00 291.00 cost of bolts and nuts
- 299. 882 Code Description Unit Quantity Rate Amount 1374 Insertion rubber washer each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 316.52 Add 1% for water charges 3.17 TOTAL 319.69 Add 15% for contractor’s profit and overheads 47.95 Cost for 1 no. 367.64 Say 367.65 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 17.55.1 100 mm 17.55.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3728 100 mm sand cast iron S&S each 1.00 230.00 230.00 door piece including cost of bolts and nuts 1374 Insertion rubber washer each 1.00 12.00 12.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 255.52 Add 1% for water charges 2.56 TOTAL 258.08 Add 15% for contractor’s profit and overheads 38.71 Cost for 1 junction 296.79 Say 296.80 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 17.55.2 75 mm 17.55.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1682 75 mm sand cast iron door piece including each 1.00 211.00 211.00 cost of bolts and nuts 1373 Insertion rubber washer each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 230.79 Add 1% for water charges 2.31 TOTAL 233.10 Add 15% for contractor’s profit and overheads 34.97 Cost for 1 no. 268.07 Say 268.05 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete : 17.55.2 75 mm 17.55.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS
- 300. 883 Code Description Unit Quantity Rate Amount 3729 75 mm sand cast iron S&S each 1.00 176.00 176.00 door piece including cost of bolts and nuts 1373 Insertion rubber washer each 1.00 9.00 9.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 195.79 Add 1% for water charges 1.96 TOTAL 197.75 Add 15% for contractor’s profit and overheads 29.66 Cost for 1 junction 227.41 Say 227.40 17.56 Providing and fixing terminal guard: 17.56.1 100 mm 17.56.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1640 100 mm sand cast iron terminal guard each 1.00 152.00 152.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 165.52 Add 1% for water charges 1.66 TOTAL 167.18 Add 15% for contractor’s profit and overheads 25.08 Cost for 1 no. 192.26 Say 192.25 17.56 Providing and fixing terminal guard: 17.56.1 100 mm 17.56.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3733 100 sand cast iron S&S each 1.00 154.00 154.00 terminal guard 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 167.52 Add 1% for water charges 1.68 TOTAL 169.20 Add 15% for contractor’s profit and overheads 25.38 Cost of 1 no. 194.58 Say 194.60 17.56 Providing and fixing terminal guard: 17.56.2 75 mm 17.56.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1639 75 mm sand cast iron tepminal guard each 1.00 109.00 109.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 119.79
- 301. 884 Code Description Unit Quantity Rate Amount Add 1% for water charges 1.20 TOTAL 120.99 Add 15% for contractor’s profit and overheads 18.15 Cost of 1 no. 139.14 Say 139.15 17.56 Providing and fixing terminal guard: 17.56.2 75 mm 17.56.2.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3734 75 mm sand cast iron S&S each 1.00 142.00 142.00 terminal guard 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 152.79 Add 1% for water charges 1.53 TOTAL 154.32 Add 15% for contractor’s profit and overheads 23.15 Cost of 1 no. 177.47 Say 177.45 17.57 Providing and fixing collar: 17.57.1 100 mm 17.57.1.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1686 100 mm sand cast iron collar each 1.00 110.00 110.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 123.52 Add 1% for water charges 1.24 TOTAL 124.76 Add 15% for contractor’s profit and overheads 18.71 Cost for 1 no. 143.47 Say 143.45 17.57 Providing and fixing collar: 17.57.1 100 mm 17.57.1.2 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS. 3738 100 sand cast iron S&S collar each 1.00 161.00 161.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 174.52 Add 1% for water charges 1.75 TOTAL 176.27 Add 15% for contractor’s profit and overheads 26.44 Cost of 1 no. 202.71 Say 202.70
- 302. 885 17.57 Providing and fixing collar: 17.57.2 75 mm 17.57.2.1 Sand cast iron S&S as per IS - 1729 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1685 75 mm sand cast iron collar each 1.00 82.00 82.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 92.79 Add 1% for water charges 0.93 TOTAL 93.72 Add 15% for contractor’s profit and overheads 14.06 Cost of 1 no. 107.78 Say 107.80 17.57 Providing and fixing collar: 17.57.2 75 mm 17.57.2.2 Sand cast iron S&S as per IS- 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 3739 75 mm sand cast iron S&S each 1.00 115.00 115.00 collar 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 125.79 Add 1% for water charges 1.26 TOTAL 127.05 Add 15% for contractor’s profit and overheads 19.06 Cost of 1 no. 146.11 Say 146.10 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 17.58.1 100mm Code Description Unit Quantity Rate Amount Details of cost for one joint MATERIALS 1397 Pig lead kilogram 0.98 58.00 56.84 1881 Spun yarn kilogram 0.11 30.00 3.30 9999 Kerosene oil, fuel and other sundries L.S. 13.52 1.00 13.52 9999 Carriage of materials L.S. 1.43 1.00 1.43 LABOUR 0116 Fitter Day 0.06 151.50 9.09 0117 Asstt. Fitter Day 0.06 141.60 8.50 0114 Beldar Day 0.12 135.25 16.23 TOTAL 108.91 Add 1% for water charges 1.09 TOTAL 110.00 Add 15% for contractor’s profit and overheads 16.50 Cost of one joint 126.50 Say 126.50
- 303. 886 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 17.58.2 75 mm Code Description Unit Quantity Rate Amount Details of cost for one joint MATERIALS 1397 Pig lead kilogram 0.88 58.00 51.04 1881 Spun yarn kilogram 0.09 30.00 2.70 9999 Kerosene oil, fuel and other sundries L.S. 10.79 1.00 10.79 9999 Carriage of materials L.S. 1.43 1.00 1.43 LABOUR 0116 Fitter Day 0.05 151.50 7.58 0117 Asstt. Fitter Day 0.05 141.60 7.08 0114 Beldar Day 0.09 135.25 12.17 TOTAL 92.79 Add 1% for water charges 0.93 TOTAL 93.72 Add 15% for contractor’s profit and overheads 14.06 Cost of one joint 107.78 Say 107.80 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter: 17.58.3 50 mm Code Description Unit Quantity Rate Amount Details of cost for one joint MATERIALS 1397 Pig lead kilogram 0.77 58.00 44.66 1881 Spun yarn kilogram 0.06 30.00 1.80 9999 Kerosene oil, fuel and other sundries L.S. 6.76 1.00 6.76 9999 Carriage of materials L.S. 1.43 1.00 1.43 LABOUR 0116 Fitter Day 0.04 151.50 6.06 0117 Asstt. Fitter Day 0.05 141.60 7.08 0114 Beldar Day 0.05 135.25 6.76 TOTAL 74.55 Add 1% for water charges 0.75 TOTAL 75.30 Add 15% for contractor’s profit and overheads 11.30 Cost of one joint 86.60 Say 86.60 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : 17.59.1 100 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1330 M.S. stayes & clamps including bolts and each 1.00 28.00 28.00 nuts for 100 mm pipe 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 41.52 Add 1% for water charges 0.42 TOTAL 41.94 Add 15% for contractor’s profit and overheads 6.29 Cost of one no. 48.23 Say 48.25
- 304. 887 17.59 Providing and fixing M.S. stays and clamps for sand castiron/centrifugally cast (spun) iron pipes of diameter : 17.59.2 75 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1335 M.S. stayes & clamps including bolts and each 1.00 25.00 25.00 nuts for 75 mm pipe 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 35.79 Add 1% for water charges 0.36 TOTAL 36.15 Add 15% for contractor’s profit and overheads 5.42 Cost of one no. 41.57 Say 41.55 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diameter : 17.59.3 50 mm Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1334 M.S. stayes & clamps including bolts and each 1.00 20.00 20.00 nuts for 50 mm pipe 9999 Carriage of materials and fixing charges L.S. 9.49 1.00 9.49 TOTAL 29.49 Add 1% for water charges 0.29 TOTAL 29.78 Add 15% for contractor’s profit and overheads 4.47 Cost of one no. 34.25 Say 34.25 17.60 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 17.60.1 100 mm inlet and 100 mm outlet 17.60.1.1 Sand cast iron S&S as per IS: 3989. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7808 Sand cast iron S&S 100 mm each 1.00 309.00 309.00 inlet and 100 mm outlet 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Carriage of materials L.S. 2.73 1.00 2.73 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 468.62 Add 1% for water charges 4.69 TOTAL 473.31 Add 15% for contractor’s profit and overheads 71.00 Cost of one no. 544.31 Say 544.30
- 305. 888 17.60 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 17.60.1 100 mm inlet and 100 mm outlet 17.60.1.2 Sand Cast Iron S&S as per IS: 1729. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1897 Sand cast iron trap with 100 mm inlet and 100 each 1.00 221.00 221.00 mm outlet 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Carriage of materials L.S. 2.73 1.00 2.73 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 380.62 Add 1% for water charges 3.81 TOTAL 384.43 Add 15% for contractor’s profit and overheads 57.66 Cost of one no. 442.09 Say 442.10 17.60 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 17.60.2 100 mm inlet and 75 mm outlet 17.60.2.1 Sand cast iron S&S as per IS - 3989 Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7809 Sand cast iron S&S 100 mm each 1.00 334.00 334.00 inlet and 75 mm outlet 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Carriage of materials L.S. 2.73 1.00 2.73 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 493.62 Add 1% for water charges 4.94 TOTAL 498.56 Add 15% for contractor’s profit and overheads 74.78 Cost of one no. 573.34 Say 573.35 17.60 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.60.2 100 mm inlet and 75 mm outlet 17.60.2.2 Sand Cast Iron S&S as per IS- 1729. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS
- 306. 889 Code Description Unit Quantity Rate Amount 1898 Sand cast iron trap with 100 mm inlet and 75 each 1.00 164.00 164.00 mm outlet 9999 Cement, sand and grit etc. L.S. 13.52 1.00 13.52 9999 Carriage of materials L.S. 2.73 1.00 2.73 LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0114 Beldar Day 0.50 135.25 67.62 TOTAL 323.62 Add 1% for water charges 3.24 TOTAL 326.86 Add 15% for contractor’s profit and overheads 49.03 Cost of one no. 375.89 Say 375.90 17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1 cement: 4 coarse sand): 17.61.1 100mmdia. Code Description Unit Quantity Rate Amount Details of cost for one metre MATERIALS Cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate ) (Rate as per item no. 4.2.5) cum 0.022 3112.70 68.48 (A) 9999 Plastering in cement mortar 1:4 L.S. 10.40 1.00 10.40 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0123 Mason 1st class Day 0.14 151.50 21.21 0114 Beldar Day 0.27 135.25 36.52 TOTAL 140.77 Add 1% for water charges on all except ‘A’ 0.72 TOTAL 141.49 Add 15% for contractor’s profit and overheads 10.95 on all except ‘A’ Cost of one metre 152.44 Say 152.45 17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4(1 cement: 4 coarse sand): 17.61.2 75mmdia. Code Description Unit Quantity Rate Amount Details of cost for one metre MATERIALS Cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate ) (Rate as per item no. 4.2.5) cum 0.015 3112.70 46.69 (A) 9999 Plastering in cement mortar 1:4 L.S. 7.80 1.00 7.80
- 307. 890 Code Description Unit Quantity Rate Amount 9999 Carriage of materials L.S. 3.51 1.00 3.51 LABOUR 0123 Mason 1st class Day 0.10 151.50 15.15 0114 Beldar Day 0.20 135.25 27.05 TOTAL 100.20 Add 1% for water charges on all except ‘A’ 0.54 TOTAL 100.74 Add 15% for contractor’s profit and overheads 8.11 on all except ‘A’ Cost of one metre 108.85 Say 108.85 17.61 Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifiigally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size ) including necessary plaster and pointing in cement mortar 1:4 (1 cement: 4 coarse sand): 17.61.3 50mmdia. Code Description Unit Quantity Rate Amount Details of cost for one metre MATERIALS Cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate ) (Rate as per item no. 4.2.5) cum 0.008 3 112.70 24.90 (A) 9999 Plastering in cement mortar 1:4 L.S. 5.20 1.00 5.20 9999 Carriage of materials L.S. 2.73 1.00 2.73 LABOUR 0123 Mason 1st class Day 0.07 151.50 10.60 0114 Beldar Day 0.14 135.25 18.94 TOTAL 62.37 Add 1% for water charges on all except ‘A’ 0.37 TOTAL 62.74 Add 15% for contractor’s profit and overheads 5.68 on all except ‘A’ Cost of one metre 68.42 Say 68.40 17.62 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality ) on the outside surface of the cistern flush pipe, other fittings, etc. complete for new work. Code Description Unit Quantity Rate Amount Details of cost for one cistern with fittings MATERIALS 0828 Anticorrosive bitumastic paint ( of approved litre 0.23 52.00 11.96 quality) 4202 Red oxide Zinc chromate yellow primer litre 0.20 58.00 11.60 0834 Synthetic enamel paint litre 0.40 120.00 48.00 9999 Carriage of materials L.S. 1.43 1.00 1.43 9999 Sundries (brush sand paper etc.) L.S. 6.76 1.00 6.76 LABOUR 0123 Painter Day 0.25 151.50 37.88
- 308. 891 Code Description Unit Quantity Rate Amount 0114 Beldar Day 0.50 135.25 67.62 TOTAL 185.25 Add 1% for water charges 1.85 TOTAL 187.10 Add 15% for contractor’s profit and overheads 28.06 Cost of one no. 215.16 Say 215.15 17.63 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. Code Description Unit Quantity Rate Amount Details of cost for one cistern with fittings MATERIALS 0828 Anticorrosive bitumastic paint ( of approved litre 0.23 52.00 11.96 quality) 0834 Synthetic enamel paint litre 0.20 120.00 24.00 9999 Polishing of wooden seat and cleaning of L.S. 20.67 1.00 20.67 W.C. pan with acid 9999 Sundries and carriage of materials L.S. 7.15 1.00 7.15 LABOUR 0123 Painter Day 0.20 151.50 30.30 0114 Beldar Day 0.25 135.25 33.81 TOTAL 127.89 Add 1% for water charges 1.28 TOTAL 129.17 Add 15% for contractor’s profit and overheads 19.38 Cost of one no. 148.55 Say 148.55 17.64 Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. Code Description Unit Quantity Rate Amount Details of cost for one cistern with fittings MATERIALS 0834 Synthetic enamel paint litre 0.20 120.00 24.00 9999 Sundries and carriage of materials L.S. 3.64 1.00 3.64 LABOUR 0131 Painter Day 0.09 141.60 12.74 0114 Beldar Day 0.12 135.25 16.23 TOTAL 56.61 Add 1% for water charges 0.57 TOTAL 57.18 Add 15% for contractor’s profit and overheads 8.58 Cost of one no. 65.76 Say 65.75
- 309. 892 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 17.65.1 100 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metres MATERIALS Perimeter = 3.14x 110 mm =345.71 Area 10x0.3457 = 3.46 sqm Priming coat (Rate as per item no. 13.50.3 of S.H. sqm 3.46 12.65 43.77 (A) finishing) Painting two coats with paint of any colour such as chocalate, grey or buff etc. (Rate as per item no 13.61 of S.H. finishing sqm 3.46 35.35 122.31(A) 9999 Add for delay L.S. 17.16 1.00 17.16 TOTAL 183.24 Add 1% for water charges on all except ‘A’ 0.17 TOTAL 183.41 Add 15% for contractor’s profit and overheads 2.60 on all except ‘A’ Cost of 10 metres 186.01 Cost of 1 metre 18.60 Say 18.60 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 17.65.2 75 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metres MATERIALS Perimeter = 3.14x82 mm =257.71 Area 10x0.2577 =2.577 sqm say 2.60 sq. m for outer surface Priming coat (Rate as per item no. 13.50.3 of S.H. sqm 2.60 12.65 32.89(A) finishing) Painting two coats with paint of any colour such as chocalate, grey or buff etc. (Rate as per item no 13.61.1 of S.H. finishing sqm 2.60 35.35 91.91(A) 9999 Add for delay L.S. 15.21 1.00 15.21 TOTAL 140.01 Add 1% for water charges on all except ‘A’ 0.15 TOTAL 140.16 Add 15% for contractor’s profit and overheads 2.30 on all except ‘A’ Cost of 10 metres 142.46 Cost of 1 metre 14.25 Say 14.25
- 310. 893 17.66 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc : 17.66.1 100 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metres Painting one coat with paint of any colour such as chocolate,grey or buff etc. (Rate as per item no 14.54.1) sqm 3.46 22.85 79.06 (A) 9999 Add for delay L.S. 12.22 1.00 12.22 TOTAL 91.28 Add 1% for water charges on all except ‘A’ 0.12 TOTAL 91.40 Add 15% for contractor’s profit and overheads 1.85 on all except ‘A’ Cost of 10 metres 93.25 Cost of 1 metre 9.33 Say 9.30 17.66 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc : 17.66.2 75 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metres Painting one coat with paint of any colour such as chocolate,grey or buff etc. (Rate as per item no 14.54.1) sqm 2.577 22.85 58.88 (A) 9999 Add for delay L.S. 9.49 1.00 9.49 TOTAL 68.37 Add 1% for water charges on all except ‘A’ 0.09 TOTAL 68.37 Add 15% for contractor’s profit and overheads 1.44 on all except ‘A’ Cost of 10 metres 69.90 Cost of 1 metre 6.99 Say 7.00 17.67 Repainting bath tub of size 1700x730x430mm with enamel paint. Code Description Unit Quantity Rate Amount Details of cost for one tub MATERIALS 0830 Paint of approved quality litre 0.90 115.00 103.50 9999 Sundries L.S. 6.76 1.00 6.76 LABOUR 0131 Painter Day 0.25 141.60 35.40 0115 Coolies Day 0.25 135.25 33.81 TOTAL 179.47 Add 1% for water charges 1.79 TOTAL 181.26 Add 15% for contractor’s profit and overheads 27.19 Cost of one no. 208.45 Say 208.45
- 311. 894 17.68 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat lid with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend 20mm over flow pipe with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.68.1 White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 1875 White plastic seat and lid with C.P. brass each 1.00 275.00 275.00 hinges and rubber bufers etc. 1965 White vitreous china dual prupose closet each 1.00 796.00 796.00 (anglo India W.C. pan ) 7006 10 litre white vitreous china low level flushing each 1.00 390.00 1,390.00 cistern with fittings and brackets and 40 mm porcelain enamelled flush bend 9999 20 mm G.I. over flow pipe and specials for L.S. 276.25 1.00 276.25 over flow pipe 1350 Mosquito proof coupling of approved each 1.00 23.00 23.00 municipal design 9999 Plugs, screws etc. L.S. 59.15 1.00 59.15 9999 Red lead, white lead and gaskin etc. L.S. 71.76 1.00 71.76 9999 Cement,sand and grit L.S. 118.43 1.00 118.43 9999 Carriage of materials L.S. 118.43 1.00 118.43 LABOUR 0116 Fitter Day 1.00 151.50 151.50 0123 Mason 1st class Day 1.00 151.50 151.50 0114 Beldar Day 1.00 135.25 135.25 TOTAL 3,566.27 Add 1% for water charges 35.66 TOTAL 3,601.93 Add 15% for contractor’s profit and overheads 540.29 Cost of 1 no. 4,142.22 Say 4,142.20 17.69 Providing and fixing PTMT Waste Coupling for washbasin and sink, of approved quality and colour. 17.69.1 Waste coupling 3.1 mm of 79mm length and 62mm breadth weighing not less than 45gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials : 7491 P.T.M.T. waste coupling 31/32 mm Each 1.00 45.00 45.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 65.28 Add 1% for water charges 0.65 TOTAL 65.93 Add 15% for contractor’s profit and overheads 9.89 Cost of one no. 75.82 Say 75.80
- 312. 895 17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38mm of 83mm length and 77mm breadth, weighing not less than 60gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials : 7492 P.T.M.T. waste coupling 38/40 mm Each 1.00 66.00 66.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 86.28 Add 1% for water charges 0.86 TOTAL 87.14 Add 15% for contractor’s profit and overheads 13.07 Cost of one no. 100.21 Say 100.20 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.70.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7493 P.T.M.T. bottle trap 31/32 mm Each 1.00 295.00 295.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 315.28 Add 1% for water charges 3.15 TOTAL 318.43 Add 15% for contractor’s profit and overheads 47.76 Cost of one no. 366.19 Say 366.20 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.70.2 Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 263gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials : 7494 P.T.M.T. bottle trap 38/40 mm Each 1.00 320.00 320.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 340.28 Add 1% for water charges 3.40 TOTAL 343.68 Add 15% for contractor’s profit and overheads 51.55 Cost of one no. 395.23 Say 395.25
- 313. 896 17.71 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms Code Description Unit Quantity Rate Amount Details of cost for one no. Materials : 7503 P.T.M.T. liquid shop container Each 1.00 135.00 135.00 9999 Carriage of materials and fixing charges L.S. 6.76 1.00 6.76 TOTAL 141.76 Add 1% for water charges 1.42 TOTAL 143.18 Add 15% for contractor’s profit and overheads 21.48 Cost of one no. 164.66 Say 164.65 17.72 Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7504 P.T.M.T. towel ring Each 1.00 108.00 108.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 128.28 Add 1% for water charges 1.28 TOTAL 129.56 Add 15% for contractor’s profit and overheads 19.43 Cost of one no 148.99 Say 149.00 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 17.73.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials : 7505 P.T.M.T. towel rail 18" (450mm) Each 1.00 180.00 180.00 Wooden cleates (Rate as per item no 9.32 of SH : Wood work) each 2.00 10.15 20.30(A) 0588 25 mm CP. brass screws 100 Nos 6.00 83.00 4.98 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter 2nd class Day 0.17 141.60 24.07 0114 Beldar Day 0.17 135.25 22.99 TOTAL 256.50 Add 1% for water charges on all except ‘A’ 2.36 TOTAL 258.86 Add 15% for contractor’s profit and overheads 35.78 on all except ‘A’ Cost of one no. 294.64 Say 294.65
- 314. 897 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 17.73.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7506 P.T.M.T. towel rail 24" (600mm) Each 1.00 210.00 210.00 Wooden cleats (Rate as per item no 9.32 of SH : Wood work) each 2.00 10.15 20.30(A) 0588 25 mm CP. brass screws 100 Nos 6.00 83.00 4.98 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter 2nd class Day 0.17 141.60 24.07 0114 Beldar Day 0.17 135.25 22.99 TOTAL 286.50 Add 1% for water charges on all except ‘A’ 2.66 TOTAL 289.16 Add 15% for contractor’s profit and overheads 40.33 on all except ‘A’ Cost of one no 329.49 Say 329.50 17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm widthand 36 mm height of approved quality and colour, weighing not less than 300gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7507 P.T.M.T. shelf Each 1.00 245.00 245.00 Wooden cleates (Rate as per item no 9.51 of SH : Wood work) each 2.00 10.15 20.30(A) 0588 25 mm CP. brass screws 100 Nos 6.00 83.00 4.98 9999 Carriage of materials L.S. 4.16 1.00 4.16 LABOUR 0112 Carpenter 2nd class Day 0.17 141.60 24.07 0114 Beldar Day 0.17 135.25 22.99 TOTAL 321.50 Add 1% for water charges on all except ‘A’ 3.01 TOTAL 324.51 Add 15% for contractor’s profit and overheads 45.63 on all except ‘A’ Cost of one no 370.14 Say 370.15 17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2" BSP thread and shapes, weighing not less than 60gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7508 P.T.M.T. Urinal spreader 15 mm Each 1.00 120.00 120.00 9999 Carriage of materials and fixing charges L.S. 6.76 1.00 6.76 TOTAL 126.76 Add 1% for water charges 1.27 TOTAL 128.03 Add 15% for contractor’s profit and overheads 19.20 Cost of one no 147.23 Say 147.25
- 315. 898 17.76 Providing and fixing PTMT urinal cock of approved quality and colour. 17.76.1 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48gms Code Description Unit Quantity Rate Amount Details of cost for 1 No. Materials: 7858 P.T.M.T. Urinal cock 15mm dia each 1.00 90.00 90.00 9999 Carriage of materials and fixing charges L.S. 8.06 1.00 8.06 TOTAL 98.06 Add for water charges @ 1 % 0.98 TOTAL 99.04 Add 15% for contractor’s profit and over head @ 14.86 Cost for 1 No. 113.90 Say 113.90 17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6mm, one bolts on each side of the pipe. 17.77.1 Total bracket length 580mm of approved shape and design (for single 100mm dia pipe). Code Description Unit Quantity Rate Amount Details of cost for 5 nos. MATERIALS M.S. flats 50x5mm 50x0.58= 2.90m @ 1.97 kg/metre = 5.71 kg. M.S. flats 30x1.6mm 5x0.42 = 2.10m. 0.38kg/metre = 0.80kg. Total = 6.51kg. Add wastage 5% = 0.33kg. Total = 6.86 kg. 1007 M.S.flats 6.86kg. = 0.0686 quintal quintal 0.0686 3100.00 212.66 2205 Carriage of Steel tonne 0.00686 47.29 0.32 0116 Fitter (grade 1) Day 0.033 151.50 5.00 0103 Blacksmith 2nd class Day 0.049 141.60 6.94 0114 Beldar Day 0.065 135.25 8.79 Priming coat 5x0.58x0.11 =0.32 5x0.42x0.063 =0.13 0.45sqm sqm 0.45 16.55 7.45(A) Rate as per item no 13.50.1 of SH : Finishing 9,999 Sundries L.S. 1.35 1.00 1.35 P/F expansion hold fasteners 6mm threaded dia 5x4 Nos = 20 nos. Rate asper item no. 8.8.1.1 of SH :- Marble each 20.00 16.40 328.00(B) work Total 570.51 Add 1% for water charges except on A and B 2.35 Total 572.86 Add 15% contractor profit and overhead’s except on A and B 35.61 Cost for 5 Nos. 608.47 Cost for 1 nos. 121.69 Say 121.70
- 316. 899 17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6mm, one bolts on each side of the pipe. 17.77.2 Total bracket length 810mm of approved shape and design (for two 100mm dia pipes). Code Description Unit Quantity Rate Amount Details of cost for 5 nos. MATERIALS M.S. flats 50x5mm 50x0.81= 4.05m @ 1.97 kg/ metre = 7.98 kg. M.S. flats 30x1.6mm 5x2x0.42 = 4.20m. O.38kg/metre = 1.60kg. Total = 9.58kg. Add wastage 5% = 0.48kg. Total = 10.06 kg. 1007 M.S.flats 10.06kg. = 0.1006 quintal quintal 0.1006 3 100.00 311.86 2205 Carriage of Steel tonne 0.01006 47.29 0.48 LABOUR:- 0116 Fitter (grade 1) Day 0.048 151.50 7.27 0103 Blacksmith 2nd class Day 0.072 141.60 10.20 0114 Beldar Day 0.096 135.25 12.98 Priming coat 5x0.81x0.11 =0.45 5x2x0.42x0.063 = 0.26 0.71sqm Rate as per item no 13.81.1 of SH: Finishing sqm 0.71 16.55 11.75(A) 9999 Sundries L.S. 1.98 1.00 1.98 P/F expansion hold fasteners 6mm threaded dia 5x4 Nos = 20 nos. Rate asper item no. 8.8.1.1 of SH :- Marble each 20.00 16.40 328.00(B) work Total 684.52 Add for water charges 1% except on A and B 3.45 Total 687.97 Add 15% contractor profit and overhead’s 52.23 except on A and B Cost for 5 Nos. 740.20 Cost for 1 nos. 148.04 Say 148.05 17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm xl.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6mm, one bolts on each side of the pipe.
- 317. 900 17.77.3 Total bracket length 1040mm of approved shape and design (for three 100mm dia pipes). Code Description Unit Quantity Rate Amount Details of cost for 5 nos. MATERIALS M.S. flats 50x5mm 50x1.04= 5.20m @ 1.97 kg/ metre = 10.24 kg. M.S. flats 30x1.6mm 5x3x0.42 = 6.30m. 0.38kg/metre = 2.39kg. Total = 12.63kg. Add wastage 5% = 0.63kg. Total = 13.26 kg. 1007 M.S.flats 13.26kg. = 0.1326 quintal quintal 0.1326 3100.00 411.06 2205 Carriage of Steel tonne 0.01326 47.29 0.63 LABOUR:- 0116 Fitter (grade 1) Day 0.063 151.50 9.54 0103 Blacksmith 2nd class Day 0.095 141.60 13.45 0114 Beldar Day 0.126 135.25 17.04 Priming coat 5xl.04x0.ll =0.57 5x3x0.42x0.063 = 0.40 0.97sqm Rate as per item no 13.50.1 of SH : Finishing sqm 0.97 16.55 16.05(A) 9,999 Sundries L.S. 2.60 1.00 2.60 P/F expansion hold fasteners 6mm threaded dia 5x4 Nos = 20 nos. Rate asper item no. 8.8.1.1 of SH :- Marble each 20.00 16.40 328.00(B) work Total 798.37 Add 1% for water charges 1 % except on A and B 4.54 Total 802.91 Add 15% contractor profit and overhead’s 68.83 except on A and B Cost for 5 Nos. 871.74 Cost for 1 nos. 174.35 Say 174.35
- 318. 901 SUB HEAD : 18.0 WATER SUPPLY
- 319. 903 18.1: Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80° C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall 18.1.1: 1216 (16 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8300 (A) PE-AL-PE Composit pipe 1216 (16 mm OD) pipe Metre 10.00 79.00 790.00 Add 30% for fitting and wastage etc. on (A) 237.00 9999 Cement, sand and grit L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 262.45 Add 1% for water charges 12.62 TOTAL 1 275.07 Add 15 % for contractor’s profit and overheads 191.26 Cost for 10 metre 1 466.33 Cost for 1 metre 146.63 Say 146.65 18.1 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing, this includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall 18.1.2 : 1620 (20 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8301 (A) PE-AL-PE Composit pipe 1620 (20 mm OD) Metre 10.00 97.00 970.00 Pipe Add 30% for fitting and wastage etc. on (A) 291.00 9999 Cement;sand and grit. L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.82 141.60 116.11 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 519.10 Add 1% for water charges 15.19 TOTAL 1 534.29 Add 15% for contractor’s profit and overheads 230.14 Cost for 10 metre 1 764.43 Cost for 1 metre 176.44 Say 176.45
- 320. 904 18.1 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing, this includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall 18.1.3 : 2025 (25 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8302 (A)PE-AL-PE Composit pipe 2025 (25 mm OD) Meter 10.00 126.00 1260.00 Pipe Add 30% for fitting and wasteage on (A) 378.00 9999 Cement, Sand and grit L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1918.76 Add 1 % for water charges 19.19 TOTAL 1937.95 Add 15% for contractor’s profit and overheads 290.69 Cost for 10 metre 2228.64 Cost for 1 metre 222.86 Say 222.85 18.1 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing, this includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall 18.1.4: 2532 (32 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8303 (A) PE-AL-PE Composit pressure pipe Meter 10.00 172.00 1720.00 Add 30% for fitting and wasteage on (A) 516.00 9999 Cement, sand and grit L.S. 4.16 1.00 4.16 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.98 135.25 132.54 TOTAL 2561.47 Add 1 % for water charges 25.61 TOTAL 2587.08 Add 15% for contractor’s profit and overheads 388.06 Cost for 10 metre 2975.14 Cost for 1 metre 297.51 Say 297.50
- 321. 905 18.1 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing, this includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall 18.1.5 : 3240 (40 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8304 (A) PE-AL-PE Composit pipe 3240 (40 mm OD) Metre 10.00 227.00 2 270.00 Pipe Add 30% for fittings and wastage etc on (A) 681.00 9999 Cement, sand and grit L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 3 369.01 Add 1% for water charges 33.69 TOTAL 3 402.70 Add 15% for contractor’s profit and overheads 510.40 Cost for 10 metre 3 913.10 Cost for 1 metre 391.31 Say 391.30 18.1: Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing, this includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall 18.1.6 : 4050 (50 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8305 (A)4050mm PE-AL-PE Composit pressure pipe Metre 10.00 304.00 3040.00 Add 30% for fittings and wastage etc on (A) 912.00 9999 Cement, sand and grit L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 4 370.01 Add 1% for water charges 43.70 TOTAL 4413.71 Add 15% for contractor’s profit and overheads 662.06 Cost for 10 metre 5 075.77 Cost for 1 metre 507.58 Say 507.60
- 322. 906 18.2 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows , tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work including cutting chases and making good the wall etc. 18.2.1 : 1216 (16 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8300 (A)PE-AL-PE Composit pipe 1216 (16 mm OD) Metre 10.00 79.00 790.00 Pipe Add 75% for fitting,clamps and wastage etc on (A) 592.50 Making chases upto 7.5 x 7.5 cm. in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1981.72 Add 1% for water charges on all except (B) 16.15 TOTAL 1997.87 Add 15% for contractor’s profit and overheads 244.71 on all except (B) Cost for 10 metre 2242.58 Cost for 1 metre 224.26 Say 224.25 18.2 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1 .Q0 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work including cutting chases and making good the wall etc. 18.2.2 : 1620 (20 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8301 (A)PE-AL-PE Composit pipe 1620 (20 mm OD) Metre 10.00 97.00 970.00 Pipe Add 75% for fittings, claps and wastage etc on (A) 727.50 Making chases upto 7:5 x 7.5 cm. in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50
- 323. 907 Code Description Unit Quantity Rate Amount LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 2 296.72 Add 1% for water charges on all except (B) 19.30 TOTAL 2 316.02 Add 15% for contractor’s profit and overheads 292.43 on all except (B) Cost for 10 metre 2 608.45 Cost for 1 metre 260.85 Say 260.85 18.2 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work including cutting chases and making good the wall etc. 18.2.3 : 2025 (25 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8302 (A)PE-AL-PE Composit pipe 2025 (25 mm OD) Metre 10.00 126.00 1260.00 Pipe Add 75 % for fittings clamps and wastage etc on (A) 945.00 Makings chases upto 7.5 x 7.5 cm. in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt.Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 2 804.22 Add 1% for water charges on all except (B) 24.38 TOTAL 2 828.60 Add 15% for contractor’s profit and overheads 369.32 on all except (B) Cost for 10 metre 3 197.92 Cost for 1 metre 319.79 Say 319.80
- 324. 908 18.2 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with clamps at 1.00. metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work including cutting chases and making good the wall etc. 18.2.4: 2532 (32 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8303 (A) PE-AL-PE Composit pipe 2532 (32 mm OD) Metre 10.00 172.00 1 720.00 Pipe Add 75% for fittings, clamps and wastage etc on (A) 1290.00 Making chases upto 7.5 x 7.5 cm. in walls and making good the same (B) Rate as per item no 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 3 609.22 Add 1% for water charges on all except (B) 32.43 TOTAL 3 641.65 Add 15% for contractor’s profit and overheads 491.27 on all except (B) Cost for 10 metre 4 132.92 Cost for 1 metre 413.29 Say 413.30 18.3 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80° C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge. External work 18.3.1 : 1216 (16 mm OD) pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8300 (A) PE-AL-PE Composit pipe 1216 (16 mm OD) Metre 10.00 79.00 790.00 Pipe Add 30% for fittings and wastage etc on (A) 237.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 239.28 Add 1 % for water charges 12.39 TOTAL 1 251.67 Add 15% for contractor’s profit and overheads 187.75 Cost for 10 metre 1 439.42 Cost for 1 metre 143.94 Say 143.95
- 325. 909 18.3 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 °C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge. External work External work 18.3.2 1620 (20 mm OD) pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8301 (A)PE-AL-PE Composit pipe 1620 (20 mm OD) Metre 10.00 97.00 970.00 Pipe Add 30% for fitting and wastage etc on (A) 291.00 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 473.28 Add 1% for water charges 14.73 TOTAL 1 488.01 Add 15% for contractor’s profit and overheads 223.20 Cost for 10 metre 1 711.21 Cost for 1 metre 171.12 Say 171.10 18.3. Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge. External work 18.3.3. 2025 (25 mm OD ) pipe. Code Description Unit Quantity Rate Amount Details cost for 10 metre MATERIALS 8302 (A)2025mm PE-AL-PE Composit pipe Metre 10.00 126.00 1260.00 2025 (25 mm OD) Pipe Add 30% for fittings and wastage etc on (A) 378.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 114 Beldar Day 0.66 135.25 89.26 115 Coolie Day 0.66 135.25 89.26 TOTAL 1 850.28 Add 1 % for water charges 18.50 TOTAL 1 868.78 Add 15% for contractor’s profit and overheads 280.32 Cost for 10 metre 2 149.10 Cost for 1 metre 214.91 Say 214.90
- 326. 910 18.3 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80° C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge. External work 18.3.4 : 2532 (32 mm OD ) pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8303 (A) 2532 mm PE-AL-PE Composit Metre 10.00 172.00 1720.00 pressure pipe Add 30% for fittings and wastage etc. on (A) 516.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 2 448.28 Add 1 % for water charges 24.48 TOTAL 2 472.76 Add 15% for contractor’s profit and overheads 370.91 Cost for 10 metre 2 843.67 Cost for 1 metre 284.37 Say 284.35 18.3 Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80° C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees. reducers, couplers & connectors etc. with trenching^refilling and testing of joints complete as per direction of the engineer in charge. External work 18.3.5: 3240 (40 mm OD ) pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8304 (A) PE-AL-PE Composit pipe 3240 Metre 10.00 227.00 2 270.00 (40 mm OD) Pipe Add 30% for fittings and wastage etc on(A) 681.00 LABOUR 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 3 198.39 Add 1 % for water charges 31.98 TOTAL 3 230.37 Add 15% for contractor’s profit and overheads 484.56 Cost for 10 metre 3 714.93 Cost for 1 metre 371.49 Say 371.50
- 327. 911 18.3 : Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80° C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows ,tees ,reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge. External work External work 18.3.6: 4050 (50 mm OD ) pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8305 (A) 4050mm PE-Al-PE Composit pressure pipe Metre 10.00 304.00 3040.00 Add 30% for fittings and wastage etc on (A) 912.00 LABOUR 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 4 199.39 Add 1 % for water charges 41.99 TOTAL 4 241.38 Add 15% for contractor’s profit and overheads 636.21 Cost for 10 metre 4 877.59 Cost for 1 metre 487.76 Say 487.75 18.4 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work- exposed on wall) 18.4.1 PN-16 Pipe, 16 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metrg MATERIALS 8625 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) metre 10.00 29.00 290.00 16mm outer dia Add 30% for fittings and wastage etc on (A) 87.00 9999 Cement, sand and grit L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 612.45 Add 1% for water charges 6.12 TOTAL 618.57 Add 15% for contractor’s profit and overheads 92.79 Cost for 10 metre 711.36 Cost for 1 metre 71.14 Say 71.15
- 328. 912 18.4 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work - exposed on wall) 18.4.2 : PN-16 Pipe, 20 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8626 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) metre 10.00 44.00 440.00 20 mm outer dia Add 30% for fittingsand wastage etc on (A) 132.00 9999 Cement, sand and grit L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.82 141.60 116.11 0114 Beldar Day 0.66 135.25 89.26 TOTAL 830.10 Add 1% for water charges 8.30 TOTAL 838.40 Add 15% for contractor’s profit and overheads 125.76 Cost for 10 metre 964.16 Cost for 1 metre 96.42 Say 96.40 18.4 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work - exposed on wall) 18.4.3 : PN - 16 Pipe, 25 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8627 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) metre 10.00 68.00 680.00 25 mm outer dia. Add 30% for fitting and wastage etc on (A) 204.00 9999 Cement, sand and grit L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 164.76 Add 1 % for water charges 11.65 TOTAL 1 176.41 Add 15% for contractor’s profit and overheads 176.46 Cost for 10 metre 1 352.87 Cost for 1 metre 135.29 Say 135.30
- 329. 913 18.4 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clampsat 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work - exposed on wall) 18.4.4 : PN-16 Pipe, 32 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8628 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 32 mm metre 10.00 111.00 1110.00 outer dia. Add 30% for fitting and wastage etc on (A) 333.00 9999 Cement, sand and grit L.S. 4.16 1.00 4.16 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.98 135.25 132.54 TOTAL 1 768.47 Add 1 % for water charges 17.68 TOTAL 1 786.15 Add 15% for contractor’s profit and overheads 267.92 Cost for 10 metre 2 054.07 Cost for 1 metre 205.41 Say 205.40 18.4 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work - exposed on wall) 18.4.5 : PN-16 Pipe, 40 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8629 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 40 mm metre 10 176.00 1760.00 outer dia Add 30% fittings wastage etc on (A) 528.00 9999 Cement sand and grit L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 2 706.01 Add 1% for water charges 27.06 TOTAL 2 733.07 Add 15% for contractor’s profit and overheads 409.96 Cost for 10 metre 3 143.03 Cost for 1 metre 314.30 Say 314.30
- 330. 914 18.4 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work - exposed on wall) 18.4.6 : PN- 16 Pipe, 50 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8630 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 50 mm metre 10 257.00 2 570.00 outer dia Add 30% for fittings and wastage etc on (A) 771.00 9999 Cement, sandand grit L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 3 759.01 Add 1 % for water charges 37.59 TOTAL 3 796.60 Add 15% for contractor’s profit and overheads 569.49 Cost for 10 metre 4 366.09 Cost for 1 metre 436.61 Say 436.60 18.5 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Chajge. (Concealed work including cutting chases and making good the walls etc.,) 18.5.1 PN- 16 Pipe, 16 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8625 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 16 mm metre 10.00 29.00 440.00 outer dia Add 75% for fitting clamps and wastage etc on (A) 217.50 Making chases upto 7.5 x 7.5 cm. in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1106.72 Add 1% for water charges on all except (B) 7.40 TOTAL 1114.12 Add 15% for contractor’s profit and overheads 112.14 on all except (B) Cost for 10 metre 1226.26 Cost for 1 metre 122.63 Say 122.65
- 331. 915 18.5 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.5.2: PN-16 Pipe, 20 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8626 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 20 mm metre 10.00 44.00 440.00 outer dia Add 75% for fitting, clamps and wastage etc on (A) 330.00 Making chase upto 7.5 x 7.5 cm. in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1369.22 Add 1% for water charges on all except (B) 10.03 TOTAL 1379.25 Add 15% for contractor’s profit and overheads 151.91 on all except (B) Cost for 10 metre 1531.16 Cost for 1 metre 153.12 Say 153.10 18.5 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.5.3 : PN-16 Pipe, 25 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8627 (A) 3 layer PP-R pipe (PN-16/SPR 7.4) 25 mm metre 10.00 68.00 680.00 quter dia Add 75 % for fittings clamps and wastage etc on(A) 832.50 Making chases upto 7.5 x 7.5 cm! in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1789.22 Add 1% for water charges on all except (B) 14.23 TOTAL 1803.45 Add 15% for contractor’s profit and overheads 215.54 on all except (B) Cost for 10 metre 2018.99 Cost for 1 metre 201.90 Say 201.90
- 332. 916 18.5 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.5.4 : PN-16 Pipe, 32 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8628 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 32 mm metre 10.00 111.00 1 110.00 outer dia Making haseiupto 7.5 x 7.5 cm. in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 OH4 Beldar Day 0.66 135.25 89.26 TOTAL 2 541.72 Add 1 % for water charges on all except (B) 21.75 TOTAL 2 563.47 Add 15% for contractor’s profit and overheads 329.55 on all except (B) Cost for 10 metre 2 893.02 Cost for 1 metre 289.30 Say 289.30 18.6 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching .refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.1 : PN-16 Pipe, 16 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8625 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 16 mm metre 10.00 29.00 290.00 outer dia Add 30% for fittings and wastage etc on (A) 87.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 589.28 Add 1% for water charges 5.89 TOTAL 595.17 Add 15% for contractor’s profit and overheads 89.28 Cost for 10 metre 684.45 Cost for 1 metre 68.45 Say 68.45
- 333. 917 18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.2 : PN-16 Pipe, 20 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8626 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 20 mm metre 10.00 44.00 440.00 outer dia Add 30 % for fittings and wastage etc on (A) 132.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 784.28 Add 1 % for water charges 7.84 TOTAL 792.12 Add 15% for contractor’s profit and overheads 118.82 Cost for 10 metre 910.94 Cost for 1 metre 91.09 Say 91.10 18.6 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.3: PN - 16 Pipe, 25 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8627 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 25 mm metre 10.00 68.00 680.00 outer dia Add 30% for fitting and wastage etc on (A) 204.00 LABOUR 0116 Fitter Day 0.12 151.50 18.18 0114 Beldar Day 0.25 135.25 33.81 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 114.51 Add 1% for water charges 11.15 TOTAL 1 125.66 Add 15% for contractor’s profit and overheads 168.85 Cost for 10 metre 1 294.51 Cost for 1 metre 129.45 Say 129.45
- 334. 918 18.6: Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.4 : PN-16 Pipe, 32 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8628 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 32 mm metre 10.00 111.00 1 110.00 Add 30% for fitting and wastage etc on (A) 333.00 LABOUR 0116 Fitter Day 0.12 151.50 18.18 0114 Beldar Day 0.25 135.25 33.81 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 673.51 Add 1% for water charges 16.74 TOTAL 1 690.25 Add 15% for contractor’s profit and overheads 253.54 Cost for 10 metre 1 943.79 Cost for 1 metre 194.38 Say 194.40 18.6 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.5 : PN-16 Pipe, 40 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8629 (A) 3 1ayer PP-R pipe(PN-16/SDR7.4) 40mm metre 10.00 176.00 1 760.00 outer dia Add 30% for fitting and wastage etc on (A) 528.00 LABOUR 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 2 535.39 Add 1% for water charges 25.35 TOTAL 2 560.74 Add 15% for contractor’s profit and overheads 384.11 Cost for 10 metre 2 944.85 Cost for 1 metre 294.49 Say 294.50
- 335. 919 18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching Refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.6 : PN - 16 Pipe, 50 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8630 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 50 mm metre 10.00 257.00 2 570.00 quter dia Add 30% for fitting and wastage etc on (A) 771.00 LABOUR 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 3 588.39 Add 1 % for water charges 35.88 TOTAL 3 624.27 Add 15% for contractor’s profit and overheads 543.64 Cost for 10 metre 4 167.91 Cost for 1 metre 416.79 Say 416.80 18.6: Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.7: PN - 16 Pipe, 63mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8631 (A) 3 layer PP-R pipe (PN-16/SPR 7.4) 63 mm metre 10.00 400.00 4 000.00 outer dia Add 30% for fitting and wastage etc on (A) 1200.00 LABOUR 0116 Fitter Day 0.25 151.50 37.88 0114 Beldar Day 0.66 135.25 89.26 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 5 505.66 Add 1% for water charges 55.06 TOTAL 5560.72 Add 15% for contractor’s profit and overheads 834.11 Cost for 10 metre 6 394.83 Cost for 1 metre 639.48 Say 639.50
- 336. 920 18.6 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.8 : PN - 16 Pipe, 75 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8632 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 75 mm Metre 10.00 575.00 5750.00 outer dia Add 30% for fitting and wastage etc on (A) 1725.00 LABOUR 0116 Fitter Day 0.25 151.50 37.88 0114 Beldar Day 0.66 135.25 89.26 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 7 780.66 Add 1% for water charges 77.81 TOTAL 7 858.47 Add 15 % for contractor’s profit and overheads 1 178.77 Cost for 10 metre 9 037.24 Cost for 1 metre 903.72 Say 903.70 18.6 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.9 : PN - 16 Pipe, 90 mm OD Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8633 (A) 3 layer PP-R pipe (PN-16/SDR 7.4) 90 mm metre 10.00 917.00 9170.00 outer dia Add 30% for fitting and wastage etc on (A) 2751.00 LABOUR 0116 Fitter Day 0.37 151.50 56.06 0114 Beldar Day 0.97 135.25 131.19 Trenching and refilling etc. 0114 Beldar Day 0.80 135.25 108.20 0115 Coolie Day 0.80 135.25 108.20 TOTAL 12 324.65 Add 1% for water charges 123.25 TOTAL 12 447.90 Add 15% for contractor’s profit and overheads 1 867.18 Cost for 10 metre 14 315.08 Cost for 1 metre 1 431.51 Say 1431.50
- 337. 921 18.6 : Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply including all PP - R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.10: PN - 10 Pipe, 110 mm OD (SDR - 11) Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8634 (A) 3 layer PP-R pipe (PN-16/SDR 7.4)110 mm metre 10.00 962.00 9 620.00 outer dia Add 30% for fitting and wastage etc on (A) 2886.00 LABOUR 0116 Fitter Day 0.37 151.50 56.06 0114 Beldar Day 0.97 135.25 131.19 Trenching and refilling etc. 0114 Beldar Day 0.80 135.25 108.20 0115 Coolie Day 0.80 135.25 108.20 TOTAL 12 909.65 Add 1% for water charges 129.10 TOTAL 13 038.75 Add 15% for contractor’s profit and overheads 1955.81 Cost for 10 metre 14 994.56 Cost for 1 metre 1 499.46 Say 1 499.45 18.6 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 U V stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 18.6.11 PN-10 Pipe, 160 mm OD (SDR- 11) Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8635 (A) 3 layer PP-R pipe (PN-16/SDR7.4) 160 mm metre 10.00 2 028.00 20 280.00 outer dia Add 30% for fitting and wastage etc on (A) 6084.00 LABOUR 0116 Fitter Day 0.58 151.50 87.87 0114 Beldar Day 1.54 135.25 208.28 Trenching and refilling etc. 0114 Beldar Day 1.28 135.25 162.30 0115 Coolie Day 1.20 135.25 162.30 TOTAL 26 984.75 Add 1 % for water charges 269.85 TOTAL 27 254.60 Add 15% for contractor’s profit and overheads 4 088.19 Cost for 10 metre 31 342.79 Cost for 1 metre 3 134.28 Say 3 134.30
- 338. 922 18.7 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 18.7.1: 15 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8636 (A) 15 mrnputer dia CPVCpipe metre 10.00 45.00 450.00 Add 30% for fitting and wastage etc on (A) 135.00 9999 Cement, sand and grit etc. L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0 117 Asstt. Fitter Day 0.82 141.60 116.11 0114 Beldar Day 0.66 135.25 89.26 TOTAL 843.10 Add 1% for water charges 8.43 TOTAL 851.53 Add 15% for contractor’s profit and overheads 127.73 Cost for 10 metre 979.26 Cost for 1 metre 97.93 Say 97.95 18.7 Providing and fixing Chlorinated Poly vinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 18.7.2 20 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8637 (A) 20 mm outer dia CPVC pipe , metre 10.00 55.00 780.00 Add 30% for fitting and wastage etc on (A) 165.00 9999 Cement, sand and grit etc. L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.66 135.25 89.26 TOTAL 995.76 Add 1% for water charges 9.96 TOTAL 1 005.72 Add 15% for contractor’s profit and overheads 150.86 Cost for 10 metre 1 156.58 Cost for 1 metre 115.66 Say 115.65
- 339. 923 18.7: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge, (Internal work- Exposed on wall) 18.7.3 : 25 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8638 (A) 25mm outer dia CPVC pipe metre 10.00 78.00 780.00 Add 30% for fitting and wastage etc on (A) 234.00 9999 Cement, sand & grit etc. L.S 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 294.76 Add 1% for water charges 12.95 TOTAL 1 307.71 Add 15% for contractor’s profit and overheads 196.16 Cost for 10 metre 1 503.87 Cost for 1 metre 150.39 Say 150.40 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 18.7.4 32 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8639 (A) 32mm outer dia CPVC pipe metre 10.00 105.00 1 050.00 Add 30% for fitting and wastage etc on (A) 315.00 9999 Cement, sanaand gritetcai L.S. 4.16 1.00 4.16 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.98 135.25 132.54 TOTAL 1 690.47 Add 1 % for water charges 16.90 TOTAL 1 707.37 Add 15% for contractor’s profit and overheads 256.11 Cost for 10 metre 1 963.48 Cost for 1 metre 196.35 Say 196.35
- 340. 924 18.7 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 18.7.5: 40 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8640 (A) 40 mm outer dia CPVC Pipe metre 10.00 150.00 1500.00 Add 30% for fitting and wastage etc on (A) 450.00 9999 Cement, sand & grit L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 2 368.01 Add 1 % for water charges 23.68 TOTAL 2 391.69 Add15% for contractor’s profit and overheads 358.75 Cost for 10 metre 2 750.44 Cost for 1 metre 275.04 Say 275.05 18.7 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall) 18.7.6: 50 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8641 (A) 50mm outer dia CPVC pipe metre 10.00 245.00 2450.00 Add 30% for fitting and wastage etc on (A) 735.00 9999 Cement sand and :grit etc L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0 117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 3 603.01 Add 1% for water charges 36.03 TOTAL 3 639.04 Add 15% for contractor’s profit and overheads 545.86 Cost for 10 metre 4 184.90 Cost for 1 metre 418.49 Say 418.50
- 341. 925 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.8.1: 15 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8636 (A) 15 mmouter dia CPVC Pipe metre 10.00 45.00 450.00 Add 75% for fitting and wastage etc on (A) 337.50 Making chases upto 7.5x7.5 cm.in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 386.72 Add 1% for water charges on all except (B) 10.20 TOTAL 1 396.92 Add 15% for contractor’s profit and overheads 154.56 on all except (B) Cost for 10 metre 1 551.48 Cost for 1 metre 155.15 Say 155.15 18.8 : Providing and fixing Chlorinated Poly vinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.8.2 : 20 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8637 (A) 20 mm outerdia CPVC pipe metre 10.00 55.00 550.00 Add 75% for fitting and wastage etc on (A) 412.50 Making chases upto 7.5x7.5 cm in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 561.72
- 342. 926 Code Description Unit Quantity Rate Amount Add 1 % for water charges on all except (B) 11.95 TOTAL 1 573.67 Add 15% for contractor’s profit and overheads 181.08 on all except (B) Cost for 10 metre 1 754.75 Cost for 1 metre 175.48 Say 175.50 18.8 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.8.3 : 25 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8638 (A) 25 mm outerdia CPVC metre 10.00 78.00 780.00 Add 75% for fitting and wastage etc on (A) 585.00 Making chases upto 7.5x7.5 cm in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 964.22 Add 1 % for water charges on all except (B) 15.98 TOTAL 1 980.20 Add 15% for contractor’s profit and overheads 242.06 on all except (B) Cost for 10 metre 2 222.26 Cost for 1 metre 222.23 Say 222.25
- 343. 927 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 18.8.4 32 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8639 (A) 32 mm outer dia CPVC pipe metre 10.00 105.00 1 050.00 Add 75% for fillings clamps, wastage etc. on (A) 787.50 Making chases upto 7.57.5 cm in walls and making good the same (B) Rate as per item no. 18.78 metre 10.00 36.65 366.50 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 2 436.72 Add 1% for water charges on all except (B) 20.70 TOTAL 2 457.42 Add 15% for contractor’s profit and overheads 313.64 on all except (B) Cost for 10 metre 2 771.06 Cost for 1 metre 277.11 Say 277.10 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.1 15 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8636 (A) 15 mm outer dia CPVC pipe metre 10.00 45.00 450.00 Add 30% for fillings and wastage etc. on (A) 135.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 0114 Belder Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 797.28 Add 1% for water charges 7.97 TOTAL 805.25 Add 15% for contractor’s profit and overheads 120.79 Cost for 10 metre 926.04 Cost for 1 metre 92.60 Say 92.60
- 344. 928 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.2 20 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8637 (A) 20 mm outer dia CPVC pipe metre 10.00 55.00 550.00 Add 30% for fillings and wastage etc. on (A) 165.00 LABOUR 0116 Fitter Day 0.08 151.50 12.12 0114 Belder Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 927.28 Add 1% for water charges 9.97 TOTAL 936.55 Add 15% for contractor’s profit and overheads 140.48 Cost for 10 metre 1 077.03 Cost for 1 metre 107.70 Say 107.70 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.3 25 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8638 (A) 25 mm nominal outer dia CPVC pipe metre 10.00 78.00 780.00 Add 30% for fillings and wastage etc. on (A) 234.00 LABOUR 0116 Fitter Day 0.12 151.50 18.18 0114 Beldar Day 0.25 135.25 33.81 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 244.51 Add 1% for water charges 12.45 TOTAL 1 256.96 Add 15% for contractor’s profit and overheads 188.54 Cost for 10 metre 1 445.50 Cost for 1 metre 144.55 Say 144.55
- 345. 929 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.4 32 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8639 (A) 32 mm outer dia CPVC pipe metre 10.00 105.00 1 050.00 Add 30% for fillings and wastage etc. on (A) 315.00 LABOUR 0116 Fitter Day 0.12 151.50 18.18 0114 Beldar Day 0.25 135.25 33.81 Trenching and refilling etc. 0 114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 595.51 Add 1% for water charges 15.96 TOTAL 1 611.47 Add 15% for contractor’s profit and overheads 241.72 Cost for 10 metre 1 853.19 Cost for 1 metre 185.32 Say 185.30 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.5 40 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8640 (A) 40mm outer dia CPVC pipe metre 10.00 150.00 1 500.00 Add 30% for fillings and wastage etc. on (A) 450.00 LABOUR 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 2 197.39 Add 1% for water charges 21.97 TOTAL 2 219.36 Add 15% for contractor’s profit and overheads 332.90 Cost for 10 metre 2 552.26 Cost for 1 metre 255.23 Say 255.25
- 346. 930 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching .refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.6 50 mm nominal outer dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8641 (A) 50mm outer dia CPVC pipe metre 10.00 245.00 2 450.00 Add 30% for fillings and wastage etc. on (A) 735.00 LABOUR 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 3 432.39 Add 1% for water charges 34.32 TOTAL 3 466.71 Add 15% for contractor’s profit and overheads 520.01 Cost for 10 metre 3 986.72 Cost for 1 metre 398.67 Say 398.65 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.7 62.50 mm nominal inner dia Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8642 (A) Chlorinated polyvinyl- chloride (CPVC) pipe metre 10.00 783.00 7 830.00 62.5 mm inner dia. Add 30% for fillings and wastage etc. on (A) 2349.00 LABOUR 0116 Fitter Day 0.25 151.50 37.88 0114 Beldar Day 0.66 135.25 89.26 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 10 484.66 Add 1% for water charges 104.85 TOTAL 10 589.51 Add 15% for contractor’s profit and overheads 1 588.43 Cost for 10 metre 12 177.94 Cost for 1 metre 1 217.79 Say 1 217.80
- 347. 931 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.8 75 mm nominal inner dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8643 (A) Chlorinated polyvinyl- chloride (CPVC) pipe metre 10.00 1 030.00 1 0,300.00 75 mm inner dia. Add 30% for fillings and wastage etc. on (A) 3090.00 LABOUR 0116 Fitter Day 0.25 151.50 37.88 0114 Beldar Day 0.66 135.25 89.26 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 13 695.66 Add 1 % for water charges 136.96 TOTAL 13 832.62 Add 15% for contractor’s profit and overheads 2 074.89 Cost for 10 metre 15 907.51 Cost for 1 metre 1 590.75 Say 1 590.75 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching .refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.9 100mm nominal inner dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8644 (A)Chlorinated Polyvinyl - chloride (CPVC) pipe metre 10.00 1 430.00 14 300.00 100 mm inner dia. Add 30% for fillings and wastage etc. on (A) 4290.00 LABOUR 0116 Fitter Day 0.37 151.50 56.06 0114 Beldar Day 0.97 135.25 131.19 Trenching and refilling etc. 0114 Beldar Day 0.80 135.25 108.20 0115 Coolie Day 0.80 135.25 108.20 TOTAL 18 993.65 Add 1 % for water charges 189.94 TOTAL 19 183.59 Add 15% for contractor’s profit and overheads 2 877.54 Cost for 10 metre 22 061.13 Cost for 1 metre 2 206.11 Say 2 206.10
- 348. 932 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 18.9.10 150 mm nominal inner dia .Pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 8645 (A)Chlorinated Polyvinyl-chloride (CPVC) pipe metre 10.00 2 490.00 24 900.00 150 mm inner dia. Add 30% for fillings and wastage etc. on (A) 7470.00 LABOUR 0116 Fitter Day 0.58 151.50 87.87 0114 Beldar Day 1.54 135.25 208.28 Trenching and refilling etc. 0114 Beldar Day 1.20 135.25 162.30 0115 Coolie Day 1.20 135.25 162.30 TOTAL 32 990.75 Add 1 % for water charges 329.91 TOTAL 33 320.66 Add 15% for contractor’s profit and overheads 4 998.10 Cost for 10 metre 38 318.76 Cost for 1 metre 3 831.88 Say 3 831.90 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall : 18.10.1 15 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1545 (A) 15 mm dia G.I. Pipe metre 11.50 58.00 667.00 2271 (B) Carriage of pipe approx weight of tonne 0.014145 47.29 0.67 10m = 12.30 kg Added 15% for fittings and wastage on A & B 9999 White lead, hemp, oil etc. L.S. 8.06 1.00 8.06 9999 Cement, sand and grit etc. L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 911.18 Add 1 % for water charges 9.11 TOTAL 920.29 Add 15% for contractor’s profit and overheads 138.04 Cost for 10 metre 1 058.33 Cost for 1 metre 105.83 Say 105.85
- 349. 933 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall: 18.10.2 20 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1546 (A) 20 mm dia G.I. Pipe metre 11.50 77.00 885.50 2271 (B) Carriage of pipe approx weight of tonne 0.018285 47.29 0.86 10m = 15.90 kg Added 15% for fittings and wastage inf (A & B) 9999 White lead, hemp, oil etc. L.S. 8.06 1.00 8.06 9999 Cement, sand and grit etc. L.S. 2.73 1.00 2.73 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.82 141.60 116.11 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 152.52 Add 1 % for water charges 11.53 TOTAL 1 164.05 Add 15% for contractor’s profit and overheads 174.61 Cost for 10 metre 1 338.66 Cost for 1 metre 133.87 Say 133.85 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall: 18.10.3 25 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1547 (A) 25 mm dia G.I. Pipe metre 11.50 109.00 1 253.50 2271 (B) Carriage of pipe approx weight of tonne 0.02829 47.29 1.34 10m = 24.60 kg Added 15% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 9.49 1.00 9.49 9999 Cement, sand and grit etc. L.S. 4.16 1.00 4.16 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 546.52 Add 1 % for water charges 15.47 TOTAL 1 561.52 Add 15% for contractor’s profit and overheads 234.30 Cost for 10 metre 1 796.29 Cost for 1 metre 179.63 Say 179.65
- 350. 934 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall : 18.10.4 32 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1548 (A) 32 mm dia G.I. Pipe metre 11.50 140.00 1610.00 2271 (B) Carriage of pipe approx weight of tonne 0.036455 47.29 1.72 10m = 31.70 kg Added 15% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 9.49 1.00 9.49 9999 Cement, sand and grit etc. L.S. 4.16 1.00 4.16 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 0.98 141.60 138.77 0114 Beldar Day 0.98 135.25 132.54 TOTAL 1 946.68 Add 1 % for water charges 19.47 TOTAL 1 966.15 Add 15% for contractor’s profit and overheads 294.92 Cost for 10 metre 2 261.07 Cost for 1 metre 226.11 Say 226.10 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall: 18.10.5 40 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1549 (A) 40 mm dia G.I. Pipe metre 11.50 160.00 1 840.50 2271 (B) Carriage of pipe approx weight of tonne 0.041975 47.29 1.98 10m = 36.50 kg Added 15% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 13.52 1.00 13.52 9999 Cement, sand and grit etc. L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.31 141.60 185.50 0114 Beldar Day 1.31 135.25 177.18 TOTAL 2 273.51 Add 1% for water charges 22.74 TOTAL 2 296.25 Add 15% for contractor’s profit and overheads 344.44 Cost for 10 metre 2 640.69 Cost for 1 metre 264.07 Say 264.05 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall: 18.10.6 50 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1550 (A) 50 mm dia G.I. Pipe metre 11.50 211.00 2 426.50 2271 (B) Carriage of pipe approx weight of tonne 0.059455 47.29 2.81 10m = 51.70 kg Added 15% for fittings and wastage in (A & B)
- 351. 935 Code Description Unit Quantity Rate Amount 9999 White lead, hemp, oil etc. L.S. 13.52 1.00 13.52 9999 Cement, sand and grit etc. L.S. 5.33 1.00 5.33 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. Fitter Day 1.64 141.60 232.22 0114 Beldar Day 1.64 135.25 221.81 TOTAL 2 952.19 Add 1% for water charges 29.52 TOTAL 2 981.71 Add15% for contractor’s profit and overheads 447.26 Cost for 10 metre 3 428.97 Cost for 1 metre 342.90 Say 342.90 18.11 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 18.11.1 15 mm dia nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1545 (A) 15 mm dia G.I. Pipe metre 11.50 58.00 667.00 2271 (B) Carriage of pipe approx weight of tonne 0.014145 47.29 0.67 10m = 12.30 kg Added 15% for fittings and wastage inf (A & B) 9999 White lead, hemp, oil etc. L.S. 8.06 1.00 8.06 Painting G.I. pipe with anti-corrosive bitumastic paint two or more coats (C) (Rate same as per item no. 18.40.1 metre 10.00 2.60 26.00 Making chases upto 7.5x7.5cm in walls and making good the same (D) Rate as per item no. 18.78 metre 10.00 36.65 366.50 Labour :- 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 300.95 Add for water charges @ 1% on all except 9.08 C+D TOTAL 1 310.03 Add for contractor’s profit & overheads @ 137.63 15 % on all except C+D Cost for 10 metre 1 447.66 Cost for 1 metre 144.77 Say 144.75 18.11 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall 18.11.2 20 mm dia nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1546 (A) 20 mm dia G.I. Pipe metre 11.50 77.00 885.50 2271 (B) Carriage of pipe approx weight of tonne 0.014145 47.29 0.86 10m = 12.30 kg Added 15% for fittings and wastage inf (A & B)
- 352. 936 Code Description Unit Quantity Rate Amount 9999 White lead, hemp, oil etc. L.S. 8.06 1.00 8.06 Painting G.I. pipe with anti-corrosive bitumastic paint two or more coats (C) (Rate same as per item no. 18.40.1 metre 10.00 2.60 26.00 Making chases upto 7.5x7.5cm in walls and making good the same (D) (Rate as per item no. 18.78 metre 10.00 36.65 366.50 Labour :- 0116 Fitter Day 0.33 151.50 50.00 0117 Asstt. fitter Day 0.66 141.60 93.46 0114 Beldar Day 0.66 135.25 89.26 TOTAL 1 519.64 Add for water charges @ 1% on all except 11.27 C+D TOTAL 1 530.91 Add for contractor’s profit & overheads @ 170.76 15 % on all except C+D Cost for 10 metre 1 701.67 Cost for 1 metre 170.17 Say 170.15 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work): 18.12.1 15 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1545 (A) 15 mm dia G.I. Pipes metre 10.20 58.00 591.60 2271 (B) Carriage of pipe approx weight of tonne 0.012546 47.29 0.59 10m = 12.30 kg Added 20% for fittings and wastage inf (A & B) 9999 White lead, hemp, oil etc. L.S. 5.33 1.00 5.33 Labour :- 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 809.80 Add 1% for water charges 8.10 TOTAL 817.90 Add 15% for contractor’s profit and overheads 122.68 Cost for 10 metre 940.58 Cost for 1 metre 94.06 Say 94.05 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work): 18.12.2 20 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1546 (A) 20 mm dia G.I. Pipes metre 10.20 77.00 785.40 2271 (B) Carriage of pipe approx weight of tonne 0.016218 47.29 0.77 10m = 12.30 kg Added 20% for fittings and wastage in (A & B)
- 353. 937 Code Description Unit Quantity Rate Amount 9999 White lead, hemp, oil etc. L.S. 5.33 1.00 0.59 Labour :- 0116 Fitter Day 0.08 151.50 12.12 0114 Beldar Day 0.16 135.25 21.64 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 003.78 Add 1% for water charges 10.04 TOTAL 1 013.82 Add 15% for contractor’s profit and overheads 152.07 Cost for 10 metre 1 165.89 Cost for 1 metre 116.59 Say 116.60 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work): 18.12.3 25 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1547 (A) 25 mm dia G.I. Pipes metre 10.20 109.00 1 111.80 2271 (B) Carriage of pipe approx weight of tonne 0.025092 47.29 1.19 10m = 24.60 kg Added 2% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 6.76 1.00 6.67 Labour :- 0116 Fitter Day 0.12 151.50 18.18 0114 Beldar Day 0.25 135.25 33.81 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 350.26 Add 1% for water charges 13.50 TOTAL 1 363.76 Add 15% for contractor’s profit and overheads 204.56 Cost for 10 metre 1 568.32 Cost for 1 metre 156.83 Say 156.85 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work): 18.12.4 32 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1548 (A) 32 mm dia G.I. Pipes metre 10.20 140.00 1 428.00 2271 (B) Carriage of pipe approx weight of tonne 0.032334 47.29 1.53 10m = 31.70 kg Added 2% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 6.76 1.00 6.76 Labour :- 0116 Fitter Day 0.12 151.50 18.18 0114 Beldar Day 0.25 135.25 33.81 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26
- 354. 938 Code Description Unit Quantity Rate Amount 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 666.80 Add 1% for water charges 16.67 TOTAL 1 683.47 Add 15% for contractor’s profit and overheads 252.52 Cost for 10 metre 1 935.99 Cost for 1 metre 193.60 Say 193.60 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work): 18.12.5 40 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1549 (A) 40 mm dia G.I. Pipes metre 10.20 160.00 1 632.00 2271 (B) Carriage of pipe approx weight of tonne 0.03723 47.29 1.76 10m = 36.50 kg Added 2% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 9.49 1.00 9.49 Labour :- 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 1 890.64 Add 1% for water charges 18.91 TOTAL 1 909.55 Add 15% for contractor’s profit and overheads 286.43 Cost for 10 metre 2 195.98 Cost for 1 metre 219.60 Say 219.60 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching an d refilling etc. (external work): 18.12.6 50 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1550 (A) 50 mm dia G.I. Pipes metre 10.20 211.00 2 152.00 2271 (B) Carriage of pipe approx weight of tonne 0.05273 47.29 2.49 10m = 51.70 kg Added 2% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 9.49 1.00 9.49 Labour :- 0116 Fitter Day 0.16 151.50 24.24 0114 Beldar Day 0.33 135.25 44.63 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 2 411.57 Add 1% for water charges 24.12 TOTAL 2 435.69 Add 15% for contractor’s profit and overheads 365.35 Cost for 10 metre 2 801.04 Cost for 1 metre 280.10 Say 280.10
- 355. 939 18.12 Providing and fixing G.I. pipes complete with G.I. fittingsincluding trenching an d refilling etc. (external work): 18.12.7 65 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1551 (A) 65 mm dia G.I. Pipes metre 10.20 269.00 2 743.80 2271 (B) Carriage of pipe approx weight of tonne 0.067626 47.29 3.20 10m = 66.30 kg Added 2% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 13.52 1.00 13.52 Labour :- 0116 Fitter Day 0.25 151.50 37.88 0114 Beldar Day 0.66 135.25 89.26 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 3 066.18 Add 1% for water charges 30.66 TOTAL 3 096.84 Add 15% for contractor’s profit and overheads 464.53 Cost for 10 metre 3 561.37 Cost for 1 metre 356.14 Say 356.15 18.12 Providing and fixing G.I. pipes complete with G.I. fittingsincluding trenching an d refilling etc. (external work): 18.12.8 80 mm dia. nominal bore Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1552 (A) 80 mm dia G.I. Pipes metre 10.20 355.00 3 621.00 2271 (B) Carriage of pipe approx weight of tonne 0.088128 47.29 4.17 10m = 86.40 kg Added 2% for fittings and wastage in (A & B) 9999 White lead, hemp, oil etc. L.S. 13.52 1.00 13.52 Labour :- 0116 Fitter Day 0.25 151.50 37.88 0114 Beldar Day 0.66 135.25 89.26 Trenching and refilling etc. 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.66 135.25 89.26 TOTAL 3 944.35 Add 1% for water charges 39.44 TOTAL 3 983.79 Add 15% for contractor’s profit and overheads 597.57 Cost for 10 metre 4 581.36 Cost for 1 metre 458.14 Say 458.15
- 356. 940 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.13.1 25 to 40 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one connection. Take 25mm dia as an average size. Materials:- 1608 G.I. Tee 25 mm dia each 1.00 38.00 38.00 1555 G.L. jam nut 25mm each 1.00 5.00 5.00 9999 Carriage of materials and sundries L.S. 5.33 1.00 5.33 Labour :- 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 142.96 Add 1 % for water charges 1.43 TOTAL 144.39 Add 15% for contractor’s profit and overheads 21.66 Cost for one connection 166.05 Say 166.05 18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.13.2 50 to 80 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one connection. Take 65mm dia as an average size. Materials:- 1612 G.I. Tee 25 mm dia each 1.00 215.00 215.00 1559 G.I. jam nut 65mm each 1.00 15.00 15.00 9999 Carriage of materials and sundries L.S. 5.33 1.00 5.33 Labour :- 0116 Fitter Day 0.45 151.50 68.18 0114 Beldar Day 0.45 135.25 60.86 TOTAL 364.37 Add 1 % for water charges 3.64 TOTAL 368.01 Add 15% for contractor’s profit and overheads 55.20 Cost for one connection 423.21 Say 423.20 18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). Code Description Unit Quantity Rate Amount Details of cost for one meter with stop cock Materials :- 1555 G .I. Jam nut 25mm dia. each 1.00 5.00 5.00 9999 Carriage of materials and sundries L.S. 5.33 1.00 5.33 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 104.96
- 357. 941 Code Description Unit Quantity Rate Amount Add 1% for water charges 1.05 TOTAL 106.01 Add 15% for contractor’s profit and overheads 15.90 Cost for one metre with stop cock 121.91 Say 121.90 18.15 Providing and fixing brass bib cock of approved quality : 18.15.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1339 15mm dia. brass bib cock. each 1.00 157.00 157.00 9999 Carriage of materials and fixing charge L.S. 8.06 1.00 8.06 TOTAL 165.06 Add 1% for water charges 1.65 TOTAL. 166.71 Add 15% for contractor’s profit and overheads 25.01 Cost of one no. 191.72 Say 191.70 18.15 Providing and fixing brass bib cock of approved quality: 18.15.2 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1340 20mm dia. brass bih cock. each 1.00 193.00 193.00 9999 Carriage of materials and fixing charge L.S. 9.49 1.00 9.49 TOTAL 202.49 Add 1 % for water charges 2.02 TOTAL 204.51 Add 15% for contractor’s profit and overheads 30.68 Cost of one no. 235.19 Say 235.20 18.16 Providing and fixing brass stop cock of approved quality : 18.16.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1342 15mm dia. brass bib cock, each 1.00 157.00 157.00 9999 Carriage of materials and fixing charges L.S. 8.06 1.00 8.06 TOTAL 165.06 Add 1% for water charges 1.65 TOTAL 166.71 Add 15% for contractor’s profit and overheads 25.01 Cost of one no. 191.72 Say 191.70 18.16 Providing and fixing brass stop cock of approved quality : 18.16.2 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1343 20mm dia. brass bib cock, each 1.0 193.00 193.00
- 358. 942 Code Description Unit Quantity Rate Amount 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 202.49 Add 1% for water charges 2.02 TOTAL 204.51 Add 15% for contractor’s profit and overheads 30.68 Cost of one no. 235.19 Say 235.20 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 18.17.1 25 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1927 25mm dia. Gun metal gate valve with wheel each 1.00 235.00 235.00 9999 Carriage of materials and fixing charges L.S. 10.79 1.00 10.79 TOTAL 245.79 Add 1 % for water charges 2.46 TOTAL 248.25 Add 15% for contractor’s profit and overheads 37.25 Cost of one no. 285.49 Say 285.50 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 18.17.2 32 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1928 32mm dia. Gun metal gate valve with wheel each 1.00 296.00 296.00 9999 Carriage of material and fixing charge L.S. 12.22 1.00 12.22 TOTAL 308.22 Add 1 % for water charges 3.08 TOTAL 311.30 Add 15% for contractor’s profit and overheads 46.70 Cost of one no. 358.00 Say 358.00 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 18.17.3 40 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1929 40mm dia Gun metal gate valve with wheel each 1.00 330.00 330.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 343.52 Add 1 % for water charges 3.44 TOTAL 346.96 Add 15% for contractor’s profit and overheads 52.04 Cost of one no. 399.00 Say 399.00
- 359. 943 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 18.17.4 50 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1930 50mm dia Gun metal gate valve with wheel each 1.00 438.00 483.00 9999 Carriage of materials and fixing charges L.S. 14.82 1.00 14.82 TOTAL 497.82 Add 1 % for water charges 4.98 TOTAL 502.80 Add 15% for contractor’s profit and overheads 75.42 Cost of one no. 578.22 Say 578.20 18.17 Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end): 18.17.5 65 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1931 65mm dia Gun metal gate valve with wheel each 1.00 700.00 700.00 9999 Carriage of materials and fixing charges L.S. 16.12 1.00 16.12 TOTAL 716.00 Add 1 % for water charges 7.16 TOTAL 723.28 Add 15% for contractor’s profit and overheads 108.49 Cost of one no. 831.77 Say 831.75 18.17 Providing and fixing gun metal gate valve with C.I.wheel of approved quality (screwed end): 18.17.6 80 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1932 50mm dia Gun metal gate valve with wheel each 1.00 1160.00 1160.00 9999 Carriage of materials and fixing charges L.S. 18.85 1.00 18.85 TOTAL 1178.85 Add 1 % for water charges 11.79 TOTAL 1190.64 Add 15% for contractor’s profit and overheads 178.60 Cost of one no. 1369.24 Say 1369.25 18.18 Providing and fixing ball valve (brass) of approved quality complete : 18.18.1 High or low pressure with plastic floats: 18.18.1.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1922 15mm ball valve each 1.00 175.00 175.00
- 360. 944 Code Description Unit Quantity Rate Amount 9999 Carriage of materials and fixing charges L.S. 21.58 1.00 21.58 TOTAL 196.58 Add 1 % for water charges 1.97 TOTAL 198.55 Add 15% for contractor’s profit and overheads 29.78 Cost of one no. 228.33 Say 228.35 18.18 Providing and fixing ball valve (brass) of approved quality complete : 18.18.1 High or low pressure with plastic floats : 18.18.1.2 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1923 20mm ball valve each 1.00 260.00 260.00 9999 Carriage of materials and fixing charges L.S. 26.91 1.00 26.91 TOTAL 286.91 Add 1 % for water charges 2.87 TOTAL 289.78 Add 15% for contractor’s profit and overheads 43.47 Cost of one no. 333.25 Say 333.25 18.18 Providing and fixing ball valve (brass) of approved quality complete : 18.18.1 High or low pressure with plastic floats: 18.18.1.3 25 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1924 25mm ball valve each 1.00 300.00 300.00 9999 Carriage of materials and fixing charges L.S. 32.24 1.00 32.24 TOTAL 332.24 Add 1 % for water charges 3.32 TOTAL 333.56 Add 15% for contractor’s profit and overheads 50.33 Cost of one no. 385.89 Say 385.90 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.1 25 mm nominal bore 18.19.1.1 Horizontal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1933 25mm non return valve each 1.00 238.00 238.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 251.52 Add 1 % for water charges 2.52 TOTAL 254.04 Add 15% for contractor’s profit and overheads 38.11 Cost of one no. 292.15 Say 292.15
- 361. 945 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.1 25 mm nominal bore 18.19.1.2 Vertical Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 3080 25mm non return valve each 1.00 260.00 260.00 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 273.52 Add 1 % for water charges 2.74 TOTAL 276.26 Add 15% for contractor’s profit and overheads 41.44 Cost of one no. 317.70 Say 317.70 18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end): 18.19.2 32 mm nominal bore 18.19.2.1 Horizontal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1934 25mm non return valve each 1.00 305.00 305.00 9999 Carriage of materials and fixing charges L.S. 14.82 1.00 14.82 TOTAL 319.82 Add 1 % for water charges 3.20 TOTAL 323.02 Add 15% for contractor’s profit and overheads 48.45 Cost of one no. 371.47 Say 371.45 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.2 32 mm nominal bore 18.19.2.2 Vertical Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 3084 32mm non return valve each 1.00 385.00 385.00 9999 Carriage of materials and fixing charges L.S. 14.82 1.00 14.82 TOTAL 399.82 Add 1 % for water charges 4.00 TOTAL 403.82 Add 15% for contractor’s profit and overheads 60.57 Cost of one no. 464.39 Say 464.40 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.3 40 mm nominal bore 18.19.3.1 Horizontal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1935 40mm non-return valve each 1.00 410.00 410.00 9999 Carriage of materials and fixing charges L.S. 16.12 1.00 16.12
- 362. 946 Code Description Unit Quantity Rate Amount TOTAL 426.12 Add 1 % for water charges 4.26 TOTAL 430.38 Add 15% for contractor’s profit and overheads 64.56 Cost of one no. 494.94 Say 494.95 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.3 40 mm nominal bore 18.19.3.2 Vertical Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 3088 40mm non-return valve each 1.00 505.00 505.00 9999 Carriage of materials and fixing charges L.S. 16.12 1.00 16.12 TOTAL 521.12 Add 1 % for water charges 5.21 TOTAL 526.33 Add 15% for contractor’s profit and overheads 78.95 Cost of one no. 605.25 Say 605.30 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.4 50 mm nominal bore 18.19.4.1 Horizontal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1936 50mm non return valve each 1.00 618.00 618.00 9999 Carriage of materials and fixing charges L.S. 17.55 1.00 17.55 TOTAL 635.55 Add 1 % for water charges 6.36 TOTAL 641.91 Add 15% for contractor’s profit and overheads 96.29 Cost of one no. 738.20 Say 738.28 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.4 50 mm nominal bore 18.19.4.2 Vertical Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 3092 50mm non return valve each 1.00 712.00 712.00 9999 Carriage of materials and fixing charges L.S. 17.55 1.00 17.55 TOTAL 729.55 Add 1 % for water charges 7.30 TOTAL 736.85 Add 15% for contractor’s profit and overheads 110.53 Cost of one no. 847.38 Say 847.40 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end): 18.19.5 65 mm nominal bore
- 363. 947 18.19.5.1 Horizontal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1937 65mm non return valve each 1.00 1085.00 1085.00 9999 Carriage of materials and fixing charges L.S. 18.85 1.00 18.85 TOTAL 1103.85 Add 1 % for water charges 11.04 TOTAL 1114.89 Add 15% for contractor’s profit and overheads 167.23 Cost of one no. 1282.12 Say 1282.10 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end) 18.19.5 65 mm nominal bore. 18.19.5.2 Vertical Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 3096 65mm non return valve each 1.00 1245.00 1245.00 9999 Carriage of materials and fixing charges L.S. 18.85 1.00 18.85 TOTAL 1236.85 Add 1 % for water charges 12.64 TOTAL 1276.49 Add 15% for contractor’s profit and overheads 191.47 Cost of one no. 1467.96 Say 1467.95 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end) 18.19.6 80 mm nominal bore 18.19.6.1 Horizontal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1938 80mm non return valve each 1.00 1540.00 1540.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 1560.28 Add 1 % for water charges 15.60 TOTAL 1575.88 Add 15% for contractor’s profit and overheads 236.38 Cost of one no. 1812.26 Say 1812.25 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed end) 18.19.6 80 mm nominal bore 18.19.6.2 Vertical Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 3300 80mm non return valve each 1.00 2038.00 2038.00 9999 Carriage of materials and fixing charges L.S. 20.28 1.00 20.28 TOTAL 2058.28 Add 1 % for water charges 20.58 TOTAL 2078.86 Add 15% for contractor’s profit and overheads 311.83 Cost of one no. 2390.69 Say 2390.70
- 364. 948 18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.20.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1360 15mrn diameter brass-ferrule each 1.00 80.00 80.00 9999 Carriage of material and fixing charges L.S. 40.30 1.00 40.30 TOTAL 120.30 Add 1% for water charges 1.20 TOTAL 121.50 Add 15% for contractor’s profit and overheads 18.23 Cost of one no. 139.73 Say 139.75 18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.20.2 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1361 20mm diameter brass-ferrule, each 1.00 114.00 114.00 9999 Carriage of material and fixing charges L.S. 47.19 1.00 47.19 TOTAL 161.19 Add 1% for water charges 1.61 TOTAL 162.80 Add 15% for contractor’s profit and overheads 24.42 Cost of one no. 187.22 Say 187.20 18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main 18.20.3 25 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1362 25mm diameter brass-ferrule, each 1.00 156.00 156.00 9999 Carriage of material and fixing charges L.S. 53.82 1.00 53.82 TOTAL 209.82 Add 1% for water charges 2.10 TOTAL 211.92 Add 15% for contractor’s profit and overheads 31.79 Cost of one no. 243.71 Say 243.70 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.1 30 cm length 18.21.1.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1687 15mm P.V.C. connection.pipe with brass each 1.0 18.00 18.00
- 365. 949 Code Description Unit Quantity Rate Amount Unions 9999 Carriage of material and fixing charges L.S. 12.22 1.00 12.22 TOTAL 30.22 Add 1% for water charges 0.30 TOTAL 30.52 Add15% for contractor’s profit and overheads 4.58 Cost of one no. 35.10 Say 35.10 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.1 30 cm length 18.21.1.2 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1688 15mm P.V.C. connection.pipe with brass each 1.0 25.00 25.00 Unions 9999 Carriage of material and fixing charges L.S. 12.22 1.00 12.22 TOTAL 37.22 Add 1% for water charges 0.37 TOTAL 37.59 Add15% for contractor’s profit and overheads 5.64 Cost of one no. 43.23 Say 43.25 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.2 45 cm length 18.21.2.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1689 15mm P.V.C. connection.pipe with brass each 1.00 25.00 25.00 Unions 9999 Carriage of material and fixing charges L.S. 13.52 1.00 13.52 TOTAL 38.52 Add 1% for water charges 0.39 TOTAL 38.91 Add15% for contractor’s profit and overheads 5.84 Cost of one no. 44.75 Say 44.75 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.2 45 cm length 18.21.2.2 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1690 20mm P.V.C. connection pipe with brass each 1.00 35.00 35.00 unions 9999 Carriage of material and fixing charges L.S. 13.52 1.00 13.52
- 366. 950 Code Description Unit Quantity Rate Amount TOTAL 48.52 Add 1% for water charges 0.49 TOTAL 49.01 Add 15% for contractor’s profit and overheads 7.35 Cost of one no. 56.36 Say 56.35 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 18.22.1 100 mm diameter Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1878 100mm dia. C,P., brass shower rose each 1.00 28.00 28.00 9999 Carriage of material and fixing charges L.S. 6.76 1.00 6.76 TOTAL 34.76 Add 1% for water charges 0.35 TOTAL 35.11 Add 15% for contractor’s profit and overheads 5.27 Cost of one no. 40.38 Say 40.40 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 18.22.2 150 mm diameter Code Description Unit Quantity Rate Amount Details of cost for one no. Materials :- 1879 150mm dia. C,P., brass shower rose each 1.00 40.00 40.00 9999 Carriage of material and fixing charges L.S. 8.06 1.00 8.06 TOTAL 48.06 Add 1% for water charges 0.48 TOTAL 48.54 Add 15% for contractor’s profit and overheads 7.28 Cost of one no. 55.82 Say 55.80 18.23 Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) Code Description Unit Quantity Rate Amount Details of cost for 5.14 quintal 10 m of 200 mm dia C.I. pipe class ‘A’ Weight = (2x257) = 514kg = 5.14 quintal Labour for laying pipe 0116 Fitter Day 0.17 151.50 25.76 0117 Asstt. Fitter Day 0.17 141.60 24.07 0114 Beldar Day 1.33 135.25 179.88 9999 Sundries L.S. 16.12 1.00 16.12 TOTAL 245.83 Add 1% for water charges 2.46 TOTAL 248.29 Add 15% for contractor’s profit and overheads 37.24 Cost for 5.14 quintal 285.53 Cost per quintal 55.55 Say 55.55
- 367. 951 18.24 Laying in position S&S or flanged C.I. special such tees, bends collars, tapers and caps etc. (excluding cost of specials). Code Description Unit Quantity Rate Amount Details of cost for 7quintal 10 Nos. Tee 200x150mm Weight = 70x10 = 700kg. Labour for laying tee- 0116 Fitter Day 0.93 151.50 140.90 0117 Asst. Fitter Day 0.62 141.60 87.79 0114 Beldar Day 2.48 135.25 335.42 9999 Sundries L.S. 40.17 1.00 40.17 TOTAL 604.28 Add 1% for water charges 6.04 TOTAL 610.32 Add 15% for contractor’s profit and overheads 91.55 Cost for 7 quintal 701.87 Cost per quintal 100.27 Say 100.25 18.25 Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class) 18.25.1 Upto 300 mm dia. Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 1464 Cost of specials quintal 1.00 2400.00 2400.00 2309 Carriage of material tonne 0.10 47.29 4.73 LABOUR (A) For laying rate as per Item No 18.24 quintal 1.00 100.25 100.25 TOTAL 2504.98 Add 1% for water charges on all except A 24.05 TOTAL 2529.03 Add 15% for contractor’s profit and overheads 364.32 on all except A Cost for one quintal 2893.35 Say 2893.35 18.25 Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc.(Heavy class): 18.25.2 Over 300 mm dia. Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 1466 Cost of specials quintal 1.00 2595.00 2595.00 2309 Carriage of materials tonne 0.10 47.29 4.73 LABOUR (A) For laying rate as per Item No 18.24 quintal 1.00 100.25 100.25 TOTAL 2699.98 Add 1% for water charges on all except A 26.00 TOTAL 2725.98 Add 15% for contractor’s profit and overheads 393.86 on all except A Cost for one quintal 3119.84 Say 3119.85
- 368. 952 18.26 Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : 18.26.1 Upto 300 mm dia. Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 1468 Cost of specials quintal 1.00 4320.00 4320.00 2309 Carriage of materials tonne 0.10 47.29 4.73 LABOUR (A) For laying rate as per Item No 18.24 quintal 1.00 100.25 100.25 TOTAL 4424.98 Add 1% for water charges on all except ‘A’ 43.25 TOTAL 4468.23 Add 15% for contractor’s profit and overheads 655.20 on all except ‘A’ Cost for one quintal 5123.43 Say 5123.45 18.26 Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : 18.26.2 Over 300 mm dia. Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 1470 Cost of specials quintal 1.00 4772.00 4772.00 2309 Carriage of materials tonne 0.10 47.29 4.73 LABOUR (A) For laying rate as per Item No 18.24 quintal 1.00 100.25 100.25 TOTAL 4876.98 Add 1% for water charges on all except B 47.77 TOTAL 4924.75 Add 15% for contractor’s profit and overheads 723.68 on all except ‘A’ Cost for one quintal 5648.43 Say 5648.45
- 369. 953 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.1 100 mm dia, pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 100mm dia. spun iron pipes (in 5.5 m lengths) weightof 1m pipe = 19.820 kg Weight of 10m pipes 19.820x10= 198.20 Kg 7697 Cost of pipe metre 10.00 624.00 6240.00 2319 Carriage of pipes 100 m. 10.00 116.30 11.63 Labour for lay ing (A) Rate same as per item no 18.23 quintal 1.98 55.55 109.99 TOTAL 6 361.62 Add for water charges @1% on all except ‘A’ 62.52 TOTAL 6 424.14 Add for contractor’s profit and overheads 947.12 @15%onallexecpt’A’ Cost for 10 metre 7 371.26 Cost per metre 737.13 Say 737.15 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS- 1536 18.27.2 125 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 125mm dia. spun iron pipes (in 5.5 m lengths) weightof 1m pipe = 25.82 kg Weight of 10m pipes 25.820x10 = 258.20 Kg 7698 Cost of pipe metre 10.00 763.00 7 630.00 2320 Carriage of pipes 100 m. 10.00 155.35 15.54 Labour for laying (A) Rate same as per item no 18.23 quintal 2.58 55.55 143.32 TOTAL 7788.86 Add for water charges @1% on all except ‘A’ 76.46 TOTAL 7865.32 Add for contractor’s profit and overheads @ 15% 1158.30 on all execpt ’A’ Cost for 10 metre 9023.62 Cost per metre 902.36 Say 902.35 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS -1536 18.27.3 150 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :-
- 370. 954 Code Description Unit Quantity Rate Amount 150mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 32.18 kg Weight of 10m pipes 32.18x10 = 321.80 Kg 7699 Cost of pipe metre 10.00 901.00 9010.00 2321 Carriage of pipes 100 m. 10.00 193.83 19.38 Labour for laying (A) Rate same as per item no 18.23 quintal 3.22 55.55 178.87 TOTAL 9208.25 Add for water charges @ 1 % on all except ‘A’ 90.29 TOTAL 9298.54 Add for contractor’s profit and overheads 1367.95 @ 15 % on all execpt ‘A’ Cost for 10 metre 10666.49 Cost per metre 1066.65 Say 1066.65 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS- 1536: 18.27.4 200 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 200mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 47.090 kg Weight of 10m pipes 47.090x10 = 470.90 Kg 7700 Cost of pipe metre 10.00 1252.00 1252.00 2322 Carriage of pipes 100m. 10.00 315.30 31.53 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 4.71 55.55 261.64 Supply TOTAL 12813.17 Add for water charges @1% on all except ‘A’ 125.52 TOTAL 12938.69 Add for contractor’s profit and overheads 1901.56 ©15% on all execpt ’A’ Cost for 10 metre 14840.25 Cost per metre 1484.03 Say 1484.00 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536: 18.27.5 250 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 250mm dia. spun iron pipes (in 5.5 m lengths) weightof 1m pipe = 63.450 kg Weight of 10m pipes 63.450x10 = 634.50 Kg 7701 Cost of pipe metre 10.00 1779.00 17790.00 2323 Carriage of pipes 100m. 10.00 448.05 44.80
- 371. 955 Code Description Unit Quantity Rate Amount Labour for laying (A) Rate same as per item no18.23 quintal 6.35 55.55 352.74 TOTAL 18187.54 Add for water charges @1% on all except ‘A’ 178.35 TOTAL 18365.89 Add for contractor’s profit and overheads 2701.97 @ 15% on all execpt ’A’ Cost for 10 metre 21067.86 Cost per metre 2106.79 Say 2106.80 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.6 300 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials:- 300mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 81.820 kg Weight of 10m pipes 81.820x10 = 818.20 Kg 7702 Cost of pipe metre 10.00 2366.00 23660.00 2324 Carriage of pipes 100m. 10.00 553.80 55.38 Labour for laying (A) Rate same as per item no 18.23 quintal 8.18 55.55 454.40 TOTAL 24169.78 Add for water charges @1% on all except ‘A’ 237.15 TOTAL 24406.93 Add for contractor’s profit and overheads 3592.88 @15% on all execpt ’A’ Cost for 10 metre 27999.81 Cost per metre 2799.98 Say 2800.00 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.7 350 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 350mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 103.10 kg Weight of 10m pipes 103.10x10 =1031.00 kg 7703 Cost of pipe metre 10.00 2918.00 29180.00 2325 Carriage of pipes 100 m. 10.00 775.32 77.53 Labour for laying (A) Rate same as per item no 18.23 quintal 10.31 55.55 572.72 TOTAL 29830.25 Add for water charges @1% on all except ‘A’ 292.58
- 372. 956 Code Description Unit Quantity Rate Amount TOTAL 30122.83 Add for contractor’s profit and overheads 4432.52 @ 15% on all execpt ’A’ Cost for 10 metre 34555.35 Cost per metre 3455.54 Say 3455.55 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.8 400 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 400mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 125.40 kg Weight of 10m pipes 125.450x10 = 1254.50 Kg 7704 Cost of pipe metre 10.00 3574.00 35740.00 2326 Carriage of pipes 100m 10.00 1057.26 105.73 Labour for laying (A) Rate same as per item no18.23 quintal 12.55 55.55 697.15 TOTAL 36542.88 Add for water charges @1% on all except ‘A’ 358.46 TOTAL 36901.34 Add for contractor’s profit and overheads 5430.63 @15%oonallexecpt ’A’ Cost for 10 metre 42331.97 Cost per metre 4233.20 Say 4233.20 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.9 450 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 450mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 151.27 kg Weight of 10m pipes 151.270x 10 = 1512.70 Kg 7705 Cost of pipe metre 10.00 4276.00 42760.00 2327 Carriage of pipes 100 m. 10.00 1292.20 129.22 Labour for laying (A) Rate same as per item no18.23 quintal 15.13 55.55 840.47 TOTAL 43729.69 Add for water charges @1% on all except ‘A’ 428.89 TOTAL 44158.58 Add for contractor’s profit and overheads 6497.72 @15%on all execpt ’A’ Cost for 10 metre 50656.30 Cost per metre 5065.63 Say 5065.65
- 373. 957 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.10 500 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 500mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 177.09 kg Weight of 10m pipes 177.090x10 = 1770.90 Kg 7706 Cost of pipe metre 10.00 5211.00 52110.00 2328 Carriage of pipes 100m. 10.00 1292.20 129.22 Labour for laying (A) Rate same as per item no18.23 quintal 17.71 55.55 983.92 TOTAL 53223.01 Add for water charges @1% on all except ‘A’ 522.39 TOTAL 53745.40 Add for contractor’s profit and overheads 7914.24 @15% on all execpt ’A’ Cost for 10 metre 61659.64 Cost per metre 61654.96 Say 6165.95 18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 18.27.11 600 mm dia. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 600mm dia. spun iron pipes (in 5.5 m lengths) weight of 1m pipe = 236.00 kg Weight of 10m pipes 236.000x10 = 2360.00 Kg 7707 Cost of pipe metre 10.00 6884.00 68840.00 2329 Carriage of pipes 100m. 10.00 1938.30 193.83 Labour for laying (A) Rate same as per item no 18.23 quintal 23.60 55.55 1310.98 TOTAL 70344.81 Add for water charges @1% on all except ‘A’ 690.34 TOTAL 71035.15 Add for contractor’s profit and overheads 10458.63 @l5%on all execpt ’A’ Cost for 10 metre 81493.78 Cost per metre 8149.38 Say 8149.40
- 374. 958 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.1 100 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.17x 10 =1.70 kg. Kilogram 1.70 30.00 51.00 0761 Fuel wood quintal 0.28 265.00 74.20 0771 Kerosene oil litre 0.38 19.00 7.22 9999 Sundries L.S. 6.76 1.00 6.76 9999 Carriage of materials L.S. 5.33 1.00 5.33 Labour- 0116 Fitter Day 1.00 151.50 151.50 0 117 Asstt. Fitter Day 1.00 141.60 141.60 0114 Beldar Day 2.00 135.25 270.50 TOTAL 708.11 Add 1 % for water charges 7.08 TOTAL 715.19 Add 15% for contractor’s profit and overheads 107.28 Cost for 10 joints 822.47 Cost for one joint 82.25 Say 82.25 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.2 125 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.20x10=2.00 kg. kilogram 2.00 30.00 60.00 0761 Fuel wood quintal 0.37 265.00 98.05 0771 Kersosene oil L.S. 9.49 1.00 9.49 9999 Sundries L.S. 9.49 1.00 9.49 9999 Carriage of materials Labour- 0116 Fitter Day 1.50 151.50 227.25 0117 Asstt. Fitter Day 1.50 141.60 212.40 0114 Beldar Day 3.00 135.25 405.75 TOTAL 1036.87 Add 1 % for water charges 10.37 TOTAL 1047.24 Add 15% for contractor’s profit and overheads 157.09 Cost for 10 joints 1204.33 Cost for one joint 120.43 Say 120.45 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.3 150 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :-
- 375. 959 Code Description Unit Quantity Rate Amount 1881 Spun yarn 0.23x10=2.30 kg, kilogram 2.30 30.00 69.00 0761 Fuel Wood quintal 0.42 265.00 111.30 0771 Kerosene oil litre 0.76 19.00 14.44 9999 Sundries L.S. 10.79 1.00 10.79 9999 Carriage of materials L.S. 10.79 1.00 10.79 Labour- 0116 Fitter Day 1.50 151.50 227.25 0117 Asstt. Fitter Day 1.50 141.60 212.40 0114 Beldar Day 3.00 135.25 405.75 TOTAL 1061.72 Add 1 % for water charges 10.62 TOTAL 1072.34 Add 15% for contractor’s profit and overheads 160.85 Cost for 10 joints 1233.19 Cost for one joint 123.32 Say 123.30 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.4 200 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.3x10=3.00 kg. kilogram 3.00 30.00 90.00 0761 Fuel wood quintal 0.56 265.00 148.40 0771 Kerosene oil litre 0.76 19.00 14.44 9999 Sundries L.S. 13.52 1.00 13.52 9999 Carriage of materials L.S. 13.52 1.00 13.52 Labour 0116 Fitter Day 2.00 151.50 303.00 0117 Asstt. Fitter Day 2.00 141.60 283.20 0114 Beldar Day 4.00 135.25 541.00 TOTAL 1407.08 Add 1 % for water charges 14.07 TOTAL 1421.15 Add 15% for contractor’s profit and overheads 213.17 Cost for 10 joints 1634.32 Cost for one joint 163.43 Say 163.45 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.5 250 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 01881 Spun yarn 0.4x10=4 00 kg. Kilogram 4.00 30.00 120.00 0761 Fuel Wood quintal 0.65 265.00 172.25 0771 Kerosene oil litre 1.14 19.00 21.66 9999 Sundries L.S. 17.55 1.00 17.55 9999 Carriage of materials L.S. 17.55 1.00 17.55
- 376. 960 Code Description Unit Quantity Rate Amount Labour- 0116 Fitter Day 2.50 151.50 378.75 0117 Asstt. Fitter Day 2.50 141.60 354.00 0114 Beldar Day 5.00 135.25 676.25 TOTAL 1758.01 Add 1% for water charges 17.58 TOTAL 1775.59 Add15% for contractor’s profit and overheads 266.34 Cost for 10 joints 2041.93 Cost for one joint 204.19 Say 204.20 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.6 300 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.54x10 =5.40 kg kilogram 5.40 30.00 162.00 0761 Fuel Wood quintal 0.75 265.00 198.75 0771 Kerosene oil litre 1.52 19.00 28.88 9999 Sundries L.S. 20.28 1.00 20.28 9999 Carriage of materials L.S. 20.28 1.00 20.28 Labour- 0116 Fitter Day 3.00 151.50 454.50 0117 Asstt. Fitter Day 3.00 141.60 424.80 0114 Beldar Day 6.00 135.25 811.50 TOTAL 2120.99 Add 1 % for water charges 21.21 TOTAL 2142.20 Add 15% for contractor’s profit and overheads 321.33 Cost for 10 joints 2463.53 Cost for one joint 246.35 Say 246.35 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.7 350 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.62x10=6.20 kg kilogram 6.20 30.00 186.00 0761 Fuel Wood quintal 0.93 265.00 246.45 0 771 Kerosene oil litre 1.70 19.00 32.30 9999 Sundries L.S. 24.18 1.00 24.18 9999 Carriage of materials L.S. 24.18 1.00 24.18 Labour- 0116 Fitter Day 3. oo 151.50 454.50 0117 Asstt. Fitter Day 3.00 141.60 424.80 0114 Beldar Day 6.00 135.25 811.50 TOTAL 2 203.91
- 377. 961 Code Description Unit Quantity Rate Amount Add 1% for water charges 22.04 TOTAL 2225.95 Add 15% for contractor’s profit and overheads 333.89 Cost for 10 joints 2559.84 Cost for one joint 255.98 Say 256.00 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.8 400 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.74x10=7.40 kg kilogram 7.40 30.00 222.00 0761 Fuel Wood quintal 1.12 265.00 296.80 0771 Kerosene oil litre 1.70 19.00 32.30 9999 Sundries L.S. 26.91 1.00 26.91 9999 Carriage of materials L.S. 26.91 1.00 26.91 Labour- 0116 Fitter Day 4.00 151.50 606.60 0117 Asstt. Fitter Day 4.00 141.60 566.40 0114 Beldar Day 8.00 135.25 1082.00 TOTAL 2859.32 Add 1 % for water charges 28.59 TOTAL 2887.91 Add 15% for contractor’s profit and overheads 433.19 Cost for 10 joints 3321.10 Cost for one joint 332.11 Say 332.10 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.9 450 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 0.79x10=7.90 kg. kilogram 7.90 30.00 237.00 0761 Fuel Wood quintal 1.21 265.00 320.65 0771 Kerosene oil litre 2.27 19.00 43.13 9999 Sundries L.S. 31.07 1.00 31.07 9999 Carriage of materials L.S. 31.07 1.00 31.07 Labour- 0116 Fitter Day 4.50 151.50 681.75 0117 Asstt. Fitter Day 4.50 141.60 637.20 0114 Beldar Day 9.00 135.25 1217.25 TOTAL 3199.12 Add 1 % for water charges 31.99 TOTAL 3231.11 Add 15% for contractor’s profit and overheads 484.67 Cost for 10 joints 3715.78 Cost for one joint 371.58 Say 371.60
- 378. 962 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.10 500 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials:- 1881 Sgun yarn 0.85x10=8.50 kg. Kilogram 8.50 30.00 255.00 0761 Fuel wood quintal 1.31 265.00 347.15 0771 Kerosene oil litre 2.27 19.00 43.13 9999 Sundries L.S. 33.67 1.00 33.67 9999 Carriage of materials L.S 33.67 1.00 33.67 Labour- 0116 Fitter Day 4.75 151.50 719.62 0117 Asstt. Fitter Day 4.75 141.60 672.60 0114 Beldar Day 9.50 135.25 1284.88 TOTAL 3389.72 Add 1% for water charges 33.90 TOTAL 3423.62 Add 15% for contractor’s profit and overheads 513.54 Cost for 10 joints 3937.16 Cost for one joint 393.72 Say 393.70 18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead : 18.28.11 600 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1881 Spun yarn 1.02x10=10.20 kg. kilogram 10.20 30.00 306.00 0761 Fuel wood quintal 1.68 265.00 445.20 0771 Kerosene oil litre 2.84 19.00 53.96 9999 Sundries L.S. 40.30 1.00 40.30 9999 Carriage of materials L.S. 40.30 1.00 40.30 Labour- 0116 Fitter Day 6.50 151.50 984.75 0117 Asstt. Fitter Day 6.50 141.60 920.40 0114 Beldar Day 13.00 141.60 1 758.25 TOTAL 4 549.16 Add 1% for water charges 45.49 TOTAL 4 594.65 Add 15% for contractor’s profit and overheads 689.20 Cost for 10 joints 5 283.85 Cost for one joint 528.39 Say 528.40
- 379. 963 18.29 Supplying pig lead at site of work. Code Description Unit Quantity Rate Amount Details of cost for 1 quintal materials- 1397 Lead Kilogram 100.00 58.00 5800.00 2341 Carrigae tonne 0.10 47.29 4.73 TOTAL 5804.73 Add 1% for water charges 58.05 TOTAL 5862.78 Add 15% for contractor’s profit and overheads 879.42 Cost of one quintal 6742.20 Say 6742.20 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints : 18.30.1 80 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1373 Rubber insertion 3mm thick each 10.00 9.00 90.00 1956 Bolts and nuts 16mm dia, 60 mmlong each 40.00 8.00 320.00 9999 Carriage of matonal L.S. 2.73 1.00 2.73 Labour- 0116 Fitter Day 0.15 151.50 22.72 0117 Asstt. Fitter Day 0.15 141.60 21.24 0114 Beldar Day 0.80 135.25 108.20 TOTAL 564.89 Add 1% for water charges 5.65 TOTAL 570.54 Add 15% for contractor’s profit and overheads 85.58 Cost for 10 joints 656.12 Cost for one joint 65.61 Say 65.60 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints : 18.30.2 100 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1374 Rubber insertion 3mm thick each 10.00 12.00 120.00 1956 Bolts and nuts 16mm dia, 60 mm long each 80.00 8.00 640.00 9999 Carriage of materials L.S. 4.16 1.00 4.16 Labour- 0116 Fitter Day 0.25 151.50 37.88 0117 Asstt. Fitter Day 0.25 141.60 35.40 0114 Beldar Day 1.00 135.25 135.25 TOTAL 972.69 Add 1% for water charges 9.73 TOTAL 982.42 Add 15% for contractor’s profit and overheads 147.36 Cost for 10 joints 1129.78 Cost for one joint 112.98 Say 113.00
- 380. 964 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints : 18.30.3 125 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials:- 1375 Rubber insertion 3mrn thick each 10.00 13.00 130.00 1957 Bolts and nuts 16mm dia 65mm long each 80.00 8.00 640.00 9999 Carriage of materials L.S. 4.16 2.60 4.16 Labour- 0116 Fitter Day 0.25 151.50 37.88 0117 Asstt. Fitter Day 0.25 141.60 35.40 0114 Beldar Day 1.00 135.25 135.25 TOTAL 982.69 Add 1 % for water charges 9.83 TOTAL 992.52 Add 15% for contractor’s profit and overheads 148.88 Cost for 10 joints 1141.40 Cost for one joint 114.14 Say 114.15 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints: 18.30.4 150 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1376 Rubber insertion 3mm thick each 10.00 15.00 150.00 1958 Bolts and nuts 20 mm dia, 65mm long each 80.00 12.00 960.00 9999 Carriage of material L.S. 4.16 1.00 4.16 Labour- 0116 Fitter Day 0.30 151.50 45.45 0117 Asstt. Fitter Day 0.30 141.60 42.48 0114 Beldar Day 1.10 135.25 148.78 TOTAL 1 350.87 Add 1 % for water charges 13.51 TOTAL 1 364.38 Add 15% for contractor’s profit and overheads 204.66 Cost for 10 joints 1 569.04 Cost for one joint 156.90 Say 156.90 18.30 Providing flanged joints to double flanged C.l./ D.I pipes and specials including testing of joints : 18.30.5 200 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1377 Rubber insertion 3mm thick each 10.00 20.00 200.00 1959 Bolts and nuts 20mm dia 70mm long each 80.00 12.00 960.00 9999 Carrage of materials L.S. 0.30 1.00 4.16 Labour-
- 381. 965 Code Description Unit Quantity Rate Amount 0116 Fitter Day 0.30 151.50 45.45 0117 Asstt. Fitter Day 0.30 141.60 42.48 0114 Beldar Day 1.10 135.25 148.78 TOTAL 1400.87 Add 1% for water charges 14.01 TOTAL 1414.88 Add 15% for contractor’s profit and overheads 212.23 Cost for 10 joints 1627.11 Cost for one joint 162.71 Say 162.70 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints 18.30.6 250 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1378 Rubber insertign 3mm thick each 10.00 30.00 3000.00 1960 Bolts and nuts 20mm dia 75mm long each 120.00 12.00 1440.00 Labour- 9999 Carriage of material L.S. 5.33 1.00 5.33 0116 Fitter Day 0.40 151.50 60.60 0117 Asstt. Fitter Day 0.40 141.60 56.64 0114 Beldar Day 1.30 135.25 175.82 TOTAL 2038.39 Add 1% for water charges 20.38 TOTAL 2058.77 Add 15% for contractor’s profit and overheads 308.82 Cost for 10 joints 2367.59 Cost for one joint 236.76 Say 236.75 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints : 18.30.7 300 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1379 Rubber insertion 3mm thick each 10.00 38 00 380.00 1960 Bolts and nuts 20mm dia 75mm long each 120.00 12.00 144.00 9999 Carnage of materials L.S. 5.33 1.00 5.33 Labour- 0116 Fitter Day 0.40 151.50 60.60 0117 Asstt. Fitter Day 0.40 141.60 56.64 0114 Beldar Day 1.30 135.25 175.82 TOTAL 2 118.39 Add 1 % for water charges 21.18 TOTAL 2 139.57 Add 15% for contractor’s profit and overheads 320.94 Cost for 10 joints 2 460.51 Cost for one joint 246.05 Say 246.05
- 382. 966 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints 18.30.8 350 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1380 Rubber insertion 3mm thick each 45.00 10.00 450.00 1961 Bolts and nuts 20mm dia 80 mmlong each 160.00 13.00 2080.00 9999 Carriage of materials L.S. 5.33 1.00 5.33 Labour- 0116 Fitter Day 0.50 151.50 75.75 0117 Asstt. Fitter Day 0.50 141.60 70.80 0114 Beldar Day 1.50 135.25 202.88 TOTAL 2 884.76 Add 1 % for water charges 28.85 TOTAL 2 913.61 Add 15% for contractor’s profit and overheads 437.04 Cost for 10 joints 3 350.65 Cost for one joint 335.07 Say 335.05 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints 18.30.9 400 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1381 Rubber insertion 3mm thick each 10.00 66.00 660.00 1962 Bolts and nuts 24mm dia 85mm long each 160.00 24.00 3840.00 9999 Carriage of materials L.S. 8.06 1.00 8.06 Labour- 0116 Fitter Day 0.50 151.50 75.75 0117 Asstt. Fitter Day 0.50 141.60 70.80 0114 Beldar Day 1.50 135.25 202.88 TOTAL 4857.49 Add 1 % for water charges 48.57 TOTAL 4906.06 Add 15% for contractor’s profit and overheads 735.91 Cost for 10 joints 5641.97 Cost for one joint 564.20 Say 564.20 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints : 18.30.10 450 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1382 Rubber insertion 3mm thick each 10.00 83.00 830.00 1962 Bolts and nuts 24mm dia 85mm long each 200.00 24.00 4800.00 9999 Crriage of materials L.S. 8.06 1.00 8.06 Labour-
- 383. 967 Code Description Unit Quantity Rate Amount 0116 Fitter Day 0.60 151.50 90.90 0117 Asstt. Fitter Day 0.60 141.60 84.96 0114 Beldar Day 1.75 135.25 229.92 TOTAL 6 043.84 Add 1 % for water charges 60.44 TOTAL 6 104.28 Add 15% for contractor’s profit and overheads 915.64 Cost for 10 joints 7 019.92 Cost for one joint 701.99 Say 702.00 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints : 18.30.11 500 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1383 Rubber insertion 3 mm thick each 10.00 106.00 1060.00 1964 Bolts and nuts 20mm dia 75mm long each 200.00 26.00 5200.00 9999 Carriage of materials L.S. 8.06 1.00 8.06 Labour- 0116 Fitter Day 0.65 151.50 98.48 0117 Asstt. Fitter Day 0.65 141.60 92.04 0114 Beldar Day 1.80 135.25 243.45 TOTAL 6702.03 Add 1 % for water charges 67.02 TOTAL 6769.05 Add 15% for contractor’s profit and overheads 1015.36 Cost for 10 joints 7784.41 Cost for one joint 778.44 Say 778.45 18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials including testing of joints 18.30.12 600 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 joints Materials :- 1384 Rubber insertion 3mm thick each 10.00 118.00 1180.00 1964 Bolds and nuts 20mm dia 75mm long each 200.00 30.00 6000.00 9999 Carriage of materials L.S. 9.49 1.00 9.49 Labour- 0116 Fitter Day 0.75 151.50 113.62 0 117 Asstt. Fitter Day 0.75 141.60 106.20 0114 Beldar Day 2.00 135.25 270.50 TOTAL 7679.81 Add 1% for water charges 76.80 TOTAL 7756.61 Add 15% for contractor’s profit and overheads 1163.49 Cost for 10 joints 8 920.10 Cost for one joint 892.01 Say 892.00
- 384. 968 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.1 100 mm diameter 18.31.1.1 Class I Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 1940 100mm dia. sluice valves (with cap) each 10.00 1 890.00 18 900.00 Carriage pf sluice valves 2309 wt.= 44.3x10=443kg= 0.443t. say 0.44t tonne 0.44 47.29 20.81 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 4.43 100.25 444.11 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.2 each 20.00 113.00 2 260.00 TOTAL 21 624.92 Add for water charges @ 1% on all except ‘A’ 189.21 TOTAL 21 814.13 Add 15% for contractor’s profit and overheads 2 866.50 on all except ‘A’ Cost of 10 valves 24 680.63 Cost of 1 valve 2 468.06 Say 2 468.05 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.1 100 mm diameter 18.31.1.2 Class II Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 3311 100mm dia. sluice.valves (wiith cap) each 10.00 1950.00 19500.00 Carriage of sluice valves 2309 wt.= 56.3x10=563kg = 0.563 t. say 0.56t tonne 0..56 47.29 26.48 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 4.43 100.25 564.41 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.2) each 20.00 113.00 2260.00 TOTAL 22350.89 Add for water charges @ 1% on all except ‘A’ 195.26 TOTAL 22546.15 Add 15% for contractor’s profit and overheads 2958.26 on all except ‘A’ Cost of 10 valves 25504.41 Cost of 1 valve 2550.44 Say 2550.45
- 385. 969 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.2 125 mm diameter 18.31.2.1 Class I Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 1941 125mm dia. sluice valves (with cap) each 10.00 2365.00 23650.00 Carriage of sluice valves 2309 wt. = 56.3x10= 563kg = 0.563t.say 0.56t tonne 0.56 47.29 26.48 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 5.63 100.25 564.41 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.3) each 20.00 114.15 2283.00 TOTAL 26523.89 Add for water charges @ 1% on all except ‘A’ 236.76 TOTAL 26760.65 Add 15% for contractor’s profit and overheads 3586.99 on all except ‘A’ Cost of 10 valves 30347.64 Cost of 1 valve 3034.76 Say 3034.75 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.2 125 mm diameter 18.31.2.2 Class II Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials:- 3314 125mm dia. sluice valves (with cap) each 10.00 2465.00 24650.00 2309 Carriage of sluice valve wt.= 68.3x10 = 683 kg = 0.638 t say o.68 tonne tonne 0.68 47.29 32.16 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 6.83 100.25 684.71 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.3) each 20.00 114.15 2283.00 TOTAL 27649.87 Add for water charges @ 1% on all except ‘A’ 246.82 TOTAL 27896.69 Add l5% for contractor’s profit and overheads 3739.35 on all except ‘A’ Cost of 10 valves 31636.04 Cost of 1 valve 3163.60 Say 3163.60
- 386. 970 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.3 150 mm diameter 18.31.3.1 Class I Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 1942 150mm dia sluice valves (with cap) each 10.00 2840.00 28400.00 Carriage of sluice valves 2309 wt. =72.5x10=725kg=0.725t.say 0.72t tonne 0.72 47.29 34.05 Labour for laying sluice valve (A) (Rate as per item No.18.24) quintal 7.25 100.25 726.81 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No 18.30.4) each 20.00 156.90 3138.00 TOTAL 32298.86 Add for water charges @ 1% on all except ‘B’ 284.34 TOTAL 32583.20 Add 15% for contractor’s profit and overheads 4307.76 on all except ‘B’ Cost of 10 valves 36890.96 Cost of 1 valve 3689.10 Say 3689.10 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.3 150 mm diameter 18.31.3.2 Class II Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 3317 150mm dia. sluice valves (with cap) each 10.00 3 000.00 30 000.00 Carriage of sluice valves 2309 wt.= 86.5x10=865kg =0.865t. say 0.865t tonne 0.865 47.29 40.91 Labour for laying sluice valve (A) (Rate as per item No.18.24) quintal 8.65 100.25 867.16 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.4) each 20.00 156.90 3 138.00 TOTAL 34 046.07 Add for water charges @ 1% on all except ‘A’ 300.41 TOTAL 34 346.48 Add 15% for contractor’s profit and overheads 4 551.20 on all except ‘A’ Cost of 10 valves 38 897.68 Cost of 1 valve 3 889.77 Say 3 889.75
- 387. 971 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.4 200 mm diameter 18.31.4.1 Class I Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 1943 200mm dia,sluice valves (with cap) each 10.00 5405.00 54050.00 Carriage of sluice valves 2309 wt.= 121.5x10=1215kg= 1.215t. say 1.22t tonne 1.22 47.29 57.69 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 12.15 100.25 1218.04 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.5) each 20.00 162.70 3254.00 TOTAL 58579.73 Add for water charges @ 1% on all except ‘A’ 541.08 TOTAL 59120.81 Add 15% for contractor’s profit and overheads 8197.32 on all except ‘A’ Cost of 10 valves 67318.13 Cost of 1 valve 6731.81 Say 6731.80 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.4 200 mm diameter 18.31.4.2 Class II Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 3320 200mm dia. sluice .valves (with cap) each 10.00 5 800.00 58 000.00 Carriage of sluice valves 2309 wt.= 150.5x10=1505kg=1.505t. say 1.5t tonne 1.50 47.29 70.94 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 15.05 100.25 1 508.76 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.5) each 20.00 162.70 3 254.00 TOTAL 62 833.70 Add for water charges @ 1% on all except ‘A’ 580.71 TOTAL 63 414.41 Add 15% for contractor’s profit and overheads 8 797.75 on all except ‘A’ Cost of 10 valves 72 212.16 Cost of 1 valve 7 221.22 Say 7 221.20
- 388. 972 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.5 250 mm diameter 18.31.5.1 Class I Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 1944 250mm dia. sluice valves (with cap) each 10.00 8050.00 80500.00 Carriage of sluice valves 2309 wt.= 179.9x10=1799kg= 1.799t. say 1.80t tonne 1.80 47.29 85.12 Labour for laying sluice valve (A) (Rate as per item No.18.24) quintal 17.99 100.25 1803.50 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.6) each 20.00 236.75 4735.00 TOTAL 87123.62 Add for water charges @ 1% on all except ‘A’ 805.85 TOTAL 87929.47 Add 15% for contractor’s profit and overheads 12208.65 on all except ‘A’ Cost of 10 valves 100138.12 Cost of 1 valve 10013.81 Say 10013.80 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.5 250 mm diameter 18.31.5.2 Class II Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 3321 250mm dia. sluice valves (with cap) each 10.00 8 200.00 82 000.00 Carriage of sluice valves 2309 wt. =229.9x10=2299kg =2299t. say 2.30t tonne 2.30 47.29 108.77 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 22.99 100.25 2 304.75 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.6) each 20.00 236.75 4 735.00 TOTAL 89 148.52 Add for water charges @ 1% on all except ‘A’ 821.09 TOTAL 89 969.61 Add 15% for contractor’s profit and overheads 12 439.48 on all except ‘A’ Cost of 10 valves 102 409.09 Cost of 1 valve 10 240.91 Say 10 240.90
- 389. 973 8.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.6 300 mm diameter 18.31.6.1 Class 1 Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 1945 300mm dia sluice valves (with cap) each 10.00 9920.00 99200.00 Carriage of sluice valves 2309 wt.= 242.4x10=2424kg = 2.42t. say 2.42t tonne 2.42 47.29 114.44 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 24.24 100.25 2430.06 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.7) each 20.00 246.05 4921.00 TOTAL 106665.50 Add for water charges @ I % on all except ‘A’ 993.14 TOTAL 107658.64 Add 15% for contractor’s profit and overheads 15046.14 on all except ‘A’ Cost of 10 valves 122704.78 Cost of 1 valve 12270.48 Say 12270.50 18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately): 18.31.6 300 mm diameter 18.31.6.2 Class II Code Description Unit Quantity Rate Amount Details of cost for 10 sluice valves Materials :- 3326 300mm dia. sluice, valves (with cap) each 10.00 10 250.00 102 500.00 Carriage of sluice valves 2309 wt.= 303.4x10=3034kg=3.304t. tonne 3.034 47.29 143.48 Labour for laying sluice valve (A) (Rate as per item No. 18.24) quintal 30.34 100.25 3 041.58 Providing flanged joints to sluice valves with bolts, nuts and rubber insertion etc. (A) (Rate as per item No.18.30.7) each 20.00 246.05 4 921.00 TOTAL 110 606.06 Add for water charges @ 1% on all except ‘A’ 1 026.43 TOTAL 111 632.49 Add 15% for contractor’s profit and overheads 15 550.49 on all except ‘A’ Cost of 10 valves 127 182.98 Cost of 1 valve 12 718.30 Say 12 718.30
- 390. 974 18.32 Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : 18.32.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Materials :- (i) Earth work in excavation including refilling and disposal of surplus earth 0.68x0.68x0.65m=0.301cum. (Rate as per item No. 2.8.1) cum 0.30 103.40 31.02 (Rate as per item No. 2.25) cum 0.30 45.70 13.71 (ii) Cement concrete 1:5:10 (1 Cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) 0.68x0.68x0.075m=0.035cum. Say 0.04 cum. (Rate as per item No.4.1.11) cum 0.04 2 079.60 83.18 (iii) Second class brick work in cement mortar 1:4 (1 Cement: 4 coarse sand) in foundations and plinth 1.66mx0.115x0.50m=0.095cum. Say 0.10 cum. (Rate as per item no 6.1.1 of SH : Brick Work) cum 0.10 2 293.40 229.34 (iv) 12mm cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with a floating coat of neat cement. 1.20x0.50=0.60sqm. 0.30x0.30=0.09sqm. =0.69sqm. Say 0.70sqm. (Rate as per item no .13.9.1) sqm 0.70 112.80 78.96 1304 (A) (v) C.I. surface box with hinged cover each 1.00 72.00 72.00 100x100x75mm (inside) 9999 (A) (vi) Carriage of C.I. surface box L.S. 1.43 1.00 1.43 (vii) Cement concrete 1:2:4 (1 Cement: 2 Coarse sand ; 4 graded stone aggregate 20mm nominal size) in slab = 0.53mx0.53mx0.075m = 0.02107cum. Less surface box 0.112x0.112x0.076 =(-)0.00094 cum. = 0.0201 cum. Say 0.02cum. (Rate as per item No.5.3) cum 0.02 3 673.85 73.48 (A) (viii) Sundries L.S. 4.16 1.00 4.16 TOTAL 587.28 (B) Add for water charges @ 1 % on ‘A 0.78 TOTAL 588.06 Add 15% for contractor’s profit and overheads 11.76 on (A + B) Cost of one chamber 599.82 Say 599.80
- 391. 975 18.33 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation7foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.33.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Materials :- (i) Earth work in excavation including refilling and disposal of surplus earth 1.21 x 1.21 x 1.00m= 1.464cum. (Rate as per item No. 2.8.1) cum 1.46 103.40 150.96 (Rate as per item No.2.25) cum 1.46 45.70 66.72 (ii) Cement concrete 1:5:10 (1 Cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) 1.21xl.21x0.1m=0.146cum. Say 0.15 cum. (Rate as per item No.4.1.11) cum 0.15 2 079.60 311.94 (iii) Second class brick work in cement mortar 1: 4(1 Cement: 4coarse sand) in foundations and plinth 3.32mx0.23mx0.75m=0.573cum. Say 0.57 cum. (Rate as per item no 6.1.1) cum 0.57 2 293.40 1 307.24 (iv) 12mm cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with a floating coat of neat cement. 2.40x0.75=1.80sqm 0.60x0.60=0.36sqm. =2.16sqm. (Rate as per item no. 13.9.1) sqm 2.16 112.80 243.65 1305 (A) (v) C.I. surface box with hinged cover each 1.00 140.00 140.00 100x100x75mm (inside) 9999 (A) (vi) Carriage of C.I. surface box L.S. 8.06 1.00 8.06 (vii) Cement concrete 1:2:4 (1 Cement: 2 Coarse sand ; 4 graded stone aggregate 20mm nominal size) in slab = 1.06mx1.06mx0.15m = 0.1685 cum. Less surface box 3.142/4xd2xO. 18m - 0.7854x0.156mx0.156mx0.18 = (-)0.0034 cum = 0.1651 cum. Say 0.17 cum. (Rate as per item No.5.3) cum 0.17 3 673.85 624.55 (viii) Mild steel reinforcement for RCC work etc. 0.165cum.x80kg/cum. = 13.2kg. (Rate as per item No.5.22.1 kg 13.20 41.50 547.80 (ix) Form work 0.60mx0.60m=0.36sqm.+ 3.32mx0.15m=0.50sqm. = 0.86 sqm. (Rate as per item No.5.9.3) sqm 0.86 187.35 161.12 9999 (A) (x) Sundries L.S. 8.06 1.00 8.06 TOTAL 3 570.10 (B) Add for water charges @ 1 % on (A) 1.56 TOTAL 3 571.66 Add 1 15% for contractor’s profit and overheads 23.65 on (A+B) Cost of one chamber 3 595.31 Say 3 595.30
- 392. 976 18.34: Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.34.1: With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Materials :- (i) Earth work in excavation including refilling and disposal of surplus earth 1.51X1.51X1.25M (Rate as per item No. 2.8.1) cum 2.85 103.40 294.69 (Rate as per item No.2.25 cum 2.85 45.70 130.24 (ii) Cement concrete 1:5:10(1 Cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) 1.51x1.51x0.lm=0.228cum. Say 0.23 cum. (Rate as per item No.4.1.11) cum 0.23 2 079.60 478.31 (iii) Second class brick work in cement mortar 1:4 (1 Cement: 4coarse sand) in foundations and plinth 4.52mxO.23mx 1.00m= 1.04cum. Rate as per item no 6.1.1 of SH : Brick Work cum 1.04 2 293.40 2 385.14 (iv) 12mm cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with a floating coat of neat cement. 3.60mxl.00m=3.60sqm. 0.90mx0.90m=0.81sqm. =4.41 sqm. (Rate as per item no. 13.9.1) sqm 4.41 112.80 497.45 1305 (A) (v) C.I. surface box with chained lid. each 1.00 140.00 140.00 9999 (A) (vi) Carriage of C.I. surface box L.S. 8.06 1.00 8.06 (vii) Cement concrete 1:2:4 (1 Cement: 2 Coarse sand ; 4 graded stone aggregate 20mm nominal size) in slab = 1.36mx 1.36mx0.15m = 0.2774 cum. Less surface box 0.7854x0.156mxO. 156mx0.18m = (-)0.0034 cum. = 0.2740 cum. Say 0.27 cum. (Rate as per item No.5.3) cum 0.27 3 673.85 991.94 (viii) Mild steel reinforcement for RCC work etc. 0.274cum.x80kg/cum. = 21.92 kg. (Rate as per item No.5.22.1) kg 21.92 41.50 909.68 (ix) Form work 0.90mx0.90m=0.81sqm.+ 4.52mxO.15m = 0.68 sqm. = 1.49 sqm. (Rate as per item No.5.9.3) sqm 1.49 187.35 279.15 9999 (A) (x) Sundries L.S. 8.06 1.00 8.06 TOTAL 6 122.72 (B) Add for water charges @ 1 % on (A) 1.56 TOTAL 6 124.28 Add 15% for contractor’s profit and overheads 23.65 on (A+B) Cost of one manhole 6 147.93 Say 6 147.95
- 393. 977 18.35 : Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.35.1: With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Materials :- (i) Earth work in excavation including refilling and disposal of surplus earth 1.81X1.81X1.25M (Rate as per item No. 2.8.1) cum 4.10 103.40 423.94 (Rate as per item No 2.25) cum 4.10 45.70 187.37 (ii) Cement concrete 1:5:10 (1 Cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) 1.81xl.81x0.1m=0.328cum. Say 0.33 cum. (Rate as per item No.4.1.11) cum 0.33 2 079.60 686.27 (iii) Second class brick work in cement mortar 1:4 (1 Cement: 4coarse sand) in foundations and plinth 5.72mx0.23mxl.00m=1.316cum. Say 1.32 cum. Rate as per item no 6.1.1 of SH : Brick Work cum 1.32 2293.40 3027.29 (iv) 12mm cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with a floating coat of neat cement. 4.80mxl.00m=4.80sqm. 1.20mxl.20m=1.44sqm. =6.42sqm. (Rate as per item no. 13.9.1) sqm 6.42 112.80 724.18 1305 (A) (v) C.I. surface box with chained lid. each 140.00 1.00 140.00 9999 (A) (vi) Carriage of C.I. surface box L.S. 8.06 1.00 8.06 (vii) Cement concrete 1:2:4 (1 Cement: 2 Coarse sand ; 4 graded stone aggregate 20mm nominal size) in slab = 1.66mx 1.66mxO. 15m = 0.4133 cum. Less surface box 0.7854x0.156mx0.156mxO. 18m = (-)0.0034 cum. = 0.4099 cum. Say 0.41 cum. (Rate as per item No.5.3) cum 0.41 3 673.85 1506.28 (viii) Mild steel reinforcement for RCC slab steel @ 80kg/cum. 0.41cum.x80kg/cum. = 32.80kg. (Rate as per item No.5.22.1) kg 32.80 41.50 1361.20 (ix) Form work 1.20mxl.20m=1.44sqm.+ 5.72mx0.15m=0.86sqm. = 2.30sqm. 187.35 (Rate as per item No.5.9.3) sqm 2.30 187.35 430.90 9999 (A) (x) Sundries sqm 8.06 1.00 8.06 TOTAL 8503.55 (B) Add for water charges @ 1% on (A) 1.56 TOTAL 8505.11 Add 15% for contractor’s profit and overheads 23.65 on(A+B) Cost of one manhole 8528.76 Say 8528.75
- 394. 978 18.36 : Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.36.1: With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Materials :- (i) Earth work in excavation including refilling and disposal of surplus earth 1.21X1.21X1.00M =1.464 cum say 1.46cum (Rate as per item No. 2.8.1) cum 1.46 103.40 150.96 (Rate as per item No.2.25) cum 1.46 45.70 66.72 (ii) Cement concrete 1:5:10 (1 Cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) 1.21xl.21x0.1m=0.146cum. Say 0.15 cum. (Rate as per item No.4.1.11) cum 0.15 2 079.60 311.94 (iii) Second class brick work in cement mortar 1:4 (1 Cement: 4 coarse sand) in foundations and plinth 3.32mx0.23mx0.75m=0.573cum. Say 0.57 cum. (Rate as per item no 6.1.1 ) cum 0.57 2 293.40 1 307.24 (iv) 12mm cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with a floating coat of neat cement. 2.40mx0.75m=1.80sqm. 0.90mx0.90m=0.36sqm. =2.16sqm. (Rate as per item no. 13.9) sqm 2.16 112.80 243.65 1305 (A) (v) C.I. surface box with chained lid. each 1.00 140.00 140.00 9999 (A) (vi) Carriage of C.I. surface box L.S. 53.82 1.00 53.82 (vii) Cement concrete 1:2:4 (1 Cement: 2 Coarse sand ; 4 graded stone aggregate 20mm nominal size) in slab = 1.06mxl.06mx0.15m = 0.1685 cum. Less surface box 0.61x0.41mx0.15m= (-)0.0375 cum. = 0.131 cum. Say 0.13 cum. (Rate as per item No.5.3) cum 0.13 3 673.85 477.60 (viii) Mild steel reinforcement for RCC work etc. 0.131cumx80kg/cum. = 10.48kg. (Rate as per item No.5.22.1) kg 10.48 41.50 434.92 (ix) Form work 0.60mx0.60m=0.36sqm.+ 3.32mxO.15m = 0.50 sqm. =0.86 sqm. (Rate as per item No.5.9.3) sqm 0.86 187.35 161.12 9999 (A) (x) Sundries L.S. 8.06 1.00 8.06 TOTAL 3 356.03 (B) Add for water charges @ 1% on (A) 2.02 TOTAL 3 358.05 Add 15% for contractor’s profit and overheads 30.58 on (A+B) Cost of one manhole 3 388.63 Say 3 388.65
- 395. 979 18.37 : Constructing masonry Chamber 60x45x50 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.37.1: With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber. Materials:- (i) Earth work in excavation including refilling and disposal of surplus earth 1.21X1.06X0.85m = 1.09 cum (Rate as per item No. 2.8.1) cum 1.09 103.40 112.71 (Rate as per item No.2.25 cum 1.09 45.70 49.81 (ii) Cement concrete 1:5:10 (1 Cement: 5 fine sand : 10 graded stone aggregate 40mm nominal size) 1.21 x 1.06x0. lm=0.128cum. Say 0.13 cum. (Rate as per item No.4.11) cum 0.13 2079.60 270.35 (iii) Second class brick work in cement mortar 1:4 (1 Cement: 4 coarse sand) in foundations and plinth 3.02mx0.23mx0.50m=0.347cum. Say 0.35 cum. (Rate as per item no 6.1.1 of SH : Brick Work) cum 0.35 2293.40 802.69 (iv) 12mm cement plaster 1:3 (1 Cement: 3 Coarse sand) finished with a floating coat of neat cement. 2.10mx0.50m=l .05sqm. 0.60mx0.45m=0.27sqm. = 1.32sqm. (Rate as per item no.13.9) sqm 1.32 112.80 148.90 1307 (A) (v) C.I. surface box 400x200x200mm each 1.00 185.00 185.00 (inside) with locking arrangement 9999 (A) (vi) Carriage of C.I. surface box L.S. 13.52 1.00 13.52 (vii) Cement concrete 1:2:4 (1 Cement: 2 Coarse sand ; 4 graded stone aggregate 20 mmnominal size) in slab = 1.06mx0.91mx0.25m = 0.241 cum. Less surface box 0.42x0.22mx0.2m= (-)0.018 cum = 0.223 cum. Say 0.22 cum. (Rate as per item No.5.3) cum 0.22 3673.85 808.25 (viii) Mild steel reinforcement for RCC work steel @ 80kg/cum. 0.223 cum.x80kg/cum. = 17.84 kg. (Rate as per item No.5.22.1) Kg 17.84 41.50 740.36 (ix) Form work 0.60mx0.45m=0.27sqm.+ 3.02mx0.25m=0.76sqm. = 1.03sqm. (Rate as per item No. 5.9.3) sqm 1.03 187.35 192.97 (A) (x) Sundries L.S 8.06 1.00 8.06 TOTAL 3332.62 (B) Add for water charges @ 1 % on (A) 2.07 TOTAL 3334.69 Add 15% for contractor’s profit and overheads 31.30 on(A+B) Cost of one manhole 3365.99 Say 3366.00
- 396. 980 18.38 : Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 18.38.1: 15 mm diameter pipe. -— Code Description Unit Quantity Rate Amount Details of cost for 10 metre Perimeter = 0.0673 metre Area10x0.0673rn = 0.673sqm. Priming Coat Rate as per item No. 13.50.3 of SH: sqm 0.673 12.65 8.51 Finishing) Painting two coats excluding priming coat with white paint on new work. (Rate as per item No. 13.6.1) sqm 0.673 33.25 22.38 9999 (A) Add for delay L.S. 13.52 1.00 13.52 TOTAL 44.41 (B) Add for water charges @ 1 % on (A) 0.14 TOTAL 44.55 Add 15% for contractor’s profit and overheads 2.05 on (A+B) Cost of 10 metre 46.60 Cost of one metre 4.66 Say 4.65 18.38 : Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 18.38.2: 20 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Perimeter = 0.0845 metre Area = 10x0.0845 sqm. = 0.845 sqm. Priming Coat (Rate as per item No. 13.50.3 of SH sqm 0.845 12.65 10.69 Finishing) Painting two coats excluding priming coat with white paint on new work. (Rate as per item No.l3.61.1) sqm 0.845 33.25 28.10 9999 (A) Add for delay L.S. 13.52 1.00 13.52 TOTAL 52.31 (B) Add for water charges @ 1 % on (A) 0.14 TOTAL 52.45 Add 15% for contractor’s profit and overheads 2.05 on (A+B) Cost of 10 metre 54.50 Cost of one metre 5.45 Say 5.45 18.38: Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 18.38.3 : 25 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Perimeter = 0.1061 metre Area= 10x0.1061 sqm. = 1.061 sqm Priming coat
- 397. 981 Code Description Unit Quantity Rate Amount (Rate as per item No. 13.50.3) sqm 1.061 12.65 13.42 Painting two coats excluding priming coat with white paint on new work. (Rate as per item No. 13.6I.1 of S.H. sqm 1.061 33.25 35.28 finishing) 9999 (A) Add for delay L.S. 20.28 1.00 20.28 TOTAL 68.98 (B) Add for water charges @ 1 % on (A) 0.20 TOTAL 69.18 Add l5% for contractor’s profit and overheads 3.07 on (A+B) Cost of 10 metre 72.25 Cost of one metre 7.23 Say 7.20 18.38 : Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 18.38.4: 32 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Perimeter = 0.1334 metre Area = 10x0.1334 sqm. = 1.334 sqm. Priming Coat Rate as per item No.13.50.3 of SH : sqm 1.334 12.65 16.88 Finishing) Painting two coats excluding priming coat with white paint on new work. (Rate as per item No.13.61.l of S.H. sqm 1.334 33.25 44.36 finishing) 9999 (A) Add for delay L.S. 20.28 1.00 20.28 TOTAL 81.52 (B) Add for water charges @ 1% on (A) 0.20 TOTAL 81.72 Add 15% for contractor’s profit and overheads 3.07 on(A+B) Cost of 10 metre 84.79 Cost of one metre 8.48 Say 8.50 18.38: Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 18.38.5: 40 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Perimeter = 0.1520 metre Area = 10x0.1520 sqm.= 1.520 sqm. Priming Coat (Rate as per item No.l3.50.3 of SH : sqm 1.52 12.65 19.23 Finishing) Painting two coats excluding priming coat with white paint on new work. (Rate as per item No.l3..61.1 of S.H. sqm 1.52 33.25 50.54 finishing)
- 398. 982 Code Description Unit Quantity Rate Amount 9999 (A) Add for delay L.S. 26.91 1.00 26.91 TOTAL 96.98 (B) Add for water charges @ 1 % on (A) 0.27 TOTAL 96.95 Add 15% for contractor’s profit and overheads 4.08 on (A+B) Cost of 10 metre 101.03 Cost of one metre 10.10 Say 10.10 18.38: Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work : 18.38.6: 50 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Perimeter = 0.1894 metre Area= 10x0.1894 sqm. = 1.894 sqm. Priming Coat (Rate as per item No. 13.50.3 of SH : sqm 1.894 12.65 23.96 Finishing) Painting two coats excluding priming coat with white paint on new work. (Rate as per item No.l3.61.l of S.H. sqm 1.894 33.25 62.98 finishing) 9999 (A) Add for delay L.S. 26.91 1.00 26.91 TOTAL 113.85 (B) Add for water charges @ 1 % on (A) 0.27 TOTAL 114.12 Add 15% for contractor’s profit and overheads 4.08 on (A+B) Cost of 10 metre 118.20 Cost of one metre 11.82 Say 11.80 18.39 : Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.39.1: 15 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting one coat with white paint on old work. (Rate as per item No. 14.54.1) sqm 0.673 22.85 15.38 9999 (A) Add for delay L.S. 8.06 1.00 8.06 TOTAL 0.08 (B) Add for water charges @ 1% on (A) 23.52 TOTAL 1.22 Add 15% for contractor’s profit and overheads on (A+B) Cost of 10 metre 24.74 Cost of one metre 2.47 Say 2.45
- 399. 983 18.39 : Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.39.2: 20 mm diameter pipe. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting one coat with white paint on old work. (Rate as per item No.14.54.1 of sqm 0.845 22.85 19.31 S.H.Repair to Bldg) 9999 (A) Add for delay L.S. 8.06 1.00 8.06 TOTAL 27.37 (B) Add for water charges @ 1 % on (A) 0.08 TOTAL 27.45 Add 1 5% for contractor’s profit and overheads 1.22 on (A+B) Cost of 10 metre 28.67 Cost of one metre 2.87 Say 2.85 18.39 Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.39.3 25 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting one coat with white paint on old Works (Rate as per item No.14.54.1 of sqm 1.061 22.85 24.24 S.H.Repair to Bldg) 9999 (A) Add for delay L.S. 10.79 1.00 10.79 TOTAL 35.03 (B) Add for water charges @ 1 % on (A) 0.11 TOTAL 35.14 Add 15% for contractor’s profit and overheads 1.64 on (A+B) Cost of 10 metre 36.78 Cost of one metre 3.68 Say 3.70 18.39 : Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.39.4 : 32 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting one coat with white paint on old work. (Rate as per item No. 14.54.1 of sqm 1.334 22.85 30.48 S.H.Repair to Bldg) 9999 (A) Add for delay L.S. 10.92 1.00 10.92 TOTAL 41.40 (B) Add for water charges @ 1 % on (A) 0.11 TOTAL 41.51 Add 15% for contractor’s profit and overheads 1.65 on (A+B) Cost of 10 metre 43.16 Cost of one metre 4.32 Say 4.30
- 400. 984 18.39 : Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.39.5: 40 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting one coat with white paint on old work. (Rate as per item No. 14.93.2 of sqm 1.52 22.85 34.73 S.H. Repair to.Bldg) 9999 (A) Add for delay L.S. 13.52 1.00 13.52 TOTAL 48.25 (B) Add for water charges @ 1 % on (A) 0.14 TOTAL 48.39 Add 15% for contractor’s profit and overheads 2.05 on (A+B) Cost of 10 metre 50.44 Cost of one metre 5.04 Say 5.05 18.39 : Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.39.6 : 50 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting one coat with white paint on old work. (Rate as per item No.14.93.2 of sqm 1.894 22.85 43.28 S.H. Repair to.Bldg) 9999 (A) Add for delay L.S. 13.52 1.00 13.52 TOTAL 56.80 (B) Add for water charges @ 1 % on (A) 0.14 TOTAL 56.94 Add 15% for contractor’s profit and overheads 2.05 on (A+B) Cost of 10 metre 58.99 Cost of one metre 5.90 Say 5.90 18.40 : Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.40.1: 15 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item13.65.1 sub-head sqm 0.673 24.80 16.69 finishing) 9999 (A) Add for delay L.S. 8.06 1.00 8.06 TOTAL 24.75 (B) Add for water charges @ 1 % on (A) 0.08 TOTAL 24.83 Add 15% for contractor’s profit and overheads 1.22 on (A+B) Cost of 10 metre 26.05 Cost of one metre 2.61 Say 2.60
- 401. 985 18.40 : Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 18.40.2: 20 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No. 13.65.1 sub-head sqm 0.845 24.80 20.96 finishing) 9999 (A) Add for delay L.S. 8.06 1.00 8.06 TOTAL 29.02 (B) Add for water charges @ 1% on (A) 0.08 TOTAL 29.10 Add 15% for contractor’s profit and overheads 1.22 on (A+B) Cost of 10 metre 30.32 Cost of one metre 3.03 Say 3.05 18.40: Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality 18.40.3: 25 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No.13.65.1 sub-head sqm 1.061 24.80 23.31 finishing) 9999 (A) Add for delay L.S. 10.79 1.00 10.79 TOTAL 37.10 (B) Add for water charges @ 1% on (A) 0.11 TOTAL 37.21 Add 15% for contractor’s profit and overheads 1.64 on (A+B) Cost of 10 metre 38.85 Cost of one metre 3.89 Say 3.90 18.40 : Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.40.4: 32 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No. 13.65.1 sub-head sqm 1.334 24.80 33.08 finishing) 9999 (A) Add for delay L.S. 10.79 1.00 10.79 TOTAL 49.87 (B) Add for water charges @ 1 % on (A) 0.11 TOTAL 43.98 Add 15% for contractor’s profit and overheads 1.64 on (A+B) Cost of 10 metre 45.62 Cost of one metre 4.56 Say 4.55
- 402. 986 18.40 : Painting G.I. pipes and fittings with two coats of anti -corrosive bitumastic paint of approved quality: 18.40.5: 40 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No. 13.65.1 sub-heads sqm 1.52 24.80 37.70 finishing) 9999 (A) Add for delay L.S. 12.22 1.00 12.22 TOTAL 49.92 (B) Add for water charges @ 1 % on (A) 0.12 TOTAL 50.04 Add 15% for contractor’s profit and overheads 1.85 on (A+B) Cost of 10 metre 51.89 Cost of one metre 5.19 Say 5.20 18.40: Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.40.6 : 50 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No. 13.65.1 sub-heads sqm 1.894 24.80 46.97 finishing) 9999 (A) Add for delay L.S. 12.22 1.00 12.22 TOTAL 59.19 (B) Add for water charges @ 1 % on (A) 0.12 TOTAL 59.31 Add 15% for contractor’s profit and overheads 1.85 on (A+B) Cost of 10 metre 61.16 Cost of one metre 6.12 Say 6.10 18.40 : Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.40.7 : 65 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No. 13.65.1 sub-heads sqm 2.387 24.80 59.20 finishing) 9999 (A) Add for delay L.S. 13.52 1.00 13.52 TOTAL 72.72 (B) Add for water charges @ 1 % on (A) 0.14 TOTAL 72.86 Add 15% for contractor’s profit and overheads 2.05 on (A+B) Cost of 10 metre 74.91 Cost of one metre 7.49 Say 7.50
- 403. 987 18.40 : Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.40.8: 80 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Painting with anti-corrosive paint two coats. (Rate as per item No. 13.65.1 sub-heads sqm 2.796 24.80 69.34 finishing) 9999 (A) Add for delay L.S. 14.82 1.00 14.82 TOTAL 84.16 (B) Add for water charges @ 1 % on (A) 0.15 TOTAL 84.31 Add 15% for contractor’s profit and overheads 2.25 on (A+B) Cost of 10 metre 86.56 Cost of one metre 8.66 Say 8.65 18.41 : Providing and filling sand grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.1: 15mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost for 1 cum sand Materials 6501 Fine sand cum 1.00 175.00 175.00 2335 Carriage of sand cum 1.00 53.21 53.21 Labour 0114 Belders Day 0.09 135.25 12.17 0115 Coolies Day 0.11 135.25 14.88 Total 255.26 Add for water charges @1% 2.55 Total 257.81 Add for contractor profit and overhead @15% 38.61 (A) Cost for 1cum 296.48 Details of cost of sand filling alround 15mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 21.8mm = 246.8mm say 247mm Quantity of sand = 10x0.30x0.247 = 0.744' cum. Less for pipe = 3.142/4(0.0218)2x10 = (-)0.004 cum. = 0.74 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 0.74 296.48 219.40 TOTAL 219.40 Cost of 10 metre 219.40 Cost of one metre 21.94 Say 21.95
- 404. 988 18.41: Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.2: 20 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 20mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 27.3mm = 252.3 Say 252mm Quantity of sand = 10x0.30x0.252 = 0.756 cum. Less for pipe =3.142/4(0.0273)2 x10 = (-)0.006cum. = 0.750 cum Cost of sand filling for 10 metre pipe Rate as in Item No.18.41.1.marked (A) cum 0.75 296.48 222.36 TOTAL 222.36 Cost of 10 metre 222.36 Cost of one metre 22.24 Say 22.25 18.41 Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.3 25 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 25mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm Above the pipe = 150mm Max. external dia of pipe = 34.2mm = 259.2 Say 259mm Quantity of sand = 10x0.30x0.259 = 0.777 cum. Less for pipe 3.142/4 (0.0342)2 x 10 = (-)0.009cum. = 0.768 Say 0.77 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 0.77 296.48 228.29 TOTAL 228.29 Cost of 10 metre 228.29 Cost of one metre 22.83 Say 22.85 18.41 ; Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.4: 32 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 32mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 42.9mm
- 405. 989 Code Description Unit Quantity Rate Amount = 267.9 Say 268mm Quantity of sand =0x0.30x0.268 =0.804 cum Less for pipe 3.142/4(0.0429)2x 10 = (-)0.014cum. = 0.790 Say 0.79 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 0.79 296.48 234.22 TOTAL 234.22 Cost of 10 metre 234.22 Cost of one metre 23.42 Say 23.40 18.41: Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.5: 40 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 40mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 48.8mm = 273.8 Say 274mm Quantity of sand = 10x0.30x0.274 = 0.82cum Less for pipe 3.142/4(0.0488)2x10 (-)0.014cum. = 0.801 Say 0.80 cum.’ Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 0.80 296.48 237.18 TOTAL 237.18 Cost of 10 metre 237.18 Cost of one metre 23.72 Say 23.70 18.41: Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.6: 50 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 50mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe =150mm+ Max. external dia of pipe = 60.8mm = 285.8 Say 286mm Quantity of sand =10x0.30x0.286 =0.858 cum Less for pipe 3.142/4(0.0608)2xl0 = (-)0.029cum. = 0.829 Say 0.83 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 = marked (A) cum 0.83 296.48 246.08 TOTAL 246.08 Cost of 10 metre 246.08 Cost of one metre 24.61 Say 24.60
- 406. 990 18.41: Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.7: 65 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 65mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 76.6mm = 301.6 Say 302mm Quantity of sand =10x0.45x0.302 =1.359cum Less for pipe 3.142/4(0.0766)2x10 = (-)0.046cum. = 1.313 Say 1.31 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 1.31 296.48 388.39 TOTAL 388.39 Cost of 10 metre 388.39 Cost of one metre 38.84 Say 38.85 18.41: Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.8: 80 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 80mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 89.9mm = 314.9 Say 315mm Quantity of sand = 10x0.45x0.315= 1.418 cum.+ Less for pipe 3.142/4(0.0899)2x10 = (-)0.0640cum. = 1.354 Say 1.35 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 1.35 296.48 400.25 TOTAL 400.25 Cost of 10 metre 400.25 Cost of one metre 40.03 Say 40.00 18.41 : Providing and filling sand of grading zone V or coarser gradealround the G.I. pipes in external work. 18.41.9: 100 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 100mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe=75mm+ Above the pipe = 150mm+
- 407. 991 Code Description Unit Quantity Rate Amount Max. external dia of pipe = 115mm = 340mm Quantity of sand = 10x0.45x0.34 = 1.53 cum.+ Less for pipe 3.142/4(0.115)2x10 = (-)0.10 cum. = 1.43 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1 marked (A) cum 1.43 296.48 423.97 TOTAL 423.97 Cost of 10 metre 423.97 Cost of one metre 42.40 Say 42.40 18.41: Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work. 18.41.10:150 mm diameter pipe Code Description Unit Quantity Rate Amount Details of cost of sand filling alround 150mm dia. pipe 10 metre long. Width of sand filling = 300mm Depth of sand filling under the pipe 75mm+ Above the pipe = 150mm+ Max. external dia of pipe = 166.5mm = 391.50mm Say 0.392m Quantity of sand = 10x0.60x0.392 = 2.35 cum.+ Less for pipe 3.142/4(0.167)2x10 = (-)0.22cum. = 2.13 cum. Cost of sand filling for 10 metre pipe Rate as in Item No 18.41.1marked (A) cum 2.13 296.48 631.50 TOTAL 631.50 Cost of 10 metre 631.50 Cost of one metre 63.15 Say 63.15 18.42: Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested : 18.42.1: Upto 6 metres depth. Code Description Unit Quantity Rate Amount Labour For boring and removing the pipe- 0116 Fitter Day 0.50 151.50 75.75 0114 Beldar Day 3.00 135.25 405.75 0010 Hire charges for derick monkey rope and other Day 0.50 500.00 250.00 accessories 1472 Depreciation @ 2% of the cost of casing pipe metre 0.12 292.00 35.04 6metre @ Rs. per metre 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 780.06 Add for water charges @ 1 % 7.80 TOTAL 787.86
- 408. 992 Code Description Unit Quantity Rate Amount Add for contractor’s profit and over head @ 118.18 15% Cost of 6 metre 906.04 Cost per metre 151.01 Say 151.00 18.42 : Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested : 18.42.2: Beyond 6m and upto 12 m depth. Code Description Unit Quantity Rate Amount Labour For boring and removing the pipe- 0116 Fitter Day 0.62 151.50 93.93 0114 Beldar Day 3.50 135.25 473.38 0010 Hire charges for derick monkey rope and other Day 0.62 500.00 310.00 accessories 1472 Depreciation @ 2% of the cost of casing pipe metre 0.12 292.00 35.04 6metre @ Rs. per metre 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 925.87 Add for water charges @ 1 % 9.26 TOTAL 935.13 Add 15% for contractor’s profit and over head 140.27 Cost of 6 metre 1075.40 Cost per metre 179.23 Say 179.25 18.42: Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested : 18.42.3 : Beyond 12 m and upto 18 m depth. Code Description Unit Quantity Rate Amount Labour For boring and removing the pipe- 0116 Fitter Day 0.75 151.50 113.62 0114 Beldar Day 4.00 135.25 541.00 0010 Hire charges for derick monkey rope and other Day 0.75 500.00 375.00 accessories 1472 Depreciation @ 2% of the cost of casing pipe metre 0.12 292.00 35.04 6metre @ Rs. per metre 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 1 078.18 Add for water charges @ 1 % 10.78 TOTAL 1 088.96 Add for contractor’s profit and over head @ 163.34 15% Cost of 6 metre 1 252.30 Cost per metre 208.72 Say 208.70
- 409. 993 18.43 : Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. Code Description Unit Quantity Rate Amount Details of cost for one strainer 1.5 long Materials 1882 Cost of strainer 40mm diameter 1.5m long each 1.00 405.00 405.00 9999 Carriage to site L.S. 13.52 1.00 13.52 Labour: 0116 Fitter Day 0.17 151.50 25.76 0114 Beldar Day 0.17 151.50 22.99 9999 Sundreis including hamp white lead etc. L.S. 7.15 1.00 7.15 TOTAL 474.42 Add for water charges @ 1 % 4.74 TOTAL 479.16 Add for contractor’s profit and over head @ 71.87 15% Cost of 1.5 metre 551.03 Cost per metre 367.35 Say 367.35 18.44: Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. Code Description Unit Quantity Rate Amount Details of cost for a depth of 10 metre Materials: 1549 (A) 40mm G.I. pipe metre 10.20 160.00 1632.00 2271 (A) carriage of 40mm pipe(36.5kg) tonne 0.03723 47.49 1.76 Added 2% wastage and fitting in “A” 9999 White lead, hamp and oil etc. L.S. 6.76 1.00 6.76 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.75 135.25 101.44 9999 Sundries L S. 7.25 1.00 7.25 TOTAL 1 799.2 Add for water charges @ I % 17.99 TOTAL 1 817.20 Add for contractor’s profit and over head @ 272.58 15% Cost for 10 metre 2089.78 Cost per metre 208.98 Say 209.00 18.45 : Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. Code Description Unit Quantity Rate Amount Details of cost for one pump Materials: 1693 Cost of hand pump each 1.0 450.00 450.00 9999 Carriage L.S. 13.52 1.00 13.52 Labour: 0116 Fitter Day 0.10 1581.50 15.15 0114 Beldar Day 0.10 135.25 13.52 9999 Sundries L.S. 4.42 1.00 4.42 TOTAL 469.61 Add for water charges @ 1 % 4.97 TOTAL 501.58 Add for contractor’s profit and over head @ 75.24 15% Cost for one hand pump 576.82 Say 576.80
- 410. 994 18.46 : Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.1: 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1641 15mm nominal bore . each 1.00 32.00 32.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.11 151.50 16.66 0114 Beldar Day 0.11 135.25 14.88 TOTAL 65.36 Add for water charges @ 1 % 0.65 TOTAL 66.01 Add 15% for contractor’s profit and over heads 9.90 Cost for each no. 75.91 Say 75.90 18.46: Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.2: 20 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1642 20mm nominal bore. each 1.00 50.00 50.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.11 151.50 16.66 0114 Beldar Day 0.11 135.25 14.88 TOTAL 83.36 Add for water charges @ 1 % 0.83 TOTAL 84.19 Add for contractor’s profit and over head @15% 12.63 Cost for each no. 96.82 Say 96.80 18.46: Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.3: 25 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1643 25mm nominal bore each 1.00 59.00 59.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.11 151.50 16.66 0114 Beldar Day 0.11 135.25 14.88 TOTAL 92.36 Add for water charges @ 1% 0.92 TOTAL 93.28 Add for contractor’s profit and over head @15% 13.99 Cost for each no. 107.27 Say 107.25
- 411. 995 18.46 : Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.4: 32 mm nominal Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1644 32mm nominal bore . each 1.00 73.00 73.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.11 151.50 16.66 0114 Beldar Day 0.11 135.25 14.88 TOTAL 106.36 Add for water charges @ 1% 1.06 TOTAL 107.42 Add for contractor’s profit and over head @ 16.11 15% Cost for each no. 123.53 Say 123.55 18.46 : Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.5: 40 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Material 1644 32mm nominal bore . each 1.00 108.00 108.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.11 151.50 16.66 0114 Beldar Day 0.11 135.25 14.88 TOTAL 141.36 Add for water charges @ 1 % 1.41 TOTAL 142.77 Add for contractor’s profit and over head @ 21.42 15% Cost for each no. 164.19 Say 164.20 18.46 : Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.6: 50mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1646 50mm nominal bore. each 1.0 158.00 158.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.15 151.50 22.72 0114 Beldar Day 0.15 135.25 20.29 TOTAL 202.83 Add for water charges @ 1 % 2.03 TOTAL 204.86 Add for contractor’s profit and over head @ 30.73 15% Cost for each no. 235.59 Say 235.60
- 412. 996 18.46: Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.7: 65mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1647 65m.m nominal bore each 1.00 324.00 324.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labours 0116 Fitter Day 0.15 151.50 22.72 0114 Beldar Day 0.15 135.25 20.29 TOTAL 368.83 Add for water charges @ 1% 3.69 TOTAL 372.52 Add for contractor’s profit and over head @ 55.88 15% Cost for each no. 428.40 Say 428.40 18.46: Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.46.8: 80 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1648 80mm nominal bore each 1.00 392.00 392.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labours 0116 Fitter Day 0.15 151.50 22.72 0114 Beldar Day 0.15 135.25 20.29 TOTAL 436.83 Add for water charges @ 1% 4.37 TOTAL 441.20 Add for contractor’s profit and over head @ 661.18 15% Cost for each no. 507.38 Say 507.40 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.1: 15 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1641 15mm nominal bore each 1.0 32.00 32.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labours 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 128.45 Add for water charges @ 1 % 1.28 TOTAL 129.73 Add for contractor’s profit and over head @ 19.46 15% Cost for each no. 149.19 Say 149.20
- 413. 997 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.2: 20 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1642 20mm nominal bore each 1.00 50.00 50.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labours 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 146.45 Add for water charges @ 1% 1.46 TOTAL 147.91 Add for contractor’s profit and over head @ 22.19 15% Cost for each no. 170.10 Say 170.10 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.3: 25 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1643 25mrn nominal each 1.00 59.00 59.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labours 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 155.45 Add for water charges @ 1 % 1.55 TOTAL 157.00 Add for contractor’s profit and over head @ 23.55 15% Cost for each no. 180.55 Say 180.55 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.4: 32 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1644 32mm nominal bore each 1.00 73.00 73.00 9999 Carriage of materials and sundries L.S. 1.82 1.00 1.82 Labours 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 169.45 Add for water charges @ 1% 1.69 TOTAL 171.14 Add for contractor’s profit and over head @ 25.67 15% Cost for each no. 196.81 Say 196.80
- 414. 998 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.5 40 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1645 40 mm nominal bore each 1.00 108.00 108.00 9999 Carriage of material and sundries LS 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 0.33 135.25 44.63 TOTAL 204.45 Add for water charges @ 1% 2.04 TOTAL 206.49 Add for contractor’s profit and over head @ 30.97 15% Cost for each no. 237.46 Say 237.45 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.6 50 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1646 50mm nominal bore each 1.00 158.00 158.00 9999 Carriage of material and sundries LS 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.45 151.50 68.18 0114 Beldar Day 0.45 135.25 60.86 TOTAL 288.86 Add for water charges @ 1% 2.89 TOTAL 291.75 Add for contractor’s profit and over head @ 43.76 15% Cost for each no. 335.51 Say 335.50 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.7 65 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1647 65mm nominal bore each 1.00 324.00 324.00 9999 Carriage of material and sundries LS 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.45 151.50 68.18
- 415. 999 Code Description Unit Quantity Rate Amount 0114 Beldar Day 0.45 135.25 60.86 TOTAL 454.86 Add for water charges @ 1 % 4.55 TOTAL 459.41 Add for contractor’s profit and over head @ 68.91 15% Cost for each no. 528.32 Say 528.30 18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.47.8 80 mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 1648 80mm nominal bore each 1.00 392.00 392.00 9999 Carriage of material and sundries LS 1.82 1.00 1.82 Labour: 0116 Fitter Day 0.45 151.50 68.18 0114 Beldar Day 0.45 135.25 60.86 TOTAL 522.86 Add for water charges @ 1% 5.23 TOTAL 528.09 Add for contractor’s profit and over head @ 79.21 15% Cost for each no. 607.30 Say 607.30 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Code Description Unit Quantity Rate Amount Details of cost for 500 litres, tank 1 no. Materials: 1649 Polyethylene water storage tank per litre 500.00 4.00 2 000.00 9999 Carriage to site L.S. 179.40 1.00 179.40 9999 Placing at terrace L.S. 89.70 1.00 89.70 TOTAL 2 269.10 Add for water charges @ 1 % 22.69 TOTAL 2 291.79 Add for contractor’s profit and over head @ 343.77 15% Cost for 500 litre 2 635.56 Cost per litre 5.27 Say 5.25
- 416. 1000 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 18.49.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7257 15mm diameter C.P. brass bib cock each 1.00 258.00 258.00 9999 Carriage of material and fixing changes LS 11.57 1.00 11.57 TOTAL 269.57 Add for water charges @ 1 % 2.70 TOTAL 272.27 Add for contractor’s profit and over head @ 40.84 15% Cost for 1 No. 313.11 Say 313.10 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 18.50.1 15mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7258 15mm diameter C.P. brass long nose bib cock each 1.00 220.00 220.00 9999 Carriage of material and fixing changes LS 16.25 1.00 16.25 TOTAL 236.25 Add for water charges @ 1 % 2.36 TOTAL 235.61 Add for contractor’s profit and over head @ 35.79 15% Cost for 1 No. 274.40 Say 274.40 18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 18.51.1 15mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7259 15mm diameter C.P. brass long body bib cock each 1.00 258.00 258.00 9999 Carriage of material and fixing changes LS 13.91 1.00 13.91 TOTAL 271.91 Add for water charges @ 1 % 2.72 TOTAL 274.63 Add for contractor’s profit and over head @ 41.19 15% Cost for 1 No. 315.82 Say 315.80
- 417. 1001 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.1 15mm nominal bore. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7260 15mm diameter C.P. brass stop cock each 1.00 258.00 258.00 (Concealed) 9999 Carriage of material and fixing changes L.S. 11.57 1.00 11.57 TOTAL 269.57 Add for water charges @ 1 % 2.70 TOTAL 272.27 Add for contractor’s profit and over head @ 40.84 15% Cost for 1 No. 313.11 Say 313.10 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 18.53.1 15 mm nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7261 C.P. brass angle valve each 1.00 288.00 288.00 9999 Carriage and fixing changes L.S. 11.31 1.00 11.31 TOTAL 299.31 Add for water charges @ 1% 2.99 TOTAL 302.30 Add for contractor’s profit and over head@ 45.34 15% Cost for 1 No. 347.64 Say 347.65 18.54 Providing and fixing PTMT bib cock of approved quality and colour. 18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7400 15mm dia P.T.M.T. bib cock each 1.00 96.00 96.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 104.06 Add for water charges @ 1% 1.04 TOTAL 105.10 Add for contractor’s profit and over head@ 15.76 15% Cost for 1 No. 120.86 Say 120.85
- 418. 1002 18.54 Providing and fixing PTMT bib cock of approved quality and colour. 18.54.2 15 mm nominal bore, 122mm long, weighing not less than 99 gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7401 15mm dia P.T.M.T. bib cock each 1.00 220.00 220.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 228.06 Add for water charges @ 1% 2.28 TOTAL 230.34 Add for contractor’s profit and over head@ 34.55 15% Cost for 1 No. 264.89 Say 264.90 18.54 Providing and fixing PTMT bib cock of approved quality and colour. 18.54.3 15 mm nominal bore, 165 mm long, weighing not less than 110 grams. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7402 15mm dia P.T.M.T. bib cock each 1.00 155.00 155.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 163.06 Add for water charges @ 1% 1.63 TOTAL 164.69 Add for contractor’s profit and over head@ 24.70 15% Cost for 1 No. 189.39 Say 189.40 18.54 Providing and fixing PTMT bib cock of approved quality and colour. 18.54.4 15mm nominal bore, 90mm long, weighing not less than 93 grams. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7859 15mm P.T.M.T. bib cock with nozzle. each 1.00 110.00 110.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 118.06 Add for water charges @ 1% 1.18 TOTAL 119.24 Add for contractor’s profit and over head@ 17.89 15% Cost for 1 No. 137.13 Say 137.15 18.55 Providing and fixing PTMT stop cock of approved quality and colour. 18.55.1 15 mm nominal bore, 86mm long, weighing not less than 88 grams. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7403 15mm dia P.T.M.T. stop cock each 1.00 96.00 96.00
- 419. 1003 Code Description Unit Quantity Rate Amount 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 104.06 Add for water charges @ 1% 1.04 TOTAL 105.10 Add for contractor’s profit and over head@ 15.76 15% Cost for 1 No. 120.86 Say 120.85 18.55 Providing and fixing PTMT stop cock of approved quality and colour. 18.55.2 20mm nominal bore, 89mm long, weighing not less than 88 grams. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7405 20 mm dia P.T.M.T. stop cock each 1.00 120.00 120.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 128.06 Add for water charges @ 1% 1.28 TOTAL 129.34 Add for contractor’s profit and over head@ 19.40 15% Cost for 1 No. 148.74 Say 148.75 18.55 Providing and fixing PTMT stop cock of approved quality and colour. 18.55.3 Concealed stop cock, 15mm nominal bore, 108mm long, weighing not less than 108 grams. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7861 P.T.M.T. stop cock (concealed) 15 mm each 1.00 160.00 160.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 168.06 Add for water charges @ 1% 1.68 TOTAL 169.74 Add for contractor’s profit and over head@ 25.46 15% Cost for 1 No. 195.20 Say 195.20 18.56 Providing and fixing PTMT pillar cock of approved quality and colour . 18.56.1 15mm nominal bore, 107mm long, weighing not less than 110 grams. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7406 15mm dia P.T.M.T. pillar cock each 1.00 150.00 150.00 9999 Carriage of material and fixing changes L.S. 9.49 1.00 9.49 TOTAL 159.49 Add for water charges @ 1% 1.59 TOTAL 161.08 Add for contractor’s profit and over head@ 24.16 15% Cost for 1 No. 185.24 Say 185.25
- 420. 1004 18.56 Providing and fixing PTMT pillar cock of approved quality and colour . 18.56.2 15mm nominal bore, 125mm long foam flow, Weighing not less than 120 gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7401 15mm dia P.T.M.T. bib cockwith flange (fancy) each 1.00 220.00 200.00 9999 Carriage of material and fixing changes L.S. 9.49 1.00 9.49 TOTAL 229.49 Add for water charges @ 1% 2.29 TOTAL 231.78 Add for contractor’s profit and over head @ 34.77 15% Cost for 1 No. 266.55 Say 266.55 18.57 Providing and fixing PTMT, push cock of approved quality and colour. 18.57.1 15 mm nominal bore, 98mm long, Weighing not less than 75 gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7407 15mm P.T.M.T. push cock each 1.00 90.00 90.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 98.06 Add for water charges @ 1% 0.98 TOTAL 99.04 Add for contractor’s profit and over head@ 14.86 15% Cost for 1 No. 113.90 Say 113.90 18.57 Providing and fixing PTMT, push cock of approved quality and colour. 18.57.2 15 mm nominal bore, 80mm long, Weighing not less than 46 gms. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7408 P.T.M.T. push cock 12mm dia 20 mm BSP each 1.00 75.00 75.00 9999 Carriage of material and fixing changes L.S. 8.06 1.00 8.06 TOTAL 83.06 Add for water charges @ 1% 0.83 TOTAL 83.89 Add for contractor’s profit and over head 12.58 15% Cost for 1 No. 96.47 Say 96.45
- 421. 1005 18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.1 Circular type. 18.58.1.1 100 mm nominal dia. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7409 100mm dia P.T.M.T. grating each 1.00 30.00 30.00 9999 Carriage of material and fixing changes L.S. 4.16 1.00 4.16 TOTAL 34.16 Add for water charges @ 1% 0.34 TOTAL 34.50 Add for contractor’s profit and over head 5.18 15% Cost for 1 No. 39.68 Say 39.70 18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.1 Circular type. 18.58.1.2 125 mm nominal dia with 25 mm waste hole. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7411 125mm dia P.T.M.T. grating each 1.00 36.00 36.00 9999 Carriage of material and fixing changes L.S. 4.16 1.00 4.16 TOTAL 40.16 Add for water charges @ 1% 0.40 TOTAL 40.56 Add for contractor’s profit and over head 6.08 15% Cost for 1 No. 46.64 Say 46.65 18.58 Providing and fixing PTMT grating of approved quality and colour. 18.58.2 Rectangular type with openable circular lid. 18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating. Code Description Unit Quantity Rate Amount Details of cost for one no. Materials: 7412 150mm size square P.T.M.T. grating each 1.00 90.00 90.00 9999 Carriage of material and fixing changes L.S. 4.16 1.00 4.16 TOTAL 9416 Add for water charges @ 1% 0.94 TOTAL 95.10 Add for contractor’s profit and over head 14.26 15% Cost for 1 No. 109.36 Say 109.35
- 422. 1006 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately): 18.59.1 50mm dia Code Description Unit Quantity Rate Amount Details of cost for 10 no. double acting air valves Materials: 7415 50mm dia, double acting air valve each 10.00 3 050.00 30 500.00 9999 Carriage of air valves L.S. 26.00 1.00 26.00 9999 Labour for faying double acting air valve L.S. 39.00 1.00 39.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.1 of SH : Water each 10.00 65.60 656.00 Supply) TOTAL 31221.00 Add for water charges @ 1% on all except ‘A’ 305.65 TOTAL 31 526.65 Add for contractor’s profit and over head @ 4 630.60 15% on all except ‘A’ Cost for 10 air valves 36 157.25 Cost for 1 air valves 3 615.73 Say 3 615.70 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately): 18.59.2 80 mm dia Code Description Unit Quantity Rate Amount Details of cost for 10 no. double acting air valves Materials: 7416 80mm dia, double acting air valve each 10.00 4 480.00 44 800.00 9999 Carriage of air valves L.S. 26.00 1.00 26.00 9999 Labour for faying double acting air valve L.S. 39.00 1.00 39.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.1 of SH : Water each 10.00 65.60 656.00 Supply) TOTAL 45 521.00 Add for water charges @ 1% on all except ‘A’ 448.65 TOTAL 45 969.65 Add for contractor’s profit and over head @ 6 797.05 15% on all except ‘A’ Cost for 10 air valves 52 766.70 Cost for 1 air valves 5 276.67 Say 5 276.65
- 423. 1007 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately): 18.59.3 100mm dia Code Description Unit Quantity Rate Amount Details of cost for 10 no. double acting air valves Materials: 7417 100mm dia, double acting air valve each 10.00 5 800.00 58 000.00 9999 Carriage of air valves L.S. 26.00 1.00 26.00 9999 Labour for laying double acting air valve L.S. 52.00 1.00 52.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.2 of SH : Water each 10.00 113.00 1 130.00 Supply) TOTAL 59 208.00 Add for water charges @ 1% on all except ‘A’ 580.78 TOTAL 59 788.78 Add for contractor’s profit and over head @ 8 798.82 15% on all except ‘A’ Cost for 10 air valves 68 587.60 Cost for 1 air valves 6 858.76 Say 6 858.75 18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately): 18.60.1 80 mm dia nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. water meter Materials: 7418 80mm dia. water meter each 1.00 1 800.00 1 800.00 9999 Testing charges L.S. 130.00 1.00 130.00 9999 Carriage of water meter L.S. 26.00 1.00 26.00 9999 Labour for faying water meter L.S. 39.00 1.00 39.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.1 of SH : Water each 2.00 65.60 131.20 Supply) TOTAL 2 126.20 Add for water charges @ 1% on all except ‘A’ 19.95 TOTAL 2 146.15 Add for contractor’s profit and over head @ 302.24 15% on all except ‘A’ Cost for 1 water meter 2 448.39 Say 2 448.40
- 424. 1008 18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately): 18.60.2 100 mm dia nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. water meter Materials: 7419 100mm dia. water meter each 1.00 2 800.00 2 800.00 9999 Testing charges L.S. 130.00 1.00 130.00 9999 Carriage of water meter L.S. 26.00 1.00 26.00 9999 Labour for faying water meter L.S. 52.00 1.00 52.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.2 of SH : Water each 2.00 113.00 226.00 Supply) TOTAL 3 234.00 Add for water charges @ 1% on all except ‘A’ 30.08 TOTAL 3 264.08 Add for contractor’s profit and over head @ 455.71 15% on all except ‘A’ Cost for 1 water meter 3 719.79 Say 3 719.80 18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately): 18.60.3 150 mm dia nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. water meter valves Materials: 7420 80mm dia. water meter each 1.00 4000.00 4000.00 9999 Testing charges L.S. 156.00 1.00 156.00 9999 Carriage of water meter L.S. 39.00 1.00 39.00 9999 Labour for faying water meter L.S. 65.00 1.00 65.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.4 of SH : Water each 2.00 156.90 313.80 Supply) TOTAL 4573.80 Add for water charges @ 1% on all except ‘A’ 42.60 TOTAL 4616.40 Add for contractor’s profit and over head @ 645.39 15% on all except ‘A’ Cost for 1 water meter 5261.79 Say 5261.80
- 425. 1009 18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately): 18.60.4 200 mm dia nominal bore Code Description Unit Quantity Rate Amount Details of cost for one no. water meter Materials: 7421 200mm dia. water meter each 1.00 4 500.00 4 500.00 9999 Testing charges L.S. 156.00 1.00 156.00 9999 Carriage of water meter L.S. 52.00 1.00 52.00 9999 Labour for faying water meter L.S. 104.00 1.00 104.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.5 of SH : Water each 2.00 162.70 325.40 Supply) TOTAL 5 137.40 Add for water charges @ 1% on all except ‘A’ 48.12 TOTAL 5 185.52 Add for contractor’s profit and over head @ 729.02 15% on all except ‘A’ Cost for 1 water meter 5 914.54 Say 5 914.55 18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.61.1 80 mm dia Code Description Unit Quantity Rate Amount Details of cost for one no. dirt box strainer Materials: 7422 80mm dia. dirt box strainer each 1.00 2 500.00 2 500.00 9999 Carriage of dirt box strainer L.S. 26.00 1.00 26.00 9999 Labour for faying dirt box strainer L.S. 39.00 1.00 39.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.1 of SH : Water each 2.00 65.60 131.20 Supply) TOTAL 2 696.20 Add for water charges @ 1% on all except ‘A’ 25.65 TOTAL 2 721.85 Add for contractor’s profit and over head @ 388.60 15% on all except ‘A’ Cost for 1 dirt box strainer 3 110.45 Say 3 110.45
- 426. 1010 18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.61.2 100mm dia. Code Description Unit Quantity Rate Amount Details of cost for one no. dirt box strainer Materials: 7423 100mm dia. dirt box strainer each 1.00 3 750.00 3 750.00 9999 Carriage of dirt box strainer L.S. 26.00 1.00 26.00 9999 Labour for faying dirt box strainer L.S. 52.00 1.00 52.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.2 of SH : Water each 2.00 113.00 226.00 Supply) TOTAL 4 054.00 Add for water charges @ 1% on all except ‘A’ 38.28 TOTAL 4 092.28 Add for contractor’s profit and over head @ 579.94 15% on all except ‘A’ Cost for 1 dirt box strainer 4 672.22 Say 4 672.20 18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.61.3 150 mm dia Code Description Unit Quantity Rate Amount Details of cost for one no. dirt box strainer Materials: 7424 150mm dia. dirt box strainer each 1.0 4850.00 4 850.00 9999 Carriage of dirt box strainer L.S. 39.00 1.00 39.00 9999 Labour for faying dirt box strainer L.S. 65.00 1.00 65.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.4 of SH : Water each 2.0 156.90 313.80 Supply) TOTAL 5 267.80 Add for water charges @ 1% on all except ‘A’ 49.54 TOTAL 5 317.34 Add for contractor’s profit and over head @ 750.53 15% on all except ‘A’ Cost for 1 dirt box strainer 6 067.87 Say 6 067.85 18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.61.4 200mm dia Code Description Unit Quantity Rate Amount Details of cost for one no. dirt box strainer Materials: 7425 200mm dia. dirt box strainer each 1.00 6 800.00 6 800.00 9999 Carriage of dirt box strainer L.S. 52.00 1.00 52.00
- 427. 1011 Code Description Unit Quantity Rate Amount 9999 Labour for faying dirt box strainer L.S. 104.00 1.00 104.00 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc. (A) (Rate as per item no 18.30.5 of SH : Water each 2.00 162.70 325.40 (A) Supply) TOTAL 7 281.40 Add for water charges @ 1% on all except ‘A’ 69.56 TOTAL 7 350.96 Add for contractor’s profit and over head @ 1 053.83 15% on all except ‘A’ Cost for 1 dirt box strainer 8 404.79 Say 8 404.80 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated rod with L.P./ H.P.H.D. plastic ball. 18.62.1 15 mm nominal bore, 105mm long, weighing not less than 138gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7495 P.T.M.T. ball cock 15 mm complete with each 1.00 121.00 121.00 aluminium rod & H.D. ball 9999 Carriage of materials and fixing charges L.S. 21.58 1.00 21.58 Total 142.58 Add 1 % for water charges 1.43 TOTAL 144.01 Add 15% for contractor’s profit and overheads 21.60 Cost or one no 165.61 Say 165.60 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.2 20 mm nominal bore, 120mm long, weighing not less than 198gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7496 P.T.M.T. ball cock 20 mm complete with each 1.00 175.00 175.00 aluminium rod & H.D. ball 9999 Carriage of materials and fixing charges L.S. 26.91 1.00 26.91 Total 201.91 Add 1 % for water charges 2.02 TOTAL 203.93 Add 15% for contractor’s profit and overheads 30.59 Cost or one no 234.52 Say 234.50 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plaitic ball. 18.62.3 25 mm nominal bore, 152mm long, weighing not less than 440gms.
- 428. 1012 Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7497 P.T.M.T. ball cock 25 mm complete with each 1.0 396.00 396.00 aluminium rod & H.D. ball 9999 Carriage of materials and fixing charges L.S. 32.24 1.00 32.24 Total 428.24 Add 1 % for water charges 4.28 TOTAL 432.52 Add 15% for contractor’s profit and overheads 64.88 Cost or one no 497.40 Say 497.40 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.4 40mm nominal bore, 206mm long, weighing not less than 690gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials: 7498 Ball Cock 40mm Complete with Epoxy Each 1.00 745.00 745.00 Coated Aluminium Road & H.D. Ball 9999 Carriage of materials and fixing charges L.S. 32.24 1.00 32.24 TOTAL 777.24 Add 1% for water charges 7.77 TOTAL 785.01 Add 15% for contractor’s profit and overheads 117.75 Cost of one no 902.76 Say 902.75 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated 18.62.5 50mm nominal bore, 242mm long, weighing not less than 1240gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials: 7499 Ball Cock 50mm Complete with Epoxy Each 1.00 1 120.00 1 120.00 Coated Aluminium Road & H.D. Ball 9999 Carriage of materials and fixing charges L.S. 32.24 1.00 32.24 TOTAL 1 152.24 Add 1% for water charges 11.52 TOTAL 1 163.76 Add 15% for contractor’s profit and overheads 174.56 Cost of one no 1 338.32 Say 1 338.30 18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7500 P.T.M.T. angle stop cock with flange each 1.0 120.00 120.00 9999 Carriage of materials and fixing charges L.S. 8.06 1.00 8.06
- 429. 1013 Code Description Unit Quantity Rate Amount TOTAL 128.06 Add 1 % for water charges 1.28 TOTAL 129.34 Add 15% for contractor’s profit and overheads 19.40 Cost of one no 148.74 Say 148.75 18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7501 Swiveling shower 15 mm each 81.00 1.00 81.00 9999 Carriage of materials and fixing charges L.S. 6.76 1.00 6.76 TOTAL 87.76 Add 1% for water charges 0.88 TOTAL 88.64 Add 15% for contractor’s profit and overheads 13.30 Cost of one no 101.94 Say 101.95 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7509 Soap Dish/Holder 138x102x75mm Each 108.00 1.00 108.00 9999 Carriage of materials and fixing charges L.S. 6.76 1.00 6.76 TOTAL 114.76 Add 1 % for water charges 1.15 TOTAL 115.91 Add 15% for contractor’s profit and overheads 17.39 Cost of one no 133.30 Say 133.30 18.66 Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : 18.66.1 Upto300mmdia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7708 Cost of specials quintal 1.00 3 530.00 3530.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 3 634.98 Add for water charges @ 1% on all except ‘A’ 35.35 TOTAL 3 670.33 Add 15% for contractor’s profit and overheads 535.51 on all except ‘A’ Cost of 1 quintal 4 205.84 Say 4 205.85
- 430. 1014 18.66 Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : 18.66.2 Above 300 mm dia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7709 Cost of specials quintal 1.00 3 988.00 3 988.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 4 092.98 Add for water charges @ 1% on all except ‘A’ 39.93 TOTAL 4 132.91 Add 15% for contractor’s profit and overheads 604.90 on all except ‘A’ Cost of 1 quintal 4 737.81 Say 4 737.80 18.67 Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 18.67.1 Upto 300mmdia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7710 Cost of specials quintal 1.00 5 338.00 5 338.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 5 442.98 Add for water charges @ 1% on all except ‘A’ 53.43 TOTAL 5 496.41 Add 15% for contractor’s profit and overheads 809.42 on all except ‘A’ Cost of 1 quintal 6 305.83 Say 6 305.85 18.67 Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 18.67.2 Above 300 mm dia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7711 Cost of specials quintal 1.00 5 588.00 5 588.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 5 684.98 Add for water charges @ 1% on all except ‘A’ 55.85 TOTAL 5 740.83 Add 15% for contractor’s profit and overheads 846.09 on all except ‘A’ Cost of 1 quintal 6 586.92 Say 6 586.90
- 431. 1015 18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 18.68.1 Upto 600mmdia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7682 Cost of specials quintal 1.00 8 938.00 8 938.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 9 042.98 Add for water charges @ 1% on all except ‘A’ 89.43 TOTAL 9 132.41 Add 15% for contractor’s profit and overheads 1 354.82 on all except ‘A’ Cost of 1 quintal 10487.23 Say 10487.25 18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 18.68.2 Above 600 mm dia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7682 Cost of specials quintal 1.00 13 413.00 13 413.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 13 517.98 Add for water charges @ 1% on all except ‘A’ 134.18 TOTAL 13 652.16 Add 15% for contractor’s profit and overheads 2 032.79 on all except ‘A’ Cost of 1 quintal 15 684.95 Say 15 685.00 18.69 Providing and laying D.I Specials of Class K-12suitable for mechanical jointing as per IS :9523 18.69.1 Upto 600 mm dia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7684 Cost of specials quintal 1.00 9 400.00 9 400.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 9 504.98 Add for water charges @ 1% on all except ‘A’ 94.05 TOTAL 9 599.03 Add 15% for contractor’s profit and overheads 1 424.82 on all except ‘A’ Cost of 1 quintal 11 023.85 Say 11 023.85
- 432. 1016 18.69 Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 18.69.2 Above 600 mm dia Code Description Unit Quantity Rate Amount Details of cost for 1 quintal Materials :- 7685 Cost of specials quintal 1.00 14239.00 14 239.00 2309 Carriage of materials tonne 0.10 47.29 4.73 Labour (A) For laying Rate as per item No. 18.24 quintal 1.00 100.25 100.25 TOTAL 14 343.98 Add for water charges @ 1% on all except ‘A’ 142.44 TOTAL 14 486.42 Add 15% for contractor’s profit and overheads 2 157.93 on all except ‘A’ Cost of 1 quintal 16 644.35 Say 16 644.40 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.1 100 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7666 Cost of rubber gasket Each 50.0 25.00 1 250.00 Labour 0116 Fitter Day 1.00 151.50 151.50 0117 Asstt Fitter Day 1.00 141.60 141.60 0114 Beldar Day 1.00 135.25 135.25 TOTAL 1 678.35 Add 1% for water charges 16.78 TOTAL. 1695.13 Add W/o for contractor’s profit and overheads 254.27 Cost for 50 joints 1 949.40 Cost for 1 joint 38.99 Say 39.00 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.2 150 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7668 Cost of rubber gasket Each 50.0 35.00 1 750.00 Labour 0116 Fitter Day 1.50 151.50 227.25 0117 Asstt. Fitter Day 1.50 141.60 212.40 0114 Beldar Day 3.00 135.25 405.75 TOTAL 2 595.40 Add 1 % for water charges 25.95 TOTAL 2 621.35 Add 15% for contractor’s profit and overheads 393.20 Cost for 50 joints 3 014.55 Cost for 1 joint 60.29 Say 60.30
- 433. 1017 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.3 200 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7669 Cost of rubber gasket Each 50.00 62.00 3 100.00 Labour 0116 Fitter Day 2.00 151.50 303.00 0117 Asstt. Fitter Day 2.00 141.60 283.20 0114 Beldar Day 4.00 135.25 541.00 TOTAL 4 227.20 Add 1 % for water charges 42.27 TOTAL. 4 269.47 Add 15% for contractor’s profit and overheads 640.42 Cost for 50 joints 4 909.89 Cost for 1 joint 98.20 Say 98.20 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.4 250 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7670 Cost of rubber gasket Each 50.0 62.00 3 100.00 Labour 0116 Fitter Day 2.50 151.50 378.75 0117 Asstt. Fitter Day 2.50 141.60 354.0 0114 Beldar Day 5.00 135.25 676.25 TOTAL 4 809.00 Add 1 % for water charges 48.09 TOTAL. 4 857.09 Add 15% for contractor’s profit and overheads 728.56 Cost for 50 joints 5 585.65 Cost for 1 joint 111.71 Say 111.70 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.5 300 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7671 Cost of rubber gasket Each 50.0 98.00 4 900.00 Labour 0116 Fitter Day 3.00 151.50 454.50 0117 Asstt. Fitter Day 3.00 141.60 424.80 0114 Beldar Day 6.00 135.25 811.50 TOTAL 6 590.80 Add 1 % for water charges 65.91 TOTAL 6 656.71 Add 15% for contractor’s profit and overheads 998.51 Cost for 50 joints 7 655.22 Cost for 1 joint 153.10 Say 153.10
- 434. 1018 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.6 350 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7672 Cost of rubber gasket Each 50.00 123.00 6150.00 Labour 0116 Fitter Day 3.00 151.50 454.50 0117 Asstt. Fitter Day 3.00 141.60 424.80 0114 Beldar Day 6.00 135.25 811.50 TOTAL 7 840.80 Add 1 % for water charges 78.41 TOTAL 7919.21 Add 15% for contractor’s profit and overheads 1 187.88 Cost for 50 joints 9 107.09 Cost for 1 joint 182.14 Say 182.15 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.7 400 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7673 Cost of rubber gasket Each 50.00 248.00 12400.00 Labour 0116 Fitter Day 4.00 151.50 606.00 0117 Asstt. Fitter Day 4.00 141.60 566.40 0114 Beldar Day 8.00 135.25 1082.00 TOTAL 14654.40 Add 1 % for water charges 146.54 TOTAL 14800.94 Add 15% for contractor’s profit and overheads 2220.14 Cost for 50 joints 17021.08 Cost for 1 joint 340.42 Say 340.40 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.8 450 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7674 Cost of rubber gasket Each 50.00 275.00 13750.00 Labour 0116 Fitter Day 4.50 151.50 681.75 0117 Asstt. Fitter Day 4.50 141.60 637.20 0114 Beldar Day 9.00 135.25 1217.25 TOTAL 16286.20 Add 1 % for water charges 162.86 TOTAL 16499.06 Add 15% for contractor’s profit and overheads 2467.36 Cost for 50 joints 18916.42 Cost for 1 joint 378.33 Say 378.35
- 435. 1019 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.9 500 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7675 Cost of rubber gasket Each 50.00 285.00 14250.00 Labour 0116 Fitter Day 4.75 151.50 719.62 0117 Asstt. Fitter Day 4.75 141.60 672.60 0114 Beldar Day 9.50 135.25 1284.88 TOTAL 16927.10 Add 1 % for water charges 169.27 TOTAL 17096.37 Add 15% for contractor’s profit and overheads 2564.46 Cost for 50 joints 19660.83 Cost for 1 joint 393.22 Say 393.20 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.10 600 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7676 Cost of rubber gasket Each 50.00 348.00 17400.00 Labour 0116 Fitter Day 6.50 151.50 984.75 0117 Asstt. Fitter Day 6.50 141.60 920.40 0114 Beldar Day 13.00 135.25 1758.25 TOTAL 21063.40 Add 1 % for water charges 210.63 TOTAL 21274.03 Add 15% for contractor’s profit and overheads 3191.10 Cost for 50 joints 24465.13 Cost for 1 joint 489.30 Say 489.30 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.11 650 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7677 Cost of rubber gasket Each 50.00 550.00 27500.00 Labour 0116 Fitter Day 7.70 151.50 1166.55 0117 Asstt. Fitter Day 7.70 141.60 1090.32 0114 Beldar Day 15.40 135.25 2082.85 TOTAL 31839.72 Add 1 % for water charges 318.40 TOTAL 32158.12 Add 15% for contractor’s profit and overheads 4823.72 Cost for 50 joints 36981.84 Cost for 1 joint 739.64 Say 739.65
- 436. 1020 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.12 700 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7678 Cost of rubber gasket Each 50.00 648.00 32400.00 Labour 0116 Fitter Day 7.70 151.50 1166.55 0117 Asstt. Fitter Day 7.70 141.60 1090.32 0114 Beldar Day 15.40 135.25 2082.85 TOTAL 36739.72 Add 1 % for water charges 367.40 TOTAL 37107.12 Add 15% for contractor’s profit and overheads 5566.07 Cost for 50 joints 42673.19 Cost for 1 joint 853.46 Say 853.45 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.13 800 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7679 Cost of rubber gasket Each 50.00 725.00 36250.00 Labour 0116 Fitter Day 8.50 151.50 1287.75 0117 Asstt. Fitter Day 8.50 141.60 1203.60 0114 Beldar Day 17.00 135.25 2299.25 TOTAL 41040.60 Add 1 % for water charges 410.41 TOTAL 41451.01 Add 15% for contractor’s profit and overheads 6217.65 Cost for 50 joints 47668.66 Cost for 1 joint 953.37 Say 953.35
- 437. 1021 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.14 900 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7680 Cost of rubber gasket Each 50.00 968.00 48 400.00 Labour 0116 Fitter Day 10.00 151.50 1 515.00 0117 Asstt. Fitter Day 10.00 141.60 1 416.00 0114 Beldar Day 20.00 135.25 2 705.00 TOTAL 54 036.00 Add 1% for water charges 540.36 TOTAL 54 576.36 Add 15% for contractor’s profit and overheads 8 186.45 Cost for 50 joints 62 762.81 Cost for 1 joint 1 255.26 Say 1 255.25 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 18.70.15 1000 mm dia pipes Code Description Unit Quantity Rate Amount Details of cost for 50 Joints Materials :- 7681 Cost of rubber gasket Each 50.0 1 188.00 59 400.00 Labour 0116 Fitter Day 11.00 151.50 1 666.50 0117 Asstt. Fitter Day 11.00 141.60 1 557.60 0114 Beldar Day 22.00 135.25 2 975.50 TOTAL 65 599.60 Add 1% for water charges 656.00 TOTAL 66 255.60 Add 15% for contractor’s profit and overheads 9 938.34 Cost for 50 joints 76 193.94 Cost for 1 joint 1 523.88 Say 1 523.90 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536): 18.71.1 100 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 100 mm dia. cast iron pipes double flanged weight of 1m pipe = 27.00 kg Weight of 5 m pipes 27.00x5 = 135.00 Kg 7712 Cost of pipe metre 5.00 977.00 4 885.00 2319 Carriage of pipes 100 metre 5.00 116.30 5.82 Labour (A) For laying Rate same as per item no 18.23 quintal 1.35 55.55 74.99 SH : Water Supply
- 438. 1022 Code Description Unit Quantity Rate Amount TOTAL 4 965.81 Add for water charges @1% on all except ‘A’ 48.91 TOTAL 5 014.72 Addfor contractor’s profit and overheads 740.96 @15% on all execpt ‘A’ Cost for 5 metre 5 755.68 Cost per metre 1 151.14 Say 1 151.15 18.71 Providing and laying Double Flanged (screwed/welded) Centrifugally (Spun) Cast Iron, Class B (IS: 1536): 18.71.2 150 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 150 mm dia. cast iron pipes double flanged weight of 1m pipe = 44.10 kg Weight of 5 m pipes 44.10x5 = 220.50 Kg 7713 Cost of pipe metre 5.00 1511.00 7 555.00 2321 Carriage of pipes 100 metre 5.00 193.83 9.69 Labour (A) For laying Rate same as per item no 18.23 quintal 2.21 55.55 122.77 SH : Water Supply TOTAL 7 687.46 Add for water charges @1% on all except ‘A’ 75.65 TOTAL 7 763.11 Add for contractor’s profit and overheads 1 146.05 @ 15% on all execpt ‘A’ Cost for 5 metre 8 909.16 Cost per metre 1 781.83 Say 1 781.85 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536): 18.71.3 200 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials:- 200 mm dia. cast iron pipes double flanged weight of 1m pipe = 63.50 kg Weight of 5 m pipes 63.50 0x5 = 317.50 Kg 7714 Cost of pipe metre 5.00 2092.00 10460.00 2322 Carriage of pipes 100 metre 5.00 315.30 15.76 Labour (A) For laying Rate same as per item no 18.23 quintal 3.18 55.55 176.65 SH : Water Supply TOTAL 10652.41 Add for water charges @1% on all except ‘A’ 104.76 TOTAL 10757.17 Add for contractor’s profit and overheads 1587.08 @15% on all execpt ‘A’ Cost for 5 metre 12344.25 Cost per metre 2468.85 Say 2468.85
- 439. 1023 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536): 18.71.4 250 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 250 mm dia. cast iron pipes double flanged weight of 1m pipe= 85.30 kg Weight of 5 m pipes 85.30 x5 = 426.50 Kg 7715 Cost of pipe metre 5.00 2800.00 14000.00 2323 Carriage of pipes 100 metre 5.00 448.05 22.40 Labour (A) For laying Rate same as per item no 18.23 quintal 4.27 55.55 237.20 SH : Water Supply TOTAL 14259.60 Add for water charges @1% on all except ‘A’ 140.22 TOTAL 14399.82 Add for contractor’s profit and overheads 2124.39 @15% on all execpt ‘A’ Cost for 5 metre 16524.21 Cost per metre 3304.84 Say 3304.85 18.71 Providing and laying Double Flanged (screwed/welded) Centrifugally (Spun) Cast Iron, Class B (IS: 1536): 18.71.5 300 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 300 mm dia. cast iron pipes double flanged weight of 1m pipe= 110.00 kg Weight of 5 m pipes 110.00x5 = 550.00 Kg 7716 Cost of pipe metre 5.00 3 559.00 17795.00 2324 Carriage of pipes 100 metre 5.00 553.80 27.69 Labour (A) For laying Rate same as per item no 18.23 quintal 5.50 55.55 305.52 SH : Water Supply TOTAL 18 128.21 Add for water charges @1% on all except ‘A’ 178.23 TOTAL 18 306.44 Add for contractor’s profit and overheads 2 700.14 @15% on all execpt ‘A’ Cost for 5 metre 21 006.58 Cost per metre 4 201.32 Say 4 201.30 18.71 Providing and laying Double Flanged (screwed/welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 18.71.6 350 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 350 mm dia. cast iron pipes double flanged weight of 1m pipe = 135.70 kg Weight of 5 m pipes 135.70x5 = 678.50 Kg 7717 Cost of pipe metre 5.00 4553.00 22765.00
- 440. 1024 Code Description Unit Quantity Rate Amount Carriage of pipes 100 metre 5.00 775.32 38.77 Labour S&fcS (A) For laying Rate same as per item no 18.23 quintal 6.79 55.55 377.18 SH : Water Supply TOTAL 23180.95 Add for water charges @1% on all except ‘A’ 228.04 TOTAL 23408.99 Add for contractor’s profit and overheads 3454.77 @15% on all execpt ‘A’ Cost for 5 metre 26863.76 Cost per metre 5372.75 Say 5372.75 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536): 18.71.7 400 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 400 mm dia. cast iron pipes double flanged weight of 1m pipe = 166.80kg Weight of 5 m pipes 166.80x5 = 834.00 Kg 7718 Cost of pipe metre 5.00 5 885.00 29 425.00 2326 Carriage of pipes 100 metre 5.00 1 057.26 52.86 Labour (A) For laying Rate same as per item no 18.23 quintal 8.34 55.55 463.29 SH : Water Supply TOTAL 29 941.15 Add for water charges @1% on all except ‘A’ 294.78 TOTAL 30 235.93 Add for contractor’s profit and overheads 4 465.90 @15%onallexecpt’A’ Cost for 5 metre 34 701.83 Cost per metre 6 940.37 Say 6 940.35 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS: 1536): 18.71.8 450 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 450 mm dia. cast iron pipes double flanged weight of 1m pipe= 201.600 kg Weight of 5 m pipes 201.600x5 = 1008.00 Kg 7719 Cost of pipe metre 5.00 7 627.00 38 135.00 2327 Carriage of pipes 100 metre 5.00 1 292.20 64.61 Labour (A) For laying Rate same as per item no 18.23 quintal 10.08 55.55 559.94 SH : Water Supply TOTAL 38 759.55
- 441. 1025 Code Description Unit Quantity Rate Amount Add for water charges @1% on all except ‘A’ 382.00 TOTAL 39 141.55 Add for contractor’s profit and overheads 5 787.24 @15% on all execpt ‘A’ Cost for 5 metre 44 928.79 Cost per metre 8 985.76 Say 8 985.75 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536): 18.71.9 500 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 500 mm dia. cast iron pipes double flanged weight of 1m pipe= 234.80 kg Weight of 5 m pipes 234.80x5 = 1174.00 Kg 7720 Cost of pipe metre 5.00 9 962.00 49 810.00 2328 Carriage of pipes 100 metre 5.00 1292.20 64.61 Labour (A) For laying Rate same as per item no 18.23 quintal 11.74 55.55 652.16 SH : Water Supply TOTAL 50 526.77 Add for water charges @1% on all except ‘A’ 498.75 TOTAL 51025.52 Add for contractor’s profit and overheads 7 556.00 @15%onalIexecpt’A’ Cost for 5 metre 58 581.52 Cost per metre 11 716.30 Say 11 716.30 18.71 Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536): 18.71.10 600 mm dia C.I. Double Flanged Pipe Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 600 mm dia. cast iron pipes double flanged weight of 1m pipe= 315.30kg Weight of 5 m pipes 315.30x5 = 1576.50 Kg 7721 Cost of pipe metre 5.00 12 992.00 64 960.00 2329 Carriage of pipes 100 metre 5.00 1938.30 96.92 Labour for laying (A) Rate same as per item no 18.23 of SH : quintal 15.77 55.55 876.02 Water Supply TOTAL 65 932.94 Add for water charges @1% on all except ‘A’ 650.57 TOTAL 66 583.51 Add for contractor’s profit and overheads 9 856.12 @15%on all execpt’A’ Cost for 5 metre 76 439.63 Cost per metre 15 287.93 Say 15 287.90
- 442. 1026 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.1 100 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 100mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 15.39 kg Weight of 10m pipes 15.39x10= 153.90 Kg 7722 Cost of pipe metre 10.00 5970.00 5970.00 2343 Carriage of pipes 100 metre 10.00 116.30 11.63 Labour for laying (A) Rate same as per item no 18.23 SH : Water quintal 1.54 55.55 85.55 Supply TOTAL 6 067.18 Add for water charges @1% on all except ‘A’ 59.82 TOTAL 6 127.00 Add.for contractor’s profit and overheads 906.22 @15% on all execpt ‘A’ Cost for 10 metre 7 033.22 Cost per metre 703.32 Say 703.30 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.2 150 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 150 mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 22.750kg Weight of 10m pipes 22.750x 10 = 227.50 Kg 7723 Cost of pipe metre 10.00 870.00 8700.00 2344 Carriage of pipes 100 metre 10.00 193.83 19.38 Labour for laying (A) Rate same as per item no18.23 SH : Water quintal 2.28 55.55 126.65 Supply TOTAL 8846.03 Add for water charges @1% on all except ‘A’ 87.19 TOTAL 8933.22 Add,for contractor’s profit and overheads 1320.99 @15% on all execpt’A’ Cost for 10 metre 10254.21 Cost per metre 1025.42 Say 1025.40 18.72 Providing and laying S&S Centrifugally Cast (Spun) /Ductile Iron Pipes conforming to IS : 8329 : 18.72.3 200 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 200 mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 30.090 kg
- 443. 1027 Code Description Unit Quantity Rate Amount Weight of 10m pipes 30.090x10 = 300.90 Kg 7724 Cost of pipe metre 10.00 237.00 12 370.00 2345 Carriage of pipes 100 metre 10.00 315.30 31.53 Labour for laying (A) Rate same as per item 18.23 of SH : Water quintal 3.01 55.55 167.21 Supply TOTAL 12 568.74 Add for water charges @1% on all except ‘A’ 124.02 TOTAL 12 692.76 Add for contractor’s profit and overheads 1 878.83 @15% on all execpt ‘A’ Cost for 10 metre 14 571.59 Cost per metre 1 457.16 Say 1 457.15 18.72 Providing and laying S&S Centrifugally Cast (Spun) /D u c t i l e I r o n Pipes conforming to IS : 8329 : 18.72.4 250 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 250mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 39.310kg Weight of 10m pipes 39.310x10 = 393.10 Kg 7725 Cost of pipe metre 10.00 1675.00 16 750.00 2346 Carriage of pipes 100 metre 10.00 448.05 44.80 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 3.93 55.55 218.31 Supply TOTAL 17013.11 Add for water charges @1% on all except ‘A’ 167.95 TOTAL 17 181.06 Add, for contractor’s profit and overheads 2 544.41 @15% on all execpt ‘A’ Cost for 10 metre 19 725.47 Cost per metre 1 972.55 Say 1 972.55 18.72 Providing and laying S&S Centrifugally Cast (Spun) /Ductile IronPipes conforming to IS : 8329 : 18.72.5 300 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 300mm dia. cast iron pfpes (in 5.5 m lengths) Weight of 1m pipe =48.400kg Weight of 10m pipes 48.400x10 = 484.00 Kg 7726 Cost of pipe metre 10.00 2369.00 23 690.00 2347 Carriage of pipes 100 metre 10.00 553.80 55.38 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 4.84 55.55 268.86 Supply
- 444. 1028 Code Description Unit Quantity Rate Amount TOTAL 24 014.24 Add for water charges @1% on all except ‘A’ 237.45 TOTAL 24 251.69 Add for contractor’s profit and overheads 3 597.42 @15% on all execpt ‘A’ Cost for 10 metre 27 849.11 Cost per metre 2 784.91 Say 2 784.90 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron pipes conforming to IS : 8329 : 18.72.6 350 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 350mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 66.020kg Weight of 10m pipes 66.020x10 = 660.20 Kg 7727 Cost of pipe metre 10.00 2 728.00 27 280.00 2348 Carriage of pipes 100 metre 10.00 775.32 77.53 Labour for laying (A) Rate same as per item no 18.23of SH : Water quintal 6.60 55.55 366.63 Supply TOTAL 27 724.16 Add for water charges @1% on all except ‘A’ 273.58 TOTAL 27 997.74 Add for contractor’s profit and overheads 4 144.67 @15% on all execpt ‘A’ Cost for 10 metre 32 142.41 Cost per metre 3 214.24 Say 3 214.25 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72..7 400 mm dia Ductile Iron Class K.-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 400mm dia. cast iron pipes (in 5.5 m lengths) Weight of 10m pipes 78.280x10 = 782.80 Kg 7728 Cost of pipe metre 10.00 3 256.00 32 560.00 2349 Carriage of pipes 100 metre 10.00 1 057.26 105.73 Labour for laying (A) Rate same as per item no18.23 of SH : Water quintal 7.83 55.55 434.96 Supply TOTAL 33 100.69 Add for water charges @1% on all except ‘A’ 326.66 TOTAL 33 427.35 Add for contractor’s profit and overheads 4 948.86 @ 15% on all execpt ‘A’ Cost for 10 metre 38 376.21 Cost per metre 3 837.62 Say 3 837.60
- 445. 1029 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.8 450 mm dia Ductile Iron Class K.-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 450mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 91.410kg Weight of 10m pipes 91.410x10 = 914.10 Kg 7729 Cost of pipe metre 10.00 3 861.00 38 610.00 2350 Carriage of pipes 100 metre 10.00 1 292.20 129.22 Labour for laying (A) Rate same as per item no.18.23 of SH : Water quintal 9.14 55.55 507.73 Supply TOTAL 39 246.95 Add for water charges @1% on all except ‘A’ 387.39 TOTAL 39 634.34 Add for contractor’s profit and overheads 5 868.99 @15% on all execpt ‘A’ Cost for 10 metre 45 503.33 Cost per metre 4 550.33 Say 4 550.35 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.9 500 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 500mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe = 106.640 kg Weight of 10m pipes 106.640x10 = 1066.40 Kg 7730 Cost of pipe metre 10.00 4 557.00 45570.00 2351 Carriage of pipes 100 metre 10.00 1292.20 129.22 Labour for laying (A) Rate same as per item no S9S& of SH : Water quintal 10.66 55.55 592.16 Supply TOTAL 46291.38 Add for water charges @1% on all except ‘A’ 456.99 TOTAL 46748.37 Add for contractor’s profit and overheads 6923.43 @15% on allexecpt’A’ Cost for 10 metre 53671.80 Cost per metre 5367.18 Say 5367.20
- 446. 1030 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.10 600 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 600mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe=138.610kg Weight of 10m pipes 138.610x10= 1386.10 Kg 7731 Cost of pipe metre 10.00 6011.00 60110.00 2352 Carriage of pipes 100 metre 10.00 1938.30 193.83 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 13.86 55.55 769.92 Supply TOTAL 61073.75 Add for water charges @1% on all except ‘A’ 603.04 TOTAL 61676.79 Add for contractor’s profit and overheads 9136.03 @15%on allexecpt’A’ Cost for 10 metre 70812.82 Cost per metre 7081.28 Say 7081.30 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.11 700 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 700mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe=188.920 kg Weight of 10m pipes 188.920x 10 = 1889.20 Kg 7732 Cost of pipe metre 10.00 7463.00 74630.00 2353 Carriage of pipes 100metre 10.00 1938.30 193.83 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 18.89 55.55 1049.34 (A) Supply TOTAL 75873.17 Add for water charges @1% on all except ‘A’ 748.24 TOTAL 76621.41 Add for contractor’s profit and overheads 11335.81 @15% on all execpt ‘A’ Cost for 10 metre 87957.22 Cost per metre 8795.70 Say 8795.70
- 447. 1031 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.12 800 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 800mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 243.510kg Weight of 10m pipes 243.510x10 = 2435.10 Kg 7733 Cost of pipe metre 10.00 10 405.00 104 050.00 2355 Carriage of pipes 100 metre 10.00 1938.30 193.83 Labour for laying (A) Rate same as per item no18.23 SH : Water quintal 24.35 55.55 1 352.64 Supply TOTAL 105 596.47 Add for water charges @1% on all except ‘A’ 1 042.44 TOTAL 106 638.91 Add for contractor’s profit and overheads 15 792.94 @15% on all execpt ‘A’ Cost for 10 metre 122 431.85 Cost per metre 12 243.19 Say 12 243.20 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.13 900 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials:- 900 mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 282.74 kg Weight of 10m pipes 282.74x10 = 2827.40 Kg 7734 Cost of pipe metre 10.00 12798.00 12 7980.00 2356 Carriage of pipes 100 metre 10.00 2907.45 2 90.74 Labour for laying (A) Rate same as per item noflfi88£of SH : Water quintal 28.27 55.55 1570.40 Supply TOTAL 129841.14 Add for water charges @ 1 % on all except ‘A’ 1282.71 TOTAL 131123.85 Add for contractor’s profit and overheads 19433.02 @15%on allexecpt’A’ Cost for 10 metre 150556.69 Cost per metre 15055.69 Say 15055.70 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.14 1000 mm dia Ductile Iron Class K-7 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1000 mm dia. cast iron pipes (in 5.5 m lengths)
- 448. 1032 Code Description Unit Quantity Rate Amount Weight of 1m pipe= 348.230kg Weight of 10m pipes 348.230x 10 = 3482.30 Kg 7735 Cost of pipe metre 10.00 15505.00 155050.00 2357 Carriage of pipes 100 metre 10.00 3876.61 387.66 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 34.82 55.55 1934.25 Supply TOTAL 157371.91 Add for water charges @1% on all except ‘A’ 1554.38 TOTAL 158926.29 Add for contractor’s profit and overheads 23548.81 @15% all execpt’A’ Cost for 10 metre 182475.10 Cost per metre 18247.51 Say 18247.50 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.15 100 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 100mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 17.760Kg Weight of 10m pipes 17.760x 10=177.60 Kg 7651 Cost of pipe metre 10.00 658.00 6580.00 2319 Carriage of pipes 100 metre 10.00 116.30 11.63 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 1.776 55.55 98.66 Supply TOTAL 6690.29 Add for water charges @1% on all except ‘A’ 65.92 TOTAL 6756.21 Add for contractor’s profit and overheads 998.63 @15% on all execpt ‘A’ Cost for 10 metre 7754.84 Cost per metre 775.48 Say 775.50 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.16 150 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 150 mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe =26.27Kg Weight of 10m pipes 26.270x10 = 262.70 Kg 7652 Cost of pipe metre 10.00 978.00 9780.00 2321 Carriage of pipes 100 metre 10.00 193.83 19.38 Labour for laying
- 449. 1033 Code Description Unit Quantity Rate Amount (A) Rate same as per item no 18.23 of SH : Water quintal 2.627 55.55 145.93 Supply TOTAL 9945.31 Add for water charges @1% on all except ‘A’ 97.99 TOTAL 10043.30 Add for contractor’s profit and overheads 1484.61 @15%on all execpt’A’ Cost for 10 metre 11527.91 Cost per metre 1152.79 Say 1152.80 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.17 200 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 200 mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 36.150Kg Weight of 10m pipes 36.150x 10 = 361.50 Kg 7653 Cost of pipe metre 10.00 1348.00 13480.00 2322 Carriage of pipes 100 meter 10.00 315.30 31.53 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 3.615 55.55 200.81 Supply TOTAL 13712.34 Add for water charges @1% on all except ‘A’ 135.12 TOTAL 13847.46 Add for contractor’s profit and overheads 2047.00 @ 15% on all execpt’A’ Cost for 10 metre 15894.46 Cost per metre 1589.45 Say 1589.45 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.18 250 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 250mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe = 48.00 Kg Weight of 10m pipes 48.000x10 = 480.00 Kg 7654 Cost of pipe metre 10.00 1743.00 17430.00 2323 Carriage of pipes 100 metre 10.00 448.05 44.80 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 4.80 55.55 266.64 Supply TOTAL 17741.44 Add for water charges @1% on all except ‘A’ 174.75 TOTAL 17916.19 Add for contractor’s profit and overheads 2647.43 @15% on all execpt ‘A’ Cost for 10 metre 20563.62 Cost per metre 2056.36 Say 2056.35
- 450. 1034 18.72 Providing and laying S&S Centrifugaily Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.19 300 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 300mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 60.490 Kg Weight of 10m pipes 60.490x10 = 604.90 Kg 7655 Cost of pipe metre 10.00 2238.00 22380.00 2324 Carriage of pipes 100 metre 10.00 553.80 55.38 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 6.049 55.55 336.02 Supply TOTAL 22771.40 Add for water charges @1% on all except ‘A’ 224.35 TOTAL 22995.75 Add for contractor’s profit and overheads 3398.96 @15% on all execpt’A’ Cost for 10 metre 26394.71 Cost per metre 2639.47 Say 2639.45 18.72 Providing and laying S&S Centrifugaily Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.20 350 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 350mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe = 79.730 Kg Weight of 10m pipes 79.730x10 = 797.30 Kg 7656 Cost of pipe metre 10.00 2 625.00 26 250.00 2325 Carriage of pipes 100 metre 10.00 775.32 77.53 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 7.973 55.55 442.90 Supply TOTAL 26 770.43 Add for water charges @1% on all except ‘A’ 263.28 TOTAL 27 033.71 Add for contractor’s profit and overheads 3 988.62 @15% on all execpt ‘A’ Cost for 10 metre 31 022.33 Cost per metre 3 102.23 Say 3 102.25 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329: 18.72.21 400 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 400mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe =94.800 Kg Weight of 10m pipes 94.800x10 = 948.00 Kg
- 451. 1035 Code Description Unit Quantity Rate Amount 7657 Cost of pipe metre 10.00 3 763.00 37 630.00 2326 Carriage of pipes 100 metre 10.00 1 057.26 105.73 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 9.48 55.55 526.61 Supply TOTAL 38 262.34 Add for water charges @1% on all except ‘A’ 377.36 TOTAL 38 639.70 Add for contractor’s profit and overheads 5 716.96 @15% on all execpt ‘A’ Cost for 10 metre 44 356.66 Cost per metre 4 435.67 Say 4 435.65 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.22 450 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 450mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 110.970Kg Weight of 10m pipes 110.970x 10 = 1109.70 Kg 7658 Cost of pipe metre 10.00 4 175.00 41 750.00 2327 Carriage of pipes 100 metre 10.00 1 292.20 129.22 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 11.097 55.55 616.44 Supply TOTAL 42 495.66 Add for water charges @1% on all except ‘A’ 418.79 TOTAL 42 914.45 Add for contractor’s profit and overheads 6 344.70 @15% on all execpt ‘A’ Cost for 10 metre 49 259.15 Cost per metre 4 925.92 Say 4 925.90 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.23 500 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 500mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe =129.480Kg Weight of 10m pipes 129.480x10= 1294.80 Kg 7659 Cost of pipe metre 10.00 5600.00 56.000.00 2328 Carriage of pipes 100 metre 10.00 1292.20 129.22 Labour for laying (A) Rate same as per item no18.23 of SH : Water quintal 12.948 55.55 719.26 Supply TOTAL 56848.48 Add for water charges @1% on all except ‘A’ 561.29 TOTAL 57409.77 Add for contractor’s profit and overheads 8503.58 @ 15% on all execpt ’A’ Cost for 10 metre 65913.35 Cost per metre 6591.34 Say 6591.35
- 452. 1036 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.24 600 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials:- 600mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 168.680 Kg Weight of 10m pipes 168.680x10= 1686.80 Kg 7660 Cost of pipe metre 10.00 6275.00 62750.00 2329 Carriage of pipes 100 metre 10.00 1938.30 193.83 Labour for laying (A) Rate same as per item no.18.23 of SH : Water quintal 16.868 55.55 937.02 (A) Supply TOTAL 63880.85 Add for water charges @1% on all except ‘A’ 629.44 TOTAL 64510.29 Add for contractor’s profit and overheads 9535.99 @15% on all execpt ‘A’ Cost for 10 metre 74046.28 Cost per metre 7404.63 Say 7404.65 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.25 700 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 700mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe= 217.540 Kg Weight of 10m pipes 217.540x10 = 2175.40 Kg 7661 Cost of pipe metre 10.00 8538.00 85380.00 2330 Carriage of pipes 100 metre 10.00 1292.20 129.22 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 21.754 55.55 1208.43 Supply TOTAL 86717.65 Add for water charges @1% on all except ‘A’ 855.09 TOTAL 87572.74 Add for contractor’s profit and overheads 12954.65 @15% on all execpt ‘A’ Cost for 10 metre 100527.39 Cost per metre 10052.74 Say 10052.75 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.26 750 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 750mm dia. cast iron pipes (in 5.5 m lengths) Wt. of 1 m pipe = 242.60 Kg. Weight of 10m pipes 242.60x10 = 2426.00 Kg 7662 Cost of pipe metre 10.00 9725.00 97250.00 2331 Carriage of pipes 100 metre 10.00 2907.45 290.74 Labour for laying
- 453. 1037 Code Description Unit Quantity Rate Amount (A) Rate same as per item no 18.23 of SH : Water quintal 24.26 55.55 1347.64 Supply TOTAL 98888.38 Add for water charges @1% on all except ‘A’ 975.41 TOTAL 99863.79 Add for contractor’s profit and overheads 14777.42 @15% on all execpt ‘A’ Cost for 10 metre 114641.21 Cost per metre 11464.12 Say 11464.10 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.27 800 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 800 mm dia. cast iron pfpes (in 5.5 m lengths) Weight of 1m pipe= 267.100 Kg Weight of 10m pipes 267.100x10 = 2671.00 Kg 7663 Cost of pipe metre 10.00 10 00.00 100 000.00 2332 Carriage of pipes 100 metre 10.00 3876.61 387.66 Labour for laying Rate same as per item no 18.23 of SH : Water quintal 26.71 55.55 1483.74 Supply TOTAL 101871.40 Add for water charges @1% on all except ‘A’ 1003.88 TOTAL 102875.28 Add for contractor’s profit and overheads @15% on all execpt ‘A’ 15208.73 Cost for 10 metre 118084.01 Cost per metre 11808.40 Say 11808.40 18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 18.72.28 900 mm dia Ductile Iron Class K-9 pipes Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 900 mm dia. cast iron pipes (in 5.5 m lengths) Weight of 1m pipe =321.290 Kg Weight of 10m pipes 321.290x10 = 3212.90 Kg 7664 Cost of pipe metre 10.00 11663.00 116630.00 2333 Carriage of pipes 100 metre 10.00 3876.61 387.66 Labour for laying Rate same as per item no18.23 of SH : Water quintal 32.129 55.55 1784.77 Supply TOTAL 118802.43 Add for water charges @1% on all except ‘A’ 1170.18 TOTAL 119972.61 Add for contractor’s profit and overheads 17728.18 @15% on all execpt’A’ Cost for 10 metre 137700.79 Cost per metre 13770.08 Say 13770.10
- 454. 1038 18.72 Providing and laying S&S Centrifiigally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 18.72.29 1000 mm dia Ductile Iron Class K-9 pipes. Code Description Unit Quantity Rate Amount Details of cost for 10 metre Materials :- 1000 mm dia. cast irori pipes (in 5.5 m lengths) Weight of 1m pipe = 380.190 kg Weight of 10m pipes 380.190x10 = 3801.90 Kg 7665 Cost of pipe metre 10.00 13125.00 131250.00 2334 Carriage of pipes 100 metre 10.00 3876.61 387.66 Labour for laying (A) Rate same as per item no 18.23 of SH : Water quintal 38.019 55.55 2111.96 Supply TOTAL 133749.62 Add for water charges @1% on all except ‘A’ 1316.38 TOTAL 135066.91 Add for contractor’s profit and overheads 19943.11 @ 15% onall execpt’A’ Cost for 10 metre 155009.91 Cost per metre 15500.91 Say 15500.90 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K 9 conforming to IS : 8329 : 18.73.1 100 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 100 mm dia. ductile iron pipes double flanged Weight of 1m pipe = 21.700 kg Weight of 10m pipes 21.700x5 = 108.50 Kg 7686 Cost of pipe metre 5.00 1888.00 9440.00 2319 Carriage of pipes 100 metre 5.00 116.30 5.82 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 1.09 55.55 60.55 SH : Water Supply TOTAL 9506.37 Add for water charges @1% on all except ‘A’ 94.46 TOTAL 9600.83 Add for contractor’s profit and overheads 1431.04 @ 15% onall execpt’A’ Cost for 10 metre 11031.87 Cost per metre 2206.37 Say 2206.35
- 455. 1039 18.73 Providing and laying Double Flanged (Screwed/Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329 18.73.2 150 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 150 mm dia. ductile iron pipes double flanged Weight of 1m pipe = 32.600 kg Weight of 5m pipes32.600x5 = 163.00Kg 7687 Cost of pipe metre 5.00 2613.00 13065.00 2321 Carriage of pipes 100 metre 5.00 193.83 9.69 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 1.63 55.55 90.55 SH : Water Supply TOTAL 13165.24 Add for water charges @1% on all except ‘A’ 130.75 TOTAL 13295.99 Add for contractor’s profit and overheads 1980.82 @ 15% onall execpt’A’ Cost for 10 metre 15276.81 Cost per metre 3055.36 Say 3055.35 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.3 200 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 200mm dia. ductile iron pipes double flanged Weight of 1m pipe = 44.200 kg Weight of 5m pipes44.200x5 =221.00Kg 7688 Cost of pipe metre 5.00 3388.00 16940.00 2322 Carriage of pipes 100 metre 5.00 315.30 15.76 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 2.21 55.55 122.77 SH : Water Supply TOTAL 17078.53 Add for water charges @1% on all except ‘A’ 169.56 TOTAL 17248.09 Add for contractor’s profit and overheads 2568.80 @ 15% onall execpt’A’ Cost for 10 metre 19816.89 Cost per metre 3963.38 Say 3963.40
- 456. 1040 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.4 250 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 250 mm dia. ductile iron pipes double flanged Weight of 1m pipe =59.400kg Weight of 5m pipes 59.400x5 = 297.00Kg 7689 Cost of pipe metre 5.00 4498.00 22490.00 2323 Carriage of pipes 100 metre 5.00 448.05 22.40 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 2.97 55.55 164.98 SH : Water Supply TOTAL 22677.38 Add for water charges @1% on all except ‘A’ 225.12 TOTAL 22902.50 Add for contractor’s profit and overheads 3410.63 @ 15% onall execpt’A’ Cost for 10 metre 26313.13 Cost per metre 5262.63 Say 5262.65 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K. - 9 conforming to IS : 8329 : 18.73.5 300 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 300 mm dia. ductile iron pipes double flanged Weight of 1m pipe =76.400kg Weight of 5m pipes 76.400x5 = 382.00Kg 7690 Cost of pipe metre 5.00 5788.00 28940.00 2324 Carriage of pipes 100 metre 5.00 553.80 27.69 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 3.82 55.55 212.20 SH : Water Supply TOTAL 29179.89 Add for water charges @1% on all except ‘A’ 289.68 TOTAL 29469.57 Add for contractor’s profit and overheads 4388.61 @ 15% onall execpt’A’ Cost for 10 metre 33858.18 Cost per metre 6771.64 Say 6771.65
- 457. 1041 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.6 350 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 350 mm dia. ductile iron pipes double flanged Weight of 1m pipe =91.400kg Weight of 5m pipes 91.400x5 = 457.00Kg 7691 Cost of pipe metre 5.00 7210.00 36050.00 2325 Carriage of pipes 100 metre 5.00 775.32 38.77 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 4.57 55.55 253.86 SH : Water Supply TOTAL 36342.63 Add for water charges @1% on all except ‘A’ 360.89 TOTAL 36703.52 Add for contractor’s profit and overheads 5467.45 @ 15% onall execpt’A’ Cost for 10 metre 42170.97 Cost per metre 8434.19 Say 8434.20 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.7 400 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 400 mm dia. ductile iron pipes double flanged Weight of 1m pipe =108.100kg Weight of 5m pipes 108.100x5 = 540.50Kg 7692 Cost of pipe metre 5.00 8613.00 43065.00 2326 Carriage of pipes 100 metre 5.00 1057.26 52.86 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 5.40 55.55 299.97 SH : Water Supply TOTAL 43417.83 Add for water charges @1% on all except ‘A’ 431.18 TOTAL 43849.01 Add for contractor’s profit and overheads 6532.36 @ 15% onall execpt’A’ Cost for 10 metre 50381.37 Cost per metre 10076.27 Say 10076.25
- 458. 1042 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.8 450 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 450 mm dia. ductile iron pipes double flanged Weight of 1m pipe =127.800kg Weight of 5m pipes 127.800x5 = 639.00Kg 7693 Cost of pipe metre 5.00 10413.00 52065.00 2327 Carriage of pipes 100 metre 5.00 1292.20 64.61 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 6.39 55.55 354.96 SH : Water Supply TOTAL 52484.57 Add for water charges @1% on all except ‘A’ 521.30 TOTAL 53005.87 Add for contractor’s profit and overheads 7897.64 @ 15% onall execpt’A’ Cost for 10 metre 60903.51 Cost per metre 12180.70 Say 12180.70 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.9 500 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 500 mm dia. ductile iron pipes double flanged Weight of 1m pipe =147.900kg Weight of 5m pipes 147.900x5 = 739.50Kg 7694 Cost of pipe metre 5.00 12625.00 63125.00 2328 Carriage of pipes 100 metre 5.00 1292.20 64.61 Labour for laying (A) For laying Rate same as per item no 18.23 of quintal 7.40 55.55 411.07(A) SH : Water Supply TOTAL 63600.68 Add for water charges @1% on all except ‘A’ 631.90 TOTAL 64232.58 Add for contractor’s profit and overheads 9573.23 @ 15% onall execpt’A’ Cost for 10 metre 73805.81 Cost per metre 14767.16 Say 14761.20
- 459. 1043 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.10 600 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 600 mm dia. ductile iron pipes double flanged Weight of 1m pipe =198.900kg Weight of 5m pipes 198.900x5 = 994.50Kg 7695 Cost of pipe metre 5.00 17125.00 85625.00 2329 Carriage of pipes 100 metre 5.00 1938.30 96.92 Labour for laying (A) Rate same as per item no 18.23 of quintal 9.95 55.55 552.72 SH : Water Supply TOTAL 86274.64 Add for water charges @1% on all except ‘A’ 857.22 TOTAL 87131.86 Add for contractor’s profit and overheads 12986.87 @ 15% onall execpt’A’ Cost for 10 metre 100118.73 Cost per metre 20023.75 Say 20023.70 18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : 18.73.11 700 mm dia Ductile Iron Double Flanged Code Description Unit Quantity Rate Amount Details of cost for 5 metre Materials :- 700 mm dia. ductile iron pipes double flanged Weight of 1m pipe =254.90 kg Weight of 5m pipes 254.90x5 = 1274.50 Kg 7696 Cost of pipe metre 5.00 21125.00 105625.00 2330 Carriage of pipes 100 metre 5.00 1292.20 64.61 Labour for laying (A) Rate same as per item no 18.23 of quintal 12.75 55.55 708.26 SH : Water Supply TOTAL 106397.87 Add for water charges @1% on all except ‘A’ 1056.90 TOTAL 107454.77 Add for contractor’s profit and overheads 16011.98 @ 15% onall execpt’A’ Cost for 10 metre 123466.75 Cost per metre 24693.35 Say 24693.40
- 460. 1044 18.74 Providing and fixing unplastisised P.V.C. connection pipe with PTMT Nuts of approved quality and colour. 18.74.1 15 mm nominal bore with 30cm length. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7862 15 mm nominal bore and 30 cm length PVC each 1.00 27.00 27.00 connection pipe with P.T.M.T. Nuts 9999 Carriage of materials and fixing charges L.S. 12.22 1.00 12.22 TOTAL 39.22 Add 1 % for water charges 0.39 TOTAL 39.61 Add 15% for contractor’s profit and overheads 5.94 Cost of one no 45.55 Say 45.55 18.74 Providing and fixing unplastisised P.V.C. connection pipe with PTMT Nuts of approved quality and colour. 18.74.2 15 mm nominal bore with 45 cm length. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7863 15 mm nominal bore and 45 cm length PVC each 1.00 32.00 32.00 connection pipe with P.T.M.T. Nuts 9999 Carriage of materials and fixing charges L.S. 13.52 1.00 13.52 TOTAL 45.52 Add 1 % for water charges 0.46 TOTAL 45.98 Add 15% for contractor’s profit and overheads 6.90 Cost of one no 52.88 Say 52.90 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.75.1 15 mm nominal bore. Weighing not less than 32gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7864 P.T.M.T extension nipple 15mm each 1.00 32.00 30.00 9999 Carriage of materials and fixing charges L.S. 3.38 1.00 3.38 TOTAL 33.38 Add 1 % for water charges 0.33 TOTAL 33.71 Add 15% for contractor’s profit and overheads 5.06 Cost of one no 38.77 Say 38.75 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.75.2 20mm nominal bore. Weighing not less than 40gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7865 P.T.M.T extension nipple 20mm each 1.00 36.00 36.00 9999 Carriage of materials and fixing charges L.S. 3.38 1.00 3.38 TOTAL 39.38
- 461. 1045 Code Description Unit Quantity Rate Amount Add 1 % for water charges 0.39 TOTAL 39.77 Add 15% for contractor’s profit and overheads 5.97 Cost of one no 45.74 Say 45.75 18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.75.3 25mm nominal bore. Weighing not less than 62gms. Code Description Unit Quantity Rate Amount Details of cost for one no Materials : 7866 P.T.M.T extension nipple 25mm each 1.00 54.00 54.00 9999 Carriage of materials and fixing charges L.S. 3.38 1.00 3.38 TOTAL 57.38 Add 1 % for water charges 0.57 TOTAL 57.95 Add 15% for contractor’s profit and overheads 8.69 Cost of one no 66.64 Say 66.65 18.76 Cutting holes upto 30x30 cm in walls including making good the same : 18.76.1 With F.P.S. bricks. Code Description Unit Quantity Rate Amount Details of cost for 10 holes Size 30x30 cm in 34 cm wall Labour for cutting holes 0123 (A) Mason 1st class Day 0.16 151.50 24.24 0124 (A) Mason 2nd class Day 0.16 141.60 22.66 0114 (A) Beldar Day 1.25 135.25 169.06 Brick work with bricks of class designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 10x0.30x0.30x0.344m = 0.309 cum Les 33% for pipe etc. = (-) 0.102 cum = 0.207 cum Say 0.21 cum (Rate as per item No 6.4.1 of SH :- Brick work.) cum 0.21 2529.05 531.10 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) 10x2x0.3x0.3m = 1.80 sqm Les 33% for pipe etc. = (-) 0.59 sqm = 1.21 sqm Say 1.20 sqm (Rate as per item no 13.4.1 of SH : sqm 1.2 82.55 99.06 Finishing) 9999 (B) Add for delay L.S. 16.12 1.00 16.12 9999 (B) Sundries L.S. 8.06 1.00 8.06 TOTAL 870.30 (C ) Add 1% for water charges on (A+B) 2.40 TOTAL 872.70 Add 15% for contractor’s profit and overheads 36.38 on (A+B+C) Cost for 10 holes 909.08 Cost for 1 hole 90.91 Say 90.90
- 462. 1046 18.77 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. Code Description Unit Quantity Rate Amount Details of cost for 10 holes Average size 15x15x15 cm Labour for cutting holes 0123 (A) Mason 1st class Day 0.83 151.00 125.75 0124 (A) Mason 2nd class Day 0.83 141.60 117.53 0114 (A) Beldar Day 1.67 135.25 225.87 Cement concrete 1:2:4 (1 cement: 2 coarse sand ; 4 graded stone aggregate 20 mm nominal size) 10x0.15x0.15x0.15 m = 0.033 cum Les 33% for pipe etc. = (-) 0.011 cum = 0.022 cum Say 0.0.02 cum (Rate as per item no 4.1.3 SH : Concrete cum 0.02 3257.45 65.15 work) 9999 (B) Finishing top and bottom and making the L.S. 121.16 1.00 121.16 holes leak proof 9999 (B) Add for delay L.S. 40.30 1.00 40.30 9999 (B) Sundries L.S. 21.58 1.00 21.58 TOTAL 717.33 (C ) Add 1 % for water charges on (A+B) 6.52 TOTAL 723.85 Add 15% for contractor’s profit and overheads 98.80 on (A+B+C) Cost for 10 holes 822.65 Cost for 1 hole 82.27 Say 82.25 18.78 Making chases upto 7.5x7.5 cm in wails including making good and finishing with matching surface after housing G.I. pipe etc. Code Description Unit Quantity Rate Amount Details of cost for 10 metres Labour for making chases 0123 (A) Mason 1st class Day 0.25 151.50 37.88 0124 (A) Mason 2nd class Day 0.25 141.00 35.40 0114 (A) Beldar Day 1.00 135.25 135.25 Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.075x0.075x10 m = 0.05625 cum Les 33% for pipe etc. = (-) 0.01856 cum = 0.03769 cum Say 0.04 cum (Rate as per item no 4.2.5 SH : Concrete cum 0.04 3112.70 124.51 work) TOTAL 333.04 (B) Add 1 % for water charges on (A) 2.09 (B) TOTAL 335.13 Add 15% for contractor’s profit and overheads 31.59 on (A+B) Cost for 10 metre 366.72 Cost for 1 metre 36.67 Say 36.65
- 463. 1047 18.79 Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. Code Description Unit Quantity Rate Amount Details of cost for 10 metres Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.2x0.2x10 m = 0.40 cum cum 0.22 3112.70 684.79 Less for pipe x(0.15)2/4x10m=0.177 cum = 0.223 cum Say 0.22 cum (Rate as per item no 4.2.5 SH : Concrete work) 9999 (A) Disposal of malba L.S. 13.52 1.00 13.52 TOTAL 698.31 (B) Add 1% for water charges on (A) 0.14 TOTAL 698.31 Add 15% for contractor’s profit and overheads 2.05 on (A+B) Cost for 10 metre 700.50 Cost for 1 metre 70.05 Say 70.05 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.1 80mm diametre C.I, pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x3.1416/4x(80/10)2 x(100x100)/1000x0.5 gms. 1301 = 754.28 gms Say 0.008 q quintal 0.008 1550.00 12.40 LABOUR 0116 Fitter Day 0.33 151.50 50.00 0114 Beldar Day 1.31 135.25 177.18 9999 Sundries including testing of samples L.S. 9.88 1.00 9.88 TOTAL 249.46 Add 1% for water charges 2.49 TOTAL 251.95 Add 15% for contractor’s profit and overheads 37.79 Cost for 100 metre 289.74 Say 289.75 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.2 100 mm dia metre C.l.pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL
- 464. 1048 Code Description Unit Quantity Rate Amount Bleaching powder 3x(3.1416/4)x(100/10)2 x(100x100)/1000x0.5 gms. 1301 = 1178.57 gms Say 0.012 q quintal 0.012 1550.00 18.60 LABOUR 0116 Fitter Day 0.49 151.50 74.24 0114 Beldar Day 1.64 135.25 221.81 9999 Sundries including testing of samples L.S. 13.52 1.00 13.52 TOTAL 328.17 Add 1% for water charges 3.28 TOTAL 331.45 Add 15% for contractor’s profit and overheads 49.72 Cost for 100 metre 381.17 Say 381.15 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.3 125 mm diametre C.I, pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(125/10)2 x(100x100)/1000x0.5 gms. 1301 = 1841.52 gms Say 0.008 q quintal 0.018 1550.00 27.90 LABOUR 0116 Fitter Day 0.66 151.50 99.99 0114 Beldar Day 1.97 135.25 266.44 9999 Sundries including testing of samples L.S. 17.94 1.00 17.94 TOTAL 412.27 Add 1% for water charges 4.12 TOTAL 416.39 Add 15% for contractor’s profit and overheads 62.46 Cost for 100 metre 478.85 Say 478.85 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.4 150mm dia metre C.l,pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(150/10)2 x(100x100)/1000x0.5 gms. 1301 = 2651 gms Say 0.027 q quintal 0.027 1550.00 41.85 LABOUR 0116 Fitter Day 0.82 151.50 124.23 0114 Beldar Day 2.30 135.25 311.08 9999 Sundries including testing of samples L.S. 22.88 1.00 22.88 TOTAL 500.04 Add 1% for water charges 5.00 TOTAL 505.04 Add 15% for contractor’s profit and overheads 75.76 Cost for 100 metre 580.80 Say 580.80
- 465. 1049 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.5 200mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(200/10)2 x(100x100)/1000x0.5 gms. 1301 = 4712.39 gms Say 0.047 q quintal 0.047 1550.00 72.85 LABOUR 0116 Fitter Day 1.15 151.50 174.22 0114 Beldar Day 2.95 135.25 398.99 9999 Sundries including testing of samples L.S. 31.46 1.00 31.46 TOTAL 677.52 Add 1% for water charges 6.78 TOTAL 684.30 Add 15% for contractor’s profit and overheads 102.64 Cost for 100 metre 786.94 Say 786.95 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.6 250 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(250/10)2 x(100x100)/1000x0.5 gms. 1301 = 7363.10 gms Say 0.074 q quintal 0.074 1550.00 114.70 LABOUR 0116 Fitter Day 1.48 151.50 224.22 0114 Beldar Day 3.61 135.25 488.25 9999 Sundries including testing of samples L.S. 40.30 1.00 40.30 TOTAL 867.47 Add 1% for water charges 8.67 TOTAL 876.14 Add 15% for contractor’s profit and overheads 131.42 Cost for 100 metre 1007.56 Say 1007.55 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.7 300 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(300/10)2 x(100x100)/1000x0.5 gms.
- 466. 1050 Code Description Unit Quantity Rate Amount 1301 = 10602.88 gms Say 0.106 q quintal 0.106 1550.00 164.30 LABOUR 0116 Fitter Day 1.64 151.50 248.46 0114 Beldar Day 3.94 135.25 532.88 9999 Sundries including testing of samples L.S. 44.46 1.00 44.46 TOTAL 990.10 Add 1% for water charges 9.90 TOTAL 1000.00 Add 15% for contractor’s profit and overheads 150.00 Cost for 100 metre 1150.00 Say 1150.00 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.8 350 mm diametre C.I, pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(350/10)2 x(100x100)/1000x0.5 gms. 1301 = 14431.70 gms Say 0.144 q quintal 0.144 1550.00 223.20 LABOUR 0116 Fitter Day 1.80 151.50 272.70 0114 Beldar Day 4.27 135.25 577.52 9999 Sundries including testing of samples L.S. 48.36 1.00 48.36 TOTAL 1121.78 Add 1% for water charges 11.22 TOTAL 1133.00 Add 15% for contractor’s profit and overheads 169.95 Cost for 100 metre 1302.95 Say 1302.95 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.9 400 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(400/10)2 x(100x100)/1000x0.5 gms. 1301 = 18849.60 gms Say 0.189 q quintal 0.189 1550.00 292.95 LABOUR 0116 Fitter Day 1.97 151.50 298.46 0114 Beldar Day 4.59 135.25 620.80 9999 Sundries including testing of samples L.S. 53.82 1.00 53.82 TOTAL 1266.03 Add 1% for water charges 12.66 TOTAL 1278.69 Add 15% for contractor’s profit and overheads 191.80 Cost for 100 metre 1470.49 Say 1470.50
- 467. 1051 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including gettingjhe sample of water from the disinfected main tested in the municipal laboratory : 18.80.10 450 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(450/10)2 x(100x100)/1000x0.5 gms. 1301 = 23856.50 gms Say 0.239 q quintal 0.239 1550.00 370.45 LABOUR 0116 Fitter Day 2.13 151.50 322.45 0114 Beldar Day 4.92 135.25 655.43 9999 Sundries including testing of samples L.S. 58.24 1.00 58.24 TOTAL 1416.82 Add 1% for water charges 14.17 TOTAL 1430.99 Add 15% for contractor’s profit and overheads 214.65 Cost for 100 metre 1645.64 Say 1645.65 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.11 500 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x(3.1416/4)x(500/10)2 x(100x100)/1000x0.5 gms. 1301 = 29452.40 gms Say 0.295 q quintal 0.295 1550.00 457.25 LABOUR 0116 Fitter Day 2.3 151.50 348.45 0114 Beldar Day 5.25 135.25 710.06 9999 Sundries including testing of samples L.S. 63.70 1.00 63.70 TOTAL 1579.46 Add 1% for water charges 15.79 TOTAL 1595.25 Add 15% for contractor’s profit and overheads 239.29 Cost for 100 metre 1834.54 Say 1834.55
- 468. 1052 18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory : 18.80.12 600 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL Bleaching powder 3x (3.1416/4)x(600/10)2x (100x100)/100x0.5gms 1301 = 42411.5 gms Say 0.424 q quintal 0.424 1550.00 657.20 LABOUR 0116 Fitter Day 2.62 151.50 396.93 0114 Beldar Day 5.91 135.25 799.33 9999 Sundries including testing of samples L.S. 71.37 1.00 71.37 TOTAL 1924.83 Add 1 % for water charges 19.25 TOTAL 1944.08 Add 1 Wo for contractor’s profit and overheads 291.61 Cost for 100 metre 2235.69 Say 2235.70 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.1 80 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.003 1550.00 4.65 0116 Fitter Day 0.11 151.50 16.66 0114 Beldar Day 0.49 135.25 66.27 9999 Sundries including testing of samples L.S. 4.42 1.00 4.42 TOTAL 92.00 Add 1 % for water charges 0.92 TOTAL 92.92 Add 15%for contractor’s profit and overheads 13.94 Cost for 100 metre 106.86 Say 106.85 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.2 100mm diametreC.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.004 1550.00 6.20 0116 Fitter Day 0.16 151.50 24.24
- 469. 1053 Code Description Unit Quantity Rate Amount 0114 Beldar Day 0.57 135.25 77.09 9999 Sundries including testing of samples L.S. 4.42 1.00 4.42 TOTAL 111.95 Add 1 % for water charges 1.12 TOTAL 113.07 Add 15% or contractor’s profit and overheads 16.96 Cost for 100 metre 130.03 Say 130.05 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory: 18.81.3 125mm dia metre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.006 1550.00 9.30 0116 Fitter Day 0.22 151.50 33.33 0114 Beldar Day 0.66 135.25 89.26 9999 Sundries including testing of samples L.S. 5.46 1.00 5.46 TOTAL 137.35 Add 1% for water charges 1.37 TOTAL 138.72 Add 15% for contractor’s profit and overheads 20.81 Cost for 100 metre 159.53 Say 159.55 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.4 150 mm dia metre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.009 1550.00 13.95 0116 Fitter Day 0.27 151.50 40.90 0114 Beldar Day 0.74 135.25 100.08 9999 Sundries including testing of samples L.S. 7.15 1.00 7.15 TOTAL 162.08 Add 1% for water charges 1.62 TOTAL 163.70 Add 15% for contractor’s profit and overheads 24.56 Cost for 100 metre 188.26 Say 188.25
- 470. 1054 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.5 200 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.016 1550.00 24.80 0 116 Fitter Day 0.58 151.50 87.87 0114 Beldar Day 0.90 135.25 121.72 9999 Sundries including testing of samples L.S. 9.88 1.00 9.88 TOTAL 244.27 Add 1% for water charges 2.44 TOTAL 246.71 Add 15% for contractor’s profit and overheads 37.01 Cost for 100 metre 283.72 Say 283.70 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory: 18.81.6 250 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.025 1550.00 38.75 116 Fitter Day 0.60 151.50 90.90 114 Beldar Day 1.10 135.25 148.78 9999 Sundries including testing of samples L.S. 10.79 1.00 10.79 TOTAL 289.22 Add 1% for water charges 2.89 TOTAL 292.11 Add 15% for contractor’s profit and overheads 43.82 Cost for 100 metre 335.93 Say 335.95 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.7 300 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.035 1550.00 54.25 0116 Fitter Day 0.60 151.50 90.90 0114 Beldar Day 1.30 135.25 175.82 9999 Sundries including testing of samples L.S. 13.52 1.00 13.52 TOTAL 334.49
- 471. 1055 Code Description Unit Quantity Rate Amount Add 1% for water charges 3.34 TOTAL 337.83 Add 15% for contractor’s profit and overheads 50.67 Cost for 100 metre 388.50 Say 388.50 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.8 350 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.048 1550.00 74.40 0116 Fitter Day 0.70 151.50 106.05 0114 Beldar Day 1.50 135.25 202.88 9999 Sundries including testing of samples L.S. 16.12 1.00 16.12 TOTAL 399.45 Add 1% for water charges 3.99 TOTAL 403.44 Add 15% for contractor’s profit and overheads 60.52 Cost for 100 metre 463.96 Say 463.95 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.9 400 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.063 1550.00 97.65 0116 Fitter Day 0.80 151.50 121.20 0114 Beldar Day 1.70 135.25 229.92 9999 Sundries including testing of samples L.S. 17.64 1.00 17.94 TOTAL 466.71 Add 1% for water charges 4.67 TOTAL 471.38 Add 15% for contractor’s profit and overheads 70.71 Cost for 100 metre 542.09 Say 542.10 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory: 18.81.10 450 mm diametre C.I. pipe.
- 472. 1056 Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.08 1550.00 124.00 0116 Fitter Day 0.90 151.50 136.35 0114 Beldar Day 1.90 135.25 256.97 9999 Sundries including testing of samples L.S. 20.67 1.00 20.67 TOTAL 537.99 Add 1 % for water charges 5.38 TOTAL 543.37 Add 15% for contractor’s profit and overheads 81.51 Cost for 100 metre 624.88 Say 624.90 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory: 18.81.11 500 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.098 1550.00 151.90 0116 Fitter Day 0.90 151.50 151.50 0114 Beldar Day 2.00 135.25 284.03 9999 Sundries including testing of samples L.S. 23.27 1.00 23.27 TOTAL 610.70 Add 1 % for water charges 6.11 TOTAL 616.81 Add 15% for contractor’s profit and overheads 92.52 Cost for 100 metre 709.33 Say 709.35 18.81 Extra for every operation of disinfecting the C.I. main by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, including getting the samples of water tested in the municipal laboratory : 18.81.12 600 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 1301 Bleaching powder quintal 0.141 1550.00 218.55 0116 Fitter Day 1.20 151.50 181.80 0114 Beldar Day 2.50 135.25 338.12 9999 Sundries including testing of samples L.S. 26.00 1.00 26.00 TOTAL 764.47 Add 1 % for water charges 7.64 TOTAL 772.11 Add 15%for contractor’s profit and overheads 115.82 Cost for 100 metre 887.93 Say 887.95
- 473. 1057 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.1 80 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x55x0.75 m= 16.61 cum Deduct for pipe 1x40.26x3.1416x(0.098)2m 4 = (-)0.30 cum . total=16.31cum (Rate as per item no. 2.8.1) cum 16.31 103.40 1686.45 {Rate as per item no. 2.25) cum 16.31 45.70 745.37 (A) Breaking lead caulked joints’ making blocks and stacking MATERIALS 0761 Fuel wood required quintal 0.373 265.00 98.84 0771 Kerosene oil litre 0.379 19.00 7.20 LABOUR 0117 Assistant Filter Day 0.50 141.60 70.80 0114 Beldar Day 4.00 135.25 541.00 9999 Sundries and carriage L.S. 53.82 1.00 53.82 TOTAL 3203.48 Add 1 % for water charges except on ‘A’ 7.72 TOTAL 3211.20 Add 15% for contractor’s profit and overheads 116.91 except on ‘A’ Cost for 40.26 metre 3328.11 Cost for one metre 82.67 Say 82.65 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.2 100mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40:26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x55x0.75 m=16.61 cum Deduct for pipe 1x40.26x3.141`6x(0.098)2m 4 = (-)0.44 (Rate as per item no. 2.8.1 of S.H. Earth work) cum 16.17 103.40 1671.98(A) late as per item no.2.25of S.H. Earth work ) cum 16.17 45.70 738.97(A) Breaking lead caulked joints,making blockst and stacking MATERIALS 0761 Fuel wood required quintal 0.466 265.00 123.49 0771 Kerosene oil litre 0.379 19.00 7.20 LABOUR 0117 Assistant Filter Day 0.63 141.60 89.21 0114 Beldar Day 4.50 135.25 608.62
- 474. 1058 Code Description Unit Quantity Rate Amount 9999 Sundries and carriage L.S. 58.82 1.00 53.82 TOTAL 3293.29 Add 1% for water charges except on ‘A’ 8.82 TOTAL 3302.11 Add 15% for contractor’s profit and overheads 133.67 except on ‘A’ Cost for 40.26 metre 3435.78 Cost for one metre 85.34 Say 85.35 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead uptoJJO metre : 18.82.3 125 mm diametre C.I, pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x55x0.75 m= 16.61 cum Deduct for pipe 1x40.26x3.1416 x(0.144)2 4 =(-) 0.65cum total=15.96cum (A)(Rate as per item no. 2.8.1 ) cum 15.96 103.40 650.26 (A)(Rate as per item no.2.25 ) cum 15.96 45.70 729.37 Breaking lead caulked joints,and stacking MATERIALS 0761 Fuel wood required quintal 0.559 265.00 148.14 0771 Kerosene oil litre 0.568 19.00 10.79 LABOUR 0117 Assistant Filter Day 0.75 141.60 106.20 0114 Beldar Day 5.00 135.25 676.25 9999 Sundries and carriage L.S. 53.82 1.00 53.82 TOTAL 3 374.83 Add 1% for water charges except on ‘A’ 9.95 TOTAL 3 384.78 Add 15% for contractor’s profit and overheads 150.77 except on ‘A’ Cost for 40.26 metre 3 535.55 Cost for one metre 87.82 Say 87.80 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.4 150mm dia metre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x55x0.75 m= 16.61 cum Deduct for pipe 1x40.26x3.1416 x (0.17)2 =(-) 0.91 cum 4
- 475. 1059 Code Description Unit Quantity Rate Amount (Rate as per item no. 2.8.1 of S.H. Earth work cum 15.7 103.40 1623.38(A) (Rate as per item no. 2.25 S.H.. Earth work ) cum 15.7 45.70 717.49(A) Breaking lead caulked joints,making blocks and stacking MATERIALS 0761 Fuel wood required quintal 0.653 265.00 173.04 771 Kerosene oil litre 0.568 19.00 10.79 LABOUR 117 Assistant Filter Day 0.887 141.60 124.61 0114 Beldar Day 5.50 135.25 743.88 9999 Sundries and carriage L.S. 67.21 1.00 67.21 TOTAL 3 460.40 Add 1 % for water charges except on ‘A’ 11.20 TOTAL 3 471.60 Add 14E% for contractor’s profit and overheads 169.61 excepfon ‘A’ Cost for 40.26 metre 3 641.21 Cost for one metre 90.44 Say 90.45 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.5 200 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x60x0.75 m=18.12 cum = 16.56 cum Deduct for pipe 1x40.26x3.1416 x (0.222)2 4 (-) 1.56cum Total=16.56cum (Rate as per item no. 2.8.1 of S.H. Earth work cum 16.56 103.40 1712.30(A) as per item no.2.25 of S.H. Earth work) cum 16.56 45.70 756.79(A) Breaking lead caulked joints making block and stacking MATERIALS 0761 Fuel wood required quintal 0.84 265.00 222.60 0111 Kerosene oil litre 0.7576 19.00 14.39 LABOUR 0117 Assistant Filter Day 1.10 141.60 155.76 0114 Beldar Day 6.50 135.25 879.12 9999 Sundries and carriage L.S. 67.21 1.00 67.21 TOTAL 3808.17 Add 1 % for water charges except on ‘A’ 13.39 TOTAL 3821.56 Add 15% for contractor’s profit and overheads 202.87 except on ‘A’ Cost for 40.26 metre 4024.43 Cost for one metre 99.96 Say 99.95
- 476. 1060 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.6 250 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x.65x0.75m= 19.63 Deduct for pipe 1x40.26x3.1416 x (0.274)2 = (-) 2.37 cum = 17.26 4 (A) (Rate as per item no. 2.8.1 ) cum 17.26 103.40 1784.68 (A) Rate as per item no. 2.25 ) cum 17.26 45.70 788.78 Breaking lead caulked joints, making blocks and stacking MATERIALS 0761 Fuel wood required quintal 1.026 265.00 271.89 0771 Kerosene oil litre 1.1365 19.00 21.59 LABOUR 0117 Assistant Filter Day 1.30 141.60 184.08 0114 Beldar Day 7.50 135.25 1014.38 9999 Sundries and carriage L.S. 80.73 1.00 80.73 TOTAL 4146.13 Add 1% for water charges except on ‘A’ 15.73 TOTAL 4161.86 Add 15% for contractor’s profit and overheads 238.26 except on ‘A’ Cost for 40.26 metre 4400.12 Cost for one metre 109.29 Say 109.30 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.7 300 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x.65x0.75m= 19.63 = 21.14 cum Deduct for pipe 1x40.26x3.1416 x (0.326)2 4 = (-) 3.36 cum = 17.79 (A) (Rate as per item no. 2.8.1 of S.H. Earth work cum 17.79 103.40 1839.49 (A) (Rate as per item no.2.25 of S.H. Earth work cum 17.79 45.70 813.00 Breaking lead caulked joints. making blocks and stacking MATERIALS 0751 Fuel wood required quintal 1.12 265.00 296.80 0771 Kerosene oil litre 1.515 19.00 28.78 LABOUR 0117 Assistant Filter Day 1.50 141.60 212.40 0114 Beldar Day 8.50 135.25 1149.62 9999 Sundries and carriage L.S. 94.12 1.00 94.12 TOTAL 4434.21
- 477. 1061 Code Description Unit Quantity Rate Amount Add 1% for water charges except on ‘A’ 17.82 TOTAL 4452.03 Add 15%for contractor’s profit and overheads except on ‘A’ 269.93 Cost for 40.26 metre 4721.96 Cost for one metre 117.29 Say 117.30 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead ugto 50 metre : 18.82.8 350 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Details of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x.75x0.75 m=22.65 cum Deduct for pipe 1x40.26x3.1416 x (0378)2 4 = (-) 4.51cum = 18.14 cum (A) (Rate as per item no. 2.8.1 of S.H. Earthwork) cum 18.14 103.40 1875.68 (A) (Rate as per item no. 2.25 of S.H. Earth work ) cum 18.14 45.70 829.00 Breaking lead caulked joints,making blocks and stacking MATERIALS 0761 Fuel wood required quintal 1.213 265.00 321.44 0771 Kerosene oil litre 1.515 19.00 28.78 LABOUR 0117 Assistant Filter Day 1.75 141.60 247.80 0114 Beldar Day 9.50 135.25 1284.88 9999 Sundries and carriage L.S. 107.64 1.00 107.64 TOTAL 4695.22 Add 1% for water charges except on ‘A’ 19.91 TOTAL 4715.13 Add 15% for contractor’s profit and overheads 301.57 except on ‘A’ Cost for 40.26 metre 5016.70 Cost for one metre 124.61 Say 124.60 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.9 400mm dia metre C.l. pipe. Code Description Unit Quantity Rate Amount Details of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x.80x0.75 m=24.16 cum Deduct for pipe 1x40.26x3.1416 x (0.429)2 4 = (-) 5.93cum = 18.23 (Rate as per item no. 2.8.1 of S.H. Earth work cum 18.23 103.40 1884.98(A)
- 478. 1062 Code Description Unit Quantity Rate Amount (Rate as per item no.2.25 of S.H. Earth work ) cum 18.23 45.70 833.11(A) Breaking lead caulked jointsmaking blocks and stacking MATERIALS 0761 Fuel wood required quintal 1.306 265.00 346.09 0771 Kerosene oil litre 1.894 19.00 35.99 LABOUR 0117 Assistant Filter Day 2.00 141.60 283.20 0114 Beldar Day 10.50 135.25 1420.12 9999 Sundries and carriage L.S. 121.03 1.00 121.03 TOTAL 4924.52 Add 1 % for water charges except on ‘A’ 22.06 TOTAL 4946.58 Add 15% for contractor’s profit and overheads 334.27 except on ‘A’ Cost for 40.26 metre 5280.85 Cost for one metre 131.17 Say 131.15 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.10 450 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x.85x0.75 m=25.67 cum. Deduct for pipe 1x40.26x3.1416 x (0.48)2 4 = (-) 7.29cum =18.38 cum. (Rate as per item no. 2.8.1 of S.H. Earth work cum 18.38 103.40 1900.49A) (Rate as per item no. 2.25 of S.H. Earth work ) cum 18.38 45.70 839.97 (A) Breaking lead caulked joints, blocks and stacking MATERIALS 0761 Fuel wood required quintal 1.40 265.00 371.00 0771 Kerosene oil litre 2.273 19.00 43.19 LABOUR 0117 Assistant Filter Day 2.25 141.60 318.60 0114 Beldar Day 11.50 135.25 1555.38 9999 Sundries and carriage L.S. 134.55 1.00 134.55 TOTAL 5 163.18 Add 1 % for water charges except on ‘A’ 24.23 TOTAL 5 187.41 Add 1 ^Tfor contractor’s profit and overheads 367.04 except on ‘A’ Cost for 40.26 metre 5 554.45 Cost for one metre 137.96 Say 137.95
- 479. 1063 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.11 500 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x.90x0.75m=27.18cum Deduct for pipe 1x40.26x3.1416 x (0.532)2 4 = (-) 8.94cum = 18.24cum (A) (Rate as per item no. 2.8.1 of S.H. Earth work cum 18.24 103.40 11886.02 (A) (Rate as per item no. 2.25 S.H. Earth work ) cum 18.24 45.70 833.57 Breaking lead caulked joints, blocks and stacking MATERIALS 0761 Fuel wood required quintal 1.492 265.00 395.38 0771 Kerosene oil liter 2.652 19.00 50.39 LABOUR 0117 Assistant Filter Day 2.50 141.60 354.00 0114 Beldar Day 12.50 135.25 1690.62 9999 Sundries and carriage L.S. 147.94 1.00 147.94 TOTAL 5357.92 Add 1 % for water charges except on ‘A’ 26.38 TOTAL 5384.30 Add 15%for contractor’s profit and overheads 399.71 except on ‘A’ Cost for 40.26 metre 5784.01 Cost for one metre 143.67 Say 143.65 18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : 18.82.12 600 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detaila of cost for 40.26 m or 11 nos. joints. Earth work in excavationfor dismantling pipes including refilling of excavated earth 1x40.26x1.00x0.75 m=30.20 cum Deduct for pipe 1x40.26x3.1416 x (0.635)2 4 = (-) 12.76cum 17.44 cum. (A) (Rate as per item no. 2.8.1 of S.H. Earth work cum 17.44 103.40 1803.30 (A) (Rate as per item no. 2.26 of S.H. Earth work) cum 17.44 45.70 797.01 Breaking lead caulked joints, making blocks and stacking MATERIALS 0761 Fuel wood required quintal 1.68 265.00 445.20 0111 Kerosene oil liter 3.41 19.00 64.79 LABOUR 0117 Assistant Filter Day 3.00 141.60 424.80 0114 Beldar Day 14.50 135.25 1961.12 9999 Sundries and carriage L.S. 174.85 1.00 174.85
- 480. 1064 Code Description Unit Quantity Rate Amount total 5671.06 Add 1 % for water charges except on ‘A’ 30.71 TOTAL 5701.78 Add 15%for contractor’s profit and overheads 465.22 except on ‘A’ Cost for 40.26 metre 6167.00 Cost for one metre 153.18 Say 153.20 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.1 80 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.06 151.50 9.09 0114 Belder Day 0.06 135.25 8.12 9999 Sundries L.S. 1.82 1.00 1.82 TOTAL 19.03 Add 1 % for water charges 0.19 TOTAL 19.22 Add 15%for contractor’s profit and overheads 2.88 Cost for each cut 22.10 Say 22.10 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.2 100 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter. Day 0.08 151.50 12.12 0114 Belder Day 0.08 135.25 2.73 9999 Sundries L.S. 2.73 1.00 2.73 TOTAL 25.67 Add 1% for water charges 0.26 TOTAL 25.93 Add 15% for contractor’s profit and overheads 3.89 Cost for each cut 29.82 Say 29.80 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.3 125 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter. Day 0.11 151.50 16.66 0114 Belder Day 0.11 135.25 14.88 9999 Sundries L.S. 4.42 1.00 4.42 TOTAL 35.96
- 481. 1065 Code Description Unit Quantity Rate Amount Add 1% for water charges 0.26 TOTAL 36.32 Add 15% for contractor’s profit and overheads 5.45 Cost for each cut 41.77 Say 41.75 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.4 150 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.15 151.50 22.27 0114 Belder Day 0.15 135.25 20.29 9999 Sundries L.S. 5.33 1.00 5.33 TOTAL 48.34 Add 1 % for water charges 0.48 TOTAL 48.82 Add 15% for contractor’s profit and overheads 7.32 Cost for each cut 56.14 Say 56.15 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.5 200 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.20 151.50 30.30 0114 Belder Day 0.20 135.25 27.05 9999 Sundries L.S. 7.15 1.00 7.15 TOTAL 64.50 Add 1 % for water charges 0.64 TOTAL 65.14 Add 15% for contractor’s profit and overheads 9.77 Cost for each cut 74.91 Say 74.90 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.6 250 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.25 151.50 37.88 0114 Belder Day 0.25 135.25 38.81 9999 Sundries L.S. 8.06 1.00 8.06 TOTAL 79.75 Add 1 % for water charges 0.80 TOTAL 80.55 Add 15% for contractor’s profit and overheads 12.08 Cost for each cut 92.63 Say 92.65
- 482. 1066 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.7 300 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.30 151.50 45.45 0114 Belder Day 0.30 135.25 40.58 9999 Sundries L.S. 9.88 1.00 9.88 TOTAL 95.90 Add 1% for water charges 0.96 TOTAL 96.86 Add 15% for contractor’s profit and overheads 14.53 Cost for each cut 111.39 Say 111.40 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.8 350 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.35 151.50 53.02 0114 Belder Day 0.35 135.25 47.34 9999 Sundries L.S. 10.79 1.00 10.79 TOTAL 111.15 Add 1% for water charges 1.11 TOTAL 112.26 Add 15%for contractor’s profit and overheads 16.84 Cost for each cut 129.10 Say 129.10 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.9 400 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.40 151.50 60.60 0114 Belder Day 0.40 135.25 54.10 9999 Sundries L.S. 12.48 1.00 12.48 TOTAL 127.18 Add 1% for water charges 1.27 TOTAL 128.45 Add 15% for contractor’s profit and overheads 19.27 Cost for each cut 147.72 Say 147.70 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.10 450 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.45 151.50 68.18 0114 Belder Day 0.45 135.25 60.86
- 483. 1067 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 13.52 1.00 13.50 TOTAL 142.56 Add 1% for water charges 1.43 TOTAL 143.99 Add 15% for contractor’s profit and overheads 21.60 Cost for each cut 165.59 Say 165.60 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.11 500 mm diametre C.I. pipe Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.50 151.50 75.75 0114 Belder Day 0.50 135.25 67.35 9999 Sundries L.S. 16.12 1.00 15.21 TOTAL 158.58 Add 1 % for water charges 1.59 TOTAL 160.17 Add 15% for contractor’s profit and overheads 24.03 Cost for each cut 184.20 Say 184.20 18.83 Labour for cutting C.I. pipe with steel saw. 18.83.12 600 mm diametre C.I. pipe. Code Description Unit Quantity Rate Amount Detail of cost for one cut. LABOUR 0116 Fitter Day 0.60 151.50 90.90 0114 Belder Day 0.60 135.25 81.15 9999 Sundries L.S. 16.12 1.00 16.12 TOTAL 188.17 Add 1 % for water charges 1.88 TOTAL 190.05 Add 15%for contractor’s profit and overheads 28.51 Cost for each cut 218.56 Say 218.55
- 484. 1069 SUB HEAD : 19.0 DRAINAGE
- 485. 1071 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.1.1 100 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 30 metre MATERIALS 1854 (i)100 mm stone ware pipes 60 cm long each 55 30.00 1650.00 2224 (ii)Carriage of pipes 100m. 33.00 70.94 23.41 Added 10% allowance for breakage in items (I) & (II) 0367 Cement of 50 joints = 0.019 tonne tonne 0.019 4500.00 85.50 2209 Carriage of cement tonne 0.019 47.29 0.90 0983 Fine sand cum 0.01 320.00 3.20 2261 Carriage of fine sand cum 0.01 53.21 0.53 1881 Spun yarn or plain gaskin @ 0.09 kg per joint kilogram 4.50 30.00 135.00 = 0.09x50 = 4.50 kg LABOUR 0123 Mason 1st class Day 1.00 151.50 151.50 0124 Mason 2nd class Day 1.00 141.60 141.60 0114 Beldar Day 3.00 135.25 405.75 0101 Bhishti Day 1.00 138.45 138.45 TOTAL 2735.84 Add 1 % for water charges 27.36 TOTAL 2763.20 Add 15% for contractor’s profit and overheads 414.48 Cost for 30 metre 3177.68 Cost for 1 metre 105.92 Say 105.90 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.1.2 150 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 30 metre MATERIALS 1855 (i) 150 mn stone.ware pipes 60 cm long each 55.00 42.00 2 310.00 2225 (ii) Carriage of pipes 100m. 33.00 141.88 46.82 Added 10% allowance for breakage in items (i) & (ii) 0367 Cement of 50 joints = 0.036 tonne tonne 0.036 4500.00 162.00 2209 Carriage of cement tonne 0.036 47.29 1.70 0983 Fine sand cum 0.019 320.00 6.08 2261 Carriage of fine sand cum 0.019 53.21 1.01 1881 Spun yarn or plain gaskin @ 0.18 kg per joint kilogram 9.00 30.00 270.00 = 0.18x50 = 9 kg LABOUR 0123 Mason 1 st class Day 1.50 151.50 227.25 0124 Mason 2nd class Day 1.50 141.60 212.40 0114 Beldar Day 4.00 135.25 541.00 0101 Bhishti Day 1.00 138.45 138.45 TOTAL 3 916.71 Add 1 % for water charges 39.17
- 486. 1072 Code Description Unit Quantity Rate Amount TOTAL 3 955.88 Add 15% for contractor’s profit and overheads 593.38 Cost for 30 metre 4 549.26 Cost for 1 metre 151.64 Say 151.65 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.1.3 200 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 30 metre MATERIALS 1856 (i) 200 mm stone ware pipes 60 cm long each 55.00 80.00 4400.00 2225 (ii) Carriage of pipes 100m. 33.00 236.47 78.04 Added 10% allowance for breakage in items (i)&(ii) 0367 Cement of 50 joints = 0.053 tonne tonne 0.053 4500.00 238.50 2209 Carriage of cement tonne 0.053 47.29 2.51 983 Fine sand cum 0.028 320.00 8.96 2261 Carriage of fine sand cum 0.028 53.21 1.49 1881 Spun yarn or plain gaskin @ 0.24 kg per joint Kilogram 12.00 30.00 360.00 = 0.24x50 =12.00 kg LABOUR 0123 Mason 1st class Day 1.75 151.50 265.12 6124 Mason 2nd class Day 1.75 141.60 247.80 0114 Beldar Day 4.50 135.25 608.62 0101 Bhishti Day 1.75 138.45 173.06 TOTAL 6 384.10 Add 1 % for water charges 6384 TOTAL 6 447.94 Add 15% for contractor’s profit and overheads 967.19 Cost for 30 metre 7 415.13 Cost for 1 metre 247.13 Say 247.15 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.1.4 230 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 30 metre MATERIALS 1857 (i) 230 mm stone wacgpipes 60 cm long each 55.00 85.00 4,675.00 2227 (ii) Carriage of pipes 100m. 33.00 237.82 111.48 Added 10% allowance for breakage in items (I) & (ii) 0367 Cement of 50 joints = 0.065 tonne tonne 0.065 4,500.00 292.50 2209 Carriage of cement tonne 0.065 47.29 3.07 0983 Fine sand cum 0.036 320.00 11.52 2261 Carriage of fine sand cum 0.036 53.21 1.92 1881 Spun yarn or plain gaskin @ 0.27 kg per joint kilogram 13.50 30.00 405.00
- 487. 1073 Code Description Unit Quantity Rate Amount = 0.27x50 =13.50 kg LABOUR 0123 Mason 1st class Day 2.00 151.50 303.00 0124 Mason 2nd class Day 2.00 141.60 283.20 0114 Beldar Day 5.00 135.25 676.25 0101 Bhishti Day 1.50 138.45 207.68 TOTAL 6 970.62 Add 1% for water charges 69.71 TOTAL 7 040.33 Add 15% for contractor’s profit and overheads 1 056.05 Cost for 30 metre 8 096.38 Cost for 1 metre 269.88 Say 269.90 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.1.5 250 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 30 metre MATERIALS 1858 (i) 250 mm stone ware pipes 60 cm long each. 55 113.00 6 215.00 2228 (ii) Carriage of pipes 100m. 33.00 405.38 133.78 Added 10% allowance for breakage in items (i) & (ii) 0367 Cement of 50 joints = 0.094 tonne tonne 0.094 4500.00 423.00 2209 Carriage of cement tonne 0.094 47.29 4.45 0 983 Fine sand cum 0.05 320.00 16.00 2261 Carriage of fine sand cum 0.05 53.21 2.66 1881 Spun yarn or plain gaskin @ 0.30 kg per joint kilogram 15.00 30.00 450.00 = 0.30x50= 15.00 kg LABOUR 0123 Mason 1st class Day 2.25 151.50 340.88 0124 Mason 2nd class Day 2.25 141.60 318.60 0114 Beldar Day 5.50 135.25 743.88 0101 Bhishti Day 1.50 138.45 207.68 TOTAL 8 855.93 Add 1 % for water charges 88.56 TOTAL 8 944.49 Add 15% for contractor’s profit and overheads 1341.67 Cost for 30 metre 10 286.16 Cost for 1 metre 342.87 Say 342.85 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.1.6 300 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 30 metre MATERIALS 1859 (i) 300mm stoneware pipes 60 cm long each 55.00 165.00 9 075.00 2229 (ii) Carriage of pipes 100m. 33.00 506.73 167.22
- 488. 1074 Code Description Unit Quantity Rate Amount Added 10% allowance for breakage in items (i)&(ii) 0367 Cement of 50 joints = 0.125 tonne tonne 0.125 4 500.00 562.00 2209 Carriage of cement tonne 0.125 47.29 5.91 0983 Fine sand cum 0.075 320.00 24.00 2261 Carriage of fine sand cum 0.075 53.21 3.99 1881 Spun yarn or plain gaskin kilogram 18.00 30.00 540.00 = 0.30x50 =15.00 kg LABOUR 0123 Mason 1st class Day 2.50 151.50 378.75 0124 Mason 2nd class Day 2.50 141.60 354.00 0114 Beldar Day 6.00 135.25 811.50 0101 Bhishti Day 1.50 138.45 207.68 TOTAL 12 130.55 Add 1 % for water charges 121.31 TOTAL 12 251.86 Add15% for contractor’s profit and overheads 1837.78 Cost for 30 metre 14 089.64 Cost for 1 metre 469.65 Say 469.65 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 19.2.1 100 mm diameter S. W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Area = W x (W/2) + 112x (3.14/4 x W2) - (3.14/4 xd2) = W2 x {‘A1/2 + 1/2 x (3.14/4)} - (3.14/4 x d2) Where W = D + X D = 100 + 12 + 12 = 124 mm or 12.4 cm X = 300 mm as trench depth is less than 1200 mm Area = (30.0 + 12.4)2 (0.5 + 3.14x1/8) - 3.14x’/4X(12.4)2 = (42.4)2 (0.5 + 3.14/8) - 3.14/4x(12.4)2 = (1797.76) (0.89) - 0.7854x153.76 = 1600.01-120.76 = 1479.2 sq.cm. = 0.1479 sqm Say 0.148 sqm For 10 m length qty. of concrete reqd. = 1.48 cum Rate as per item no 4.1.10 of SH : Concrete cum 1.48 2 237.75 3 311.87 Work Cost of 10 metres 3 311.87 Cost per metre 331.19 Say 331.20
- 489. 1075 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 19.2.2 150 mm diameter S.W, pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Area = W x (W/2) + 1/2 x (3.14/4 x W2) - (3.14/4 xd2) = W2 x {1/2 + 14 x (3.14/4)} - (3.14/4 x d2) Where W = D + X D = 150+ 16+ 16= 182 mm or 18.2 cm X = 300 mm as trench depth is less than 1200 mm Area = (30.0 + 18.2)2 (0.5 + 3.14x1/8) - 3.14x¼x(18.2)2 = (48.2)2(0.5 + 3.14/8) - 3.14/4x(18.2)2 = (2323.24) (0.89)-260.02 = 2067.68 -260.02 = 1807.66 sq.cm. = 0.1808 sqm Say 0.181 sqm For 10 m length qty. of concrete reqd. = 1.81 cum Rate as per item no 4.1.10 of SH : Concrete cum 1.81 2 237.75 4 050.33 Work Cost of 10 metres 4 050.33 Cost per metre 405.33 Say 405.05 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 19.2.3 200 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Area = W x (W/2) + 1/2 x (3.14/4 x W2) - (3.14/4 xd2) = W2 x {1/2 + 1/2 x (3.14/4)} - (3.14/4 x d2) Where W = D + X D = 200 + 17 + 17 = 234 mm or 23.4 cm X = 300 mm as trench depth is less than 1200 mm Area = (30.0 + 23.4)2 (0.5 + 3.14x1/8) - 3.14x’/4x(23.4)2 = (53.4)2 (0.5 + 3.14/8) - 3.14/4x(23.4)2 = (2851.56) (0.89)-429.83 = 2537.89 -429.83 =2108.06 sq.cm. = 0.2108 sqm Say 0.211 sqm For 10 m length qty. of concrete reqd. = 2.11 cum Rate as per item no 4.1.10 of SH : Concrete cum 2.11 2 237.75 4 721.65 Work Cost of 10 metres 4 721.65 Cost per metre 472.17 Say 472.15
- 490. 1076 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 19.2.4 230 mm diameter S.W, pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Area = W x (W/2) + ½x(3.14/4 x W2) - (3.14/4 xd2) = W2 x {½ + ½ x (3.14/4)} - (3.14/4 x d2) Where W = D + X D = 230+ 19+ 19 = 268 mm or 26.8 cm X = 300 mm as trench depth is less than 1200 mm Area = (30.0 + 26.8)2 (0.5 + 3.14x1/8) - 3.14x¼x(26.8)2 = (56.8)2 (0.5 + 3.14/8) - 3.14/4x(26.8)2 = (3226.24) (0.89) - 563.82 = 2871.35 - 563.82 = 2307.53 sq.cm. = 0.2308 sqm Say 0.231 sqm For 10 m length qty. of concrete reqd. = 2.31 cum Rate as per item no 4.1.10 of SH : Concrete cum 2.31 2 237.75 5 169.20 Work Cost of 10 metres 5 169.20 Cost per metre 516.92 Say 516.90 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design: 19.2.5 250 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre Area = W x (W/2) + ½ x (3.14/4 x W2) - (3.14/4 xd2) = W2 x {½ + ½ x (3.14/4)} - (3.14/4 x d2) Where W = D + X D = 250 + 20 + 20 = 290 mm or 29.0 cm X = 300 mm as trench depth is less than 1200 mm Area = (30.0 + 29.0)2 (0.5 + 3.14x1/8) - 3.14x¼x(29.0)2 = (59.0)2 (0.5 + 3.14/8) - 3.14/4x(29.0)2 = (3481.00) (0.89)-660.18 = 3098.09 - 660.18 = 2437.90 sq.cm. = 0.24379 sqm Say 0.244 sqm For 10 m length qty. of concrete reqd. = 2.44 cum Rate as per item no 4.1.10 of SH : Concrete cum 2.44 2 237.75 5 460.11 Work Cost of 10 metres 5 460.11 Cost per metre 546.01 Say 546.00
- 491. 1077 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre length pipe Area = WxDl + 2x½xR Cot QxR- [R2/2(3.14/2-Q)] - (3.14/2)R2 = WD1 + R2(Cot Q) - R2(3.14/2 - Q) - (3.14/2)R2 = WDl+R2(CotQ-3.14 + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D + X ; X = 300 mm, D = 100 + 12 + 12 = 124 mm W= 124+ 300 = 424 mm D1 = Depth = 100 + (½ x 124) = 162 mm R = 62 mm Sin Q = (2x62)/424 = 0.292 thereforeQ = 17°0' Hence Tan Q = 0.3057 Area = 424 x 162 + (62)2 (Cot Q - 3.14 + Q) = [68688 + 3844 (1/0.3057 - 180° + 17°0')] sqmm = [68688 + 3844 (3.27 - 163°0' x 3.14/180)] sqmm = (68688 + 3844 x 0.43) sqmm = (68688 + 1652.92) sqmm = 70340.92 sqmm Say 70341 sqmm or 0.070341 sqm For 10 m length qty. of concrete reqd. = 0.07034x10 = 0.7034 cum Rate as per item no 4.1.10 of SH : Concrete cum 0.7034 2 237.75 1 574.03 Work Cost of 10 metres 1 574.03 Cost per metre 157.40 Say 157.40 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.2 150 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre length pipe Area = WxDl + 2x½xRcot Q R- [R2/2(3.14/2-Q)] -(3.14/2)R2 = WD1 + R2(Cot Q) - R2(3.14/2 - Q) - (3.14/2)R2 = WD1 + R2(Cot Q - 3.14 + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D + X;X = 300mm, D= 150+ 16+ 16 = 182 mm W= 182 + 300 = 482 mm D1 = Depth = 150 + (½ x 182) = 241 mm R = 91 mm Sin Q = (2x91)/482 = 0.3776 therefore Q = 22°12' Hence Tan Q = 0.4081
- 492. 1078 Code Description Unit Quantity Rate Amount Area = 482x241 +(91)2(Cot Q - 3.14 + Q) = [116162 + 8281 (1/0.4081-180° +22°12')] sqmm = [116162 + 8281 (2.45-157°48’x3.14/180)] sqmm = [116162 + 8281 x (2.45-2.75)] sqmm = [116162 + 8281 x (-0.30)] sqmm = (116162 - 2484.3) sqmm = 113677.7 sqmm Say 113677.7 sqmm or 0.1136777 sqm For 10 m length qty. of concrete reqd. = 0.1136777x10= 1.136777 cum Say 1.14 cum Rate as per item no 4.1.10 of SH: Concrete cum 1.14 2 237.75 2 551.04 Work Cost of 10 metres 2 551.04 Cost per metre 255.10 Say 255.10 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.3 200 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 rnete length pipe Area = WxDl + 2x½xR Cot Q.R.- [R2/2(3.14/2-Q)] -(3.14/2)R2 = WD1 + R2(Cot Q) - R2(3.14/2 - Q) - (3.14/2)R2 = WD1 + R2(Cot Q - 3.14 + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D + X ; X = 300 mm, D = 200 + 17 + 17 = 234 mm W = 234 + 300 = 534 mm D1 = Depth = 150 + (½ x 234) = 267 mm R= 117mm Sin Q = (2x117)/534 = 0.4382 thereforeQ = 26°0' Hence Tan Q = 0.4877 Area = 534 x 267 + (117)2 (Cot Q - 3.14 + Q) = [142578 + 13689 (1/0.4877-180° + 26°0')] sqmm = [142578 + 13689 (2.05- 54°0' x 3.14/180)] sqmm = [142578 + 13689 x (2.05-2.69)] sqmm = [142578 + 13689 x (-0.64)] sqmm = (142578 - 8760.96) sqmm = 133817.04 sqmm Say 133817 sqmm or 0.134 sqm For 10 m length qty. of concrete reqd. = 0.134x10= 1.34 cum Rate as per item no 4.1. 10 of SH: Concrete cum 1.34 2 237.75 2 998.58 Work Cost of 10 metres 2 998.58 Cost per metre 299.86 Say 299.85
- 493. 1079 19.3: Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.4: 230 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 nretre Length pipe Area = WxDl + 2x’/2xR cot Q.R-’[R2(3.14/2-Q)] - (3.14/2)R2 = WD1 + R2(Cot Q) - R2(3.14/2 - Q) - (3.14/2)R2 = WD1 +R2(CotQ-3.14 + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D + X ; X = 300 mm, D = 230 + 19 + 19 = 268 mm W = 268 + 300 = 568 mm D1 = Depth = 150 + (1/2 x 268) = 284 mm R= 134 mm Sin Q = (2xl34)/568 = 0.47183 thereforeQ = 28°9' Hence Tan Q = 0.5351 Area = 568 x 284 + (134)2 (Cot Q - 3.14 + Q) = [161312 + 17956 (1/0.5351 - 180° + 22° 12')] sqmm ‘ = [161312+ 17956(l.87- 151°51’x 3.14/180)] sqmm = [161312 + 17956 x (1.87-2.65)] sqmm = [161312 + 17956 x (-0.78)] sqmm = (161312 - 14005.68) sqmm = 147306 sqmm Say 147306 sqmm or 0.147 sqm For 10 m length qty. of concrete reqd. = 0.147x10 =1.47 cum Rate as per item no 4.1.10 of SH : Concrete cum 1.47 2 237.75 3 289.49 Work Cost of 10 metres 3 289.49 Cost per metre 328.95 Say 328.95 19.3 : Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.5: 250 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre length pipe Area = WxDl + 2x’/2xR - [R2/2(3.14/2-Q)] - (3.14/2)R2 = WD1 + R2(Cot Q) - R2(3.14/2 - Q) - (3.14/2)R2 = WD1 +R2(CotQ-3.14 + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D + X ; X = 300 mm, D = 250 + 20 + 20 = 290 mm W = 290 + 300 = 590 mm Dl = Depth = 150 + QA x 290) = 295 mm R = 145 mm Sin Q = (2xl45)/590 = 0.49154 therefore Q =
- 494. 1080 Code Description Unit Quantity Rate Amount 29°26' Hence Tan Q = 0.5635 Area = 590 x 295 + (145)2 (Cot Q - 3.14 + Q) =[174050 + 21025(1/0.5635- 180° + 29°26')] sqmm = [174050 + 21025(1.77- 150°34’x 3.14/180)] sqmm = [ 174050 + 21025 x (1.77-2.63)] sqmm = [ 174050 + 21025 x (-0.86)] sqmm = (174050 - 18081.5) sqmm = 155968.5 sqmm Say 155968 sqmm or 0.156 sqm For 10 m length qty. of concrete reqd. = 0.156x10= 1.56 cum -” Rate as per item no 4.1.10 of SH : Concrete cum 1.56 2 237.75 3 490.89 Work Cost of 10 metres 3 490.89 Cost per metre 349.09 Say 349.10 19.3 : Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.6: 300 mm diameter S.W. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 meter length pipe Area= WxDl + 2x’/2xR,- [R2?2(3.14/2-Q)] - (3.14/2)R2 = WD1 + R2(Cot Q) - R2(3.14/2 - Q) - (3.14/2)R2 = WD1 + R2(Cot Q - 3.14 + Q) Where Sin Q = [R/(W/2)] = 2R/W W = D + X ; X = 300 mm, D = 300 + 25 + 25 = 350 mm W = 350 + 300 = 650 mm Dl = Depth = 150 + (‘1/2 x 350) = 325 mm R = 175 mm Sin Q = (2xl75)/650 = 0.5385 thereforeQ = 32°34' Hence Tan Q = 0.6387 Area = 650 x 325 + (175)2 (Cot Q - 3.14 + Q) = [211250 + 30625(1/0.6387- 180° + 32°34')] sqmm = [211250 + 30625(1.566- 147°26’x 3.14/180)] sqmm = [211250 + 30625 x (1.566-2.571)] sqmm = [211250 + 30625 x (-1.005)] sqmm = [211250 - 30778.13) sqmm = 180471.87 sqmm Say 0.180 sqm For 10 m length qty. of concrete reqd. = 0.180x10= 1.80 cum Rate as per item no 4.1.10 of SH: Concrete cum 1.80 2 237.75 4 027.95 Work Cost of 10 metres 4 027.95 Cost per metre 402.80 Say 402.80
- 495. 1081 19.4 : Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.1: 100x100 mm size P type 19.4.1.1: With F.P.S. Bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost of one gully trap 1900 100x100 mm Gully trap ‘P’ type each 1.00 55.00 55.00(A) 1364 C.I. grating .100x100 mm each 1.00 10.00 10.00(A) 1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 256.00(A) 9999 Carriage of materials L.S. 4.50 1.00 4.50 Cement concrete 1:5:10 ( 1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum =0.107 cum Deduct: 0.345/3x[0.09+0.01+(0.09x0.01)l/2] = 0.015 cum 3.14/4x(0.124)2x0.47 = 0.006 cum = 0.021 cum Net quantity 0.107 cum (-) 0.021 cum = 0.086 cum say 0.09 cum (Rate as per item 4.1.11 of S.H. : Concrete) cum 0.09 2 079.60 187.16 Brick work with 75 class designation brick in cement mortar 1:4(1 cement: 4 coarse sand) 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum cum 0.13 2 293.40 298.14 Rate as per item no 6.1.1 of SH : Brick Work Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum cum 0.008 3 579.10 28.63 (Rate as per item 4.2.3 of S.H. : concrete 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement: [l/2x0.358x(l.20+0.40)] = 0.286 sqm say 0.29 sqm (Rate as per item no.13.9 of S.H. : finishing) sqm 0.29 112.80 32.71 TOTAL 881.14 Add 1 % for water charges on (A) 3.34(B) TOTAL 884.48 Add 15% for contractor’s profit and overheads 50.68 on (A+B) Cost for 1 trap 935.16 Say 935.15
- 496. 1082 19.4 : Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.1: 100x100 mm size P type 19.4.1.2:With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost of one gully trap 1900 100x100 mm Gully trap ‘P’ type each 1.00 55.00 55.00(A) 1364 C.I. grating .100x100 mm each 1.00 10.00 10.00(A) 1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 256.00(A) 9999 Carriage of materials L.S. 4.50 1.00 4.50(A) Cement concrete 1:5:10 ( 1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum =0.107 cum Deduct: 0.345/3x[0.09+0.01+(0.09x0.01)l/2] = 0.015 cum 3.14/4x(0.124)2x0.47 = 0.006 cum = 0.021 cum Net quantity 0.107 cum (-) 0.021 cum = 0.086 cum say 0.09 cum (Rate as per item 4.1.11 of S.H. : Concrete) cum 0.09 2 079.60 187.16 Brick work with sewer bricksconforming to IS:4885 in cement mortar 1:4(1 cement: 4 coarse sand) 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Rate as per item no 6.36.1 of SH : Brick cum 0.13 3 048.75 396.34 Work Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum (Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement: [l/2x0.358x(l.20+0.40)] = 0.286 sqm say 0.29 sqm (Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.29 112.80 32.71 TOTAL 979.34 Add 1 % for water charges on (A) 3.34(B) TOTAL 982.68 Add 15% for contractor’s profit and overheads 50.68 on (A+B) Cost for 1 trap 1033.36 Say 1033.35
- 497. 1083 19.4: Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.2: 150 x 100 mm size P type. 19.4.2.1: With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost of one gully trap 1902 S.W. Gully trap ‘P’ type 150x100mm each 1.00 86.00 86.00(A) 1365 C.I. grating .150x150 mm each 1.00 19.00 19.00(A) 1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A) 9999 Carriage of materials L.S. 4.50 1.00 4.50(A) Cement concrete 1:5:10 ( 1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum =0.107 cum Deduct: 0.322/3x[0.09+0.023+(0.09x0.023) 1/2] = 0.017 cum 3.14/4x(0.124)2x0.485 = 0.006 cum = 0.023 cum Net quantity 0.107 cum (-) 0.023 cum = 0.084 cum say 0.08 cum cum 0.08 2 079.60 166.37 (Rate as per item 4.1.11 of S.H. : Concrete) Brick work with 75 class designation brick in cement mortar 1:4(1 cement: 4 coarse sand) 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum cum 0.13 2 293.40 298.14 Rate as per item no 6.1.1 of SH : Brick Work Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum (Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement: [l/2x0.337x(l.20+0.60)] = 0.303 sqm say 0.30 sqm (Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.30 112.80 33.84 TOTAL 901.48 Add 1 % for water charges on (A) 3.74(B) TOTAL 905.22 Add 15% for contractor’s profit and overheads 56.74 on (A+B) Cost for 1 trap 961.96 Say 961.95
- 498. 1084 19.4 : Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.2: 150 x 100 mm size P type. 19.4.2.2: With sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost of one gully trap 1902 S.W. Gully trap ‘P’ type150x100 mm each 1.00 86.00 86.00(A) 1366 C.I. grating .150x150 mm each 1.00 19.00 19.00(A) 1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A) 9999 Carriage of materials L.S. 4.50 1.00 4.50(A) Cement concrete 1:5:10 ( 1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum =0.107 cum Deduct: 0.322/3x[0.09+0.023+(0.09x0.023) 1/2] = 0.017 cum 3.14/4x(0.124)2x0.485 = 0.006 cum = 0.023 cum Net quantity 0.107 cum (-) 0.023 cum = 0.084 cum say 0.08 cum cum 0.08 2 079.60 166.37 (Rate as per item 4.1.11 of S.H. : Concrete) Brick work with sewer bricks conforming to IS: 4885 in cement mortar 1:4(1 cement: 4 coarse sand) 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum cum 0.13 2 293.40 298.14 Rate as per item no 6.36.1 of SH : Brick Work Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum (Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement: [l/2x0.337x(l.20+0.60)] = 0.303 sqm say 0.30 sqm (Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.30 112.80 33.84 TOTAL 999.68 Add 1 % for water charges on (A) 3.74(B) TOTAL 1003.42 Add 15% for contractor’s profit and overheads 56.74 on (A+B) Cost for 1 trap 1060.16 Say 1060.15
- 499. 1085 19.4: Providing and fixing square-mouth S.W. gully trap grade ‘A” complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.3: 180x150 mm size P type 19.4.3.1: With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost of one gully trap 1904 180x150 mm Gully trap ‘P’ type each 1.00 160.00 160.00(A) 1367 C.I. grating .180x180 mm each 1.00 23.00 23.00(A) 1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A) 9999 Carriage of materials L.S. 4.50 1.00 4.50(A) Cement concrete 1:5:10 ( 1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum =0.107 cum Deduct: 0.55/3x[0.09+0.032+(0.09x0.032)1/2] = 0.008 cum 3.14/4x(0.182)2x0.70 = 0.018 cum = 0.026 cum Net quantity 0.107 cum (-) 0.026 cum = 0.081 cum say 0.08 cum (Rate as per item 4.1.11 of S.H. : Concrete) cum 0.08 2 079.60 166.37 Brick work with 75 class designation brick in cement mortar 1:4(1 cement: 4 coarse sand) 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Rate as per item no 6.1.1 of SH : Brick cum 0.13 2293.40 298.14 Work Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum (Rate as per item 4.2.3 of S.H. : concrete) cum 0.008 3 579.10 28.63 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement: [l/2x0.166x(l.20+0.72)] = 0.159 sqm say 0.16 sqm (Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.16 112.80 18.05 TOTAL 963.69 Add 1 % for water charges on (A) 4.53(B) TOTAL 968.22 Add 15% for contractor’s profit and overheads 68.55 on (A+B) Cost for 1 trap 1 036.77 Say 1036.75
- 500. 1086 19.4: Providing and fixing square-mouth S. W. gully trap grade ‘A” complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.4.3: 180x150 mm size P type 19.4.3.2: With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost of one gully trap 1904 180x150 mm Gully trap ‘P’ type each 1.00 160.00 160.00(A) 1367 C.I. grating .180x180 mm each 1.00 23.00 23.00(A) 1352 C.l. cover with frame 300x300mm inside each 1.00 265.00 265.00(A) 9999 Carriage of materials L.S. 4.50 1.00 4.50(A) Cement concrete 1:5:10 ( 1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.68x0.68x0.10 m = 0.046 cum Concrete around trap 0.30x0.30x0.675 m = 0.061 cum =0.107 cum Deduct: 0.155/3x[0.09+0.032+(0.09x0.032) 1/2] = 0.008 cum 3.14/4x(0.182)2x0.70 = 0.018 cum = 0.026 cum Net quantity 0.107 cum (-) 0.026 cum = 0.081 cum say 0.08 cum (Rate as per item 4.1.11 of S.H. : Concrete) cum 0.08 2 079.60 166.37 Brick work with sewer bricks conforming to IS: 4885. in cement mortar 1:4(1 cement: 4 coarse sand) 1.66x0.115x0.675 m = 0.129 cum say 0.13 cum Rate as per item no 6.36.1 of SH : Brick cum 0.13 3048.75 396.34 Work Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x0.115x0.04 m = 0.008 cum (Rate as per item 4.2.3 of S.H. : concrete cum 0.008 3 579.10 28.63 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement: [l/2x0.166x(l.20+0.072)] = 0.159 sqm say 0.16 sqm (Rate as per item no.13.9.1 of S.H. : finishing) sqm 0.16 112.80 18.05 TOTAL 1061.89 Add 1 % for water charges on (A) 4.53(B) TOTAL 1066.43 Add 15% for contractor’s profit and overheads 68.55 on (A+B) Cost for 1 trap 1134.97 Say 1134.95
- 501. 1087 19.5 : Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.1: 100 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.49 135.25 66.27 0115 coolie Day 0.36 135.25 48.69 TOTAL 114.69 Add 1% for water charges 1.15 TOTAL 116.11 Add 15% for contractor’s profit and overheads 17.42 Cost for 10 metre 133.53 Cost for 1 metre 13.35 Say 13.35 19.5: Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.2: 150 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.49 135.25 66.27 0115 coolie Day 0.45 135.25 60.86 TOTAL 127.13 Add 1 % for water charges 1.27 TOTAL 128.40 Add 15% for contractor’s profit and overheads 19.26 Cost for 10 metre 147.66 Cost for 1 metre 14.77 Say 14.75
- 502. 1088 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.3 200 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.49 135.25 66.27 0115 Coolie Day 0.51 135.25 68.98 TOTAL 135.25 Add 1% for water charges 1.35 TOTAL 136.60 Add 15% for contractor’s profit and overheads 20.49 Cost for 10 metre 157.09 Cost for 1 metre 15.71 Say 15.70 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.4 230 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.49 135.25 66.27 0115 Collie Day 0.54 135.25 73.04 TOTAL 139.31 Add 1% for water charges 1.39 TOTAL 140.70 Add 15% for contractor’s profit and overheads 21.10 Cost for 10 metre 161.80 Cost for 1 metre 16.18 Say 16.20 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.5 250 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.49 135.25 66.27 0115 Coolie Day 0.57 135.25 77.09 TOTAL 143.36 Add 1% for water charges 1.43 TOTAL 144.79 Add 15% for contractor’s profit and overheads 21.72 Cost for 10 metre 166.51 Cost for 1 metre 16.65 Say 16.65
- 503. 1089 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.6 300 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.49 135.25 66.27 0115 Coolie Day 0.63 135.25 85.21 Add 1 % for water charges 1.51 TOTAL 152.99 Add 15% for contractor’s profit and overheads 22.95 Cost for 10 metre 175.94 Cost for 1 metre 17.59 Say 17.60 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.7 350 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.60 135.25 81.15 0115 Coolie Day 0.69 135.25 93.32 TOTAL 174.47 Add 1% for water charges 1.74 TOTAL 176.21 Add 15% for contractor’s profit and overheads 26.43 Cost for 10 metre 202.64 Cost for 1 metre 20.26 Say 20.25 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.8 400 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.75 135.25 101.44 TOTAL 190.70 Add 1% for water charges 1.91 TOTAL 192.61 Add 15% for contractor’s profit and overheads 28.89 Cost for 10 metre 221.50 Cost for 1 metre 22.15 Say 22.15
- 504. 1090 19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 19.5.9 450 mm diameter Code Description Unit Quantity Rate Amount Details of cost for 10 metre LABOUR 0114 Beldar Day 0.66 135.25 89.26 0115 Coolie Day 0.81 135.25 109.55 TOTAL 198.81 Add 1% for water charges 1.99 TOTAL 200.80 Add 15% for contractor’s profit and overheads 30.12 Cost for 10 metre 230.92 Cost for 1 metre 23.09 Say 23.10 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.1 100 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1700 100 mm dia pipe (in 2 m. length = 5 nos.) metre 10.00 118.00 1 180.00 1714 Collars 5 Nos. each 5 16.00 80.00 2275 carriage of pipes 100 metre 10.00 116.30 11.63 0 367 Cement of 5 joints = 5x0.00065 = 0.00325 tonne 0.005 4 500.00 22.50 cum = 0.0048 t say 0.005 tonne 2209 Carriage of cement tonne 0.005 47.29 0.24 0983 Fine sand for 5 joint = 0.0013x5 = 0.0065 cum cum 0.006 320.00 1.92 = 0.006 cum 2261 Carriage of sand cum 0.006 53.21 0.32 LABOUR 0 123 Mason 1st class Day 0.32 151.50 48.48 0124 Mason 2nd class Day 0.32 141.60 45.31 0114 Beldar Day 0.63 135.25 85.21 0101 Bhishti Day 0.16 138.45 22.15 TOTAL 1 497.76 Add 1% for water charges 14.98 TOTAL 1 512.74 Add 15% for contractor’s profit and overheads 226.91 Cost for 10 metre 1 739.65 Cost for 1 metre 173.97 Say 173.95
- 505. 1091 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.2 150mmdia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1701 150 mm dia pipe (in 2 m. length = 5 nos.) metre 10.00 135.00 1 350.00 1715 Collars 5 Nos. each 5 21.00 105.00 2281 carriage of pipes 100metre 10.00 193.83 19.38 0367 Cement of 5 joints = 5x0.0008 = 0.004 cum = tonne 0.006 4 500.00 27.00 0.006 tonne 2209 Carriage of cement tonne 0.006 47.29 0.28 0983 Fine sand for 5 joint = 0.0016x5 = 0.008 cum cum 0.008 320.00 2.56 2261 Carriage of sand cum 0.008 53.21 0.43 LABOUR 0123 Mason 1 st class Day 0.39 151.50 59.08 0124 Mason 2nd class Day 0.39 141.60 55.22 0114 Beldar Day 0.78 135.25 105.50 0101 Bhishti Day 0.16 138.45 22.15 TOTAL 1 746.60 Add 1% for water charges 17.47 TOTAL 1 764.07 Add 15% for contractor’s profit and overheads 264.61 Cost for 10 metre 2 028.68 Cost for 1 metre 202.87 Say 202.85 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.3 250 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1702 250 mm dia pipe (in 2 m. length = 5 nos.) metre 10.00 157.00 1570.00 1716 Collars 5 Nos. each 5.00 34.00 170.00 2287 carriage of pipes 100metre 10.00 448.05 44.80 0367 Cement of 5 joints = 5x0.0012 = 0.006 cum = tonne 0.009 4500.00 40.50 0.009tonne 2209 Carriage of cement tonne 0.009 47.29 0.43 0983 Fine sand for 5 joint = 0.0024x5 = 0.012 cum cum 0.012 320.00 3.48 2261 Carriage of sand cum 0.012 53.21 0.64 LABOUR 0123 Mason 1st class Day 0.54 151.50 81.81 0124 Mason 2nd class Day 0.54 141.60 76.46 0114 Beldar Day 1.50 135.25 202.88 0101 Bhishti Day 0.23 138.45 31.84 TOTAL 2,223.20 Add 1% for water charges 22.23 TOTAL 2,245.43 Add 15% for contractor’s profit and overheads 336.81 Cost for 10 metre 2,582.24 Cost for 1 metre 258.22 Say 258.20
- 506. 1092 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.4 300 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1703 300 mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 228.00 2 280.00 1717 Collars 4 Nos. each 4.00 42.00 168.00 2290 carriage of pipes 100 metre 10.00 553.80 55.38 0367 Cement of 4 joints = 4x0.00185 = 0.0074 cum tonne 0.011 4500.00 49.50 = 0.011 tonne 2209 Carriage of cement tonne 0.011 47.29 0.52 0983 Fine sand for 4 joint = 0.0037x4 = 0.0148 say cum 0.015 320.00 4.40 0.015cum = 0.006 cum 2261 Carriage of sand cum 0.015 53.21 0.80 LABOUR 0123 Mason 1st class Day 0.59 151.50 89.38 0124 Mason 2nd class Day 0.59 141.60 83.54 0114 Beldar Day 1.16 135.25 156.89 0101 Bhishti Day 0.20 138.45 27.69 TOTAL 2 916.50 Add 1% for water charges 29.16 TOTAL 2 945.66 Add 15% for contractor’s profit and overheads 441.85 Cost for 10 metre 3 387.51 Cost for 1 metre 338.75 Say 338.75 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.5 450 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1704 450 mmdiampe (in 2.5 m. length = 4 nos.) metre 10.00 333.00 3 330.00 1718 Collars 4 Nos. each 4.00 63.00 252.00 2299 carriag of pipes metre 10.00 1 292.20 129.22 0 367 Cement of 4 joints = 4x0.0041 = 0.0164 cum tonne 0.024 4 500.00 108.00 = 0.024 t 2209 Carriage of cement tonne 0.024 47.29 1.13 0983 Fine sand for 4 joint = 0.0082x4 = 0.033 cum cum 0.033 320.00 10.56 2261 Carriage of sand cum 0.033 53.21 1.76 LABOUR 0123 Mason 1st class Day 0.75 151.50 113.62 0124 Mason 2nd class Day 0.75 141.60 106.20 0114 Beldar Day 1.50 135.25 202.88 0101 Bhishti Day 0.33 138.45 45.69 TOTAL 4 301.06 Add 1% for water charges 43.01 TOTAL 4 344.07 Add 15% for contractor’s profit and overheads 651.61 Cost for 10 metre 4 995.68 Cost for 1 metre 499.57 Say 499.55
- 507. 1093 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 9.6.6 500 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1705 500 mm dia pipe (in 2.5 m. length = 4) metre 10.00 398.00 3 980.00 1719 Collars 4 Nos. each 4.00 73.00 292.00 2299 carriage of pipe 100 metre 10.00 1 292.20 129.22 0367 Cement of 4 joints = 4x0.00185 = 0.0074 cum tonne 0.026 4 500.00 117.00 = 0.011 t 2209 Carriage of cement tonne 0.026 47.29 1.23 983 Fine sand for 4 joint = 0.0037x4 = 0.0148 cum cum 0.036 320.00 11.52 = 0.015 cum 2261 Carriage of sand cum 0.036 53.21 1.92 LABOUR 0123 Mason 1 st class Day 0.81 151.50 122.72 0124 Mason 2nd class Day 0.81 141.60 114.70 0114 Beldar Day 1.62 135.25 219.10 0101 Bhishti Day 0.33 138.45 45.69 TOTAL 5 035.10 Add 1 % for water charges 50.35 TOTAL 5 085.45 Add 15% for contractor’s profit and overheads 762.82 Cost for 10 metre 5 848.27 Cost for 1 metre 584.83 Say 584.85 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.7 600 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1706 600mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 642.00 6 420.00 1720 Collars 4 Nos each 4.00 92.00 368.00 2303 carriage of pipes 100 metre 10.00 1 938.30 193.83 0367 Cement of 4 joints = 4x0.0054 = 0.0216 cum = tonne 0.032 4 500.00 144.00 0.032 t 2209 Carriage of cement tonne 0.032 47.29 1.51 0983 Fine sand for 4 joint = 0.0108x4 = 0.043 cum cum 0.043 320.00 13.76 2261 Carriage of sand cum 0.043 53.21 2.29 LABOUR 0123 Mason 1 st class Day 0.92 151.50 139.38 0124 Mason 2nd class Day 0.92 141.60 130.27 0114 Beldar Day 1.83 135.25 247.51 0101 Bhishti Day 0.33 138.45 45.69 TOTAL 7 706.24 Add 1% for water charges 77.06 TOTAL 7 783.30 Add 15% for contractor’s profit and overheads 1 167.49 Cost for 10 metre 8 950.79 Cost for 1 metre 895.08 Say 895.10
- 508. 1094 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.8 700 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1707 700 mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 719.00 7 190.00 1721 Collars 4 Nos each 4.00 102.00 408.00 2303 carriage of pipes 100 meire 10.00 1 938.30 193.83 0367 Cement of 4 joints = 4x0.0062 = 0.0248 cum tonne 0.037 4 500.00 166.50 = 0.037 t 2209 Carriage of cement tonne 0.037 47.29 1.75 0983 Fine sand for 4 joint = 0.0124x4 = 0.0496 cum cum 0.05 320.00 16.00 = 0.05 cum 2261 Carriage of sand cum 0.05 53.21 2.66 LABOUR 0123 Mason 1 st class Day 1.03 151.50 156.05 0124 Mason 2nd class Day 1.03 141.60 145.85 0114 Beldar Day 2.06 135.25 278.62 0101 Bhishti Day 0.42 138.45 58.15 TOTAL 8 617.41 Add 1% for water charges 86.17 TOTAL 8 703.58 Add 15% for contractor’s profit and overheads 1 305.54 Cost for 10 metre 10 009.12 Cost for 1 metre 1 000.91 Say 1 000.90 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.9 800 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1709 800 mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 836.00 8 360.00 1723 Collars 4 Nos. each 4.00 146.00 584.00 2303 carriage of pipes 100 metre 10.00 1 938.30 193.83 0367 Cement of 4 joints = 4x0.0072 = 0.0288 cum tonne 0.042 4 500.00 189.00 = 0.042 t 2209 Carriage of cement tonne 0.042 47.29 1.99 0983 Fine sand for 4 joint = 0.0143x4 = 0.0572 cum cum 0.057 320.00 18.24 = 0.057 cum 2261 Carriage of sand cum 0.057 53.21 3.03 LABOUR 0123 Mason 1st class Day 1.14 151.50 172.71 0124 Mason 2nd class Day 1.14 141.60 161.42 0114 Beldar Day 2.28 135.25 308.37 0101 Bhishti Day 0.42 138.45 58.15 TOTAL 10 050.74 Add 1 % for water charges 100.51 TOTAL 10 151.25 Add 15% fo for contractor’s profit and overheads 1 522.69 Cost for 10 metre 11 673.94 Cost for 1 metre 1 167.39 Say 1 167.40
- 509. 1095 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.10 900 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1710 900 mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 986.00 9 860.00 1724 Collars 4 Nos. each 4.00 178.00 712.00 2331 Carriage of pipes 100 melre 10.00 2 907.45 290.74 0367 Cement of 4 joints = 4x0.0082 = 0.0328 cum tonne 0.049 4 500.00 220.50 = 0.0488 t Say 0.049 t 2209 Carriage of cement tonne 0.049 47.29 2.32 0983 Fine sand for 4 joint = 0.0164x4 = 0.066 cum cum 0.66 320.00 211.20 2261 Carriage of sand cum 0.66 53.21 35.12 LABOUR 0123 Mason 1 st class Day 1.25 151.50 189.38 0124 Mason 2nd class Day 1.25 141.60 177.00 0114 Beldar Day 3.00 135.25 405.75 0101 Bhishti Day 0.50 138.45 69.22 TOTAL 12 173.23 Add 1% for water charges 121.73 TOTAL 12 294.96 Add 15% for contractor’s profit and overheads 1 844.24 Cost for 10 metre 14 139.20 Cost for 1 metre 1 413.92 Say 1 413.90 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.11 1000 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1711 1000 mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 1243.00 12 430.00 1725 Collars 4 Nos. each 4.00 210.00 840.00 2332 Carriage of pipes 100 metre 10.00 3876.61 387.66 0367 Cement of 4 joints = 4x0.0092 = 0.0368 cum tonne 0.055 4 500.00 247.50 = 0.055 t 2209 Carriage of cement tonne 0.055 47.29 2.60 6 983 Fine sand for 4 joint = 0.0185x4 = 0.074 cum cum 0.074 320.00 23.68 2261 Carriage of sand cum 0.074 53.21 3.94 LABOUR 0123 Mason 1 st class Day 1.36 151.50 206.04 0124 Mason 2nd class Day 1.36 141.60 192.58 0114 Beldar Day 4.33 135.25 585.63 0101 Bhishti Day 0.50 138.45 69.22 TOTAL 14 988.85 Add 1% for water charges 149.89 TOTAL 15 138.74 Add 15% for contractor’s profit and overheads 2 270.81 Cost for 10 metre 17 409.55 Cost for 1 metre 1 740.96 Say 1 740.95
- 510. 1096 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.12 1100 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1712 1100 mm dia pipe (in 2.5m.length = 4 Nos.) metre 10.00 1500.00 15000.00 1726 Collars 4 Nos. each 4.00 241.00 964.00 2333 carnage of pipes 100metre 10.00 3876.61 387.66 0367 Cement of 4 joints = 4x0.0103 =0.0412 cum tonne 0.061 4500.00 274.50 = 0.061 t 2209 Carriage of cement tonne 0.061 47.29 2.88 0983 Fine sand for 4 joint = 0.0206x4 = 0.0824 cum cum 0.082 320.00 26.24 = 0.082 cum 2261 Carriage of sand cum 0.082 53.21 4.36 LABOUR 0123 Mason 1st class Day 1.47 151.50 222.70 0124 Mason 2nd class Day 1.47 141.60 208.15 0114 Beldar Day 6.30 135.25 852.08 0101 Bhishti Day 0.60 138.45 83.07 TOTAL 18 025.64 Add 1% for water charges 180.26 TOTAL 18 205.90 Add 15% for contractor’s profit and overheads 2 730.88 Cost for 10 metre 20 936.78 Cost for 1 metre 2 093.68 Say 2 093.70 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : 19.6.13 1200 mm dia. R.C.C. pipe Code Description Unit Quantity Rate Amount Details of cost for 10 metre MATERIALS 1713 1200 mm dia pipe (in 2.5 m. length = 4 nos.) metre 10.00 1543.00 15 430.00 1727 Collars 4 Nos each 4.00 280.00 1120.00 2334 Carriage of pipes 100metre 10.00 3876.61 387.66 0367 Cement of 4 joints = 4x0.0114 = 0.0456 cum tonne 0.068 4 500.00 306.00 = 0.068 t 2209 Carriage of cement tonne 0.068 47.29 3.22 0983 Fine sand for 4 joint = 0.0229x4 = 0.0916 cum cum 0.092 320.00 29.44 = 0.092 cum 2261 Carriage of sand cum 0.092 53.21 4.90 LABOUR 0123 Mason 1 st class Day 1.59 151.50 240.89 0124 Mason 2nd class Day 1.59 141.60 225.14 0114 Beldar Day 8.67 135.25 1 172.62 0101 Bhishti Day 0.67 138.45 92.76 TOTAL 19 012.63 Add 1% for water charges 190.13 TOTAL 19 202.76 Add 15% for contractor’s profit and overheads 2 880.41 Cost for 10 metre 22 083.17 Cost for 1 metre 2 208.32 Say 2 208.30
- 511. 1097 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and .45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): 19.7.1.1 With F.P.S. bricks with class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.51x1.41x0.20=0.426 cum Say 0.43 cun. Rate as per item no 4.1.8 of SH : Concrete cum 0.43 2449.00 1053.07 Work Brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1 cement: 4 coarse sand) 4.32x0.23x0.35 m = 0.348 cum Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-) 0.008 cum = 0.340 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.34 2293.40 779.76 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for benching 2x0.90x(0.80/2) x (0.30+0.20)/2 = 0.18 cum Less for pipe 1x0.90x3.14/4x(0.15 m)2 = (-) 0.02 cum = 0.16 cum Rate as per item no 4.1.3 of SH : Concrete cum 0.16 3257.45 521.19 Work 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 3.40mx0.05m = 0.17 sqm 2x1/2x0.80x0.10m = 0.08 sqm = 0.25 sqm Rate as per item no.13.9.1 of SH : Finishing sqm 0.25 112.80 25.20 Reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For slab: 1.36x1.26x0.15m = 0.257 cum Less for cover 0.61x0.455x0.15m = (-) 0.042cum = 0.215 cum Say 0.22 cum Rate as per item no 5.3 of SH : RCC Work cum 0.22 3673.85 808.25 Mild steel reinforcement for slab :
- 512. 1098 Code Description Unit Quantity Rate Amount 0.22 cum @ 48.06 kg/cum = 10.57 kg Rate as per item no 5.22.1 of SH: RCC Work kg 10.57 41.50 438.66 Form work = 0.90x0.80= 0.72 sqm Less cover = 0.61x0.45m = (-) 0.278 sqm =0.42 sqm. say 0.44 sqm. Rate as per item no 5.9.3 of SH : RCC Work sqm 0.44 187.35 82.43 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.06 151.50 9.09 (A) 0124 Mason 2nd class Day 0.06 141.60 8.50 (A) 1354 C.I. Cover with frame 455x610 mm (inside) each 1.00 1395.00 1 395.00 (B) 9999 Carriage of C.I. cover & frame L.S. 6.76 1.00 6.76 (B) 9999 Painting of C.I. cover & frame with coal tar L.S. 6.76 1.00 6.76 (B) 9999 Sundries L.S. 13.52 1.00 13.52 (B) TOTAL 5151.19 Add 1% for water charges on (A+B) 14.40 (C) TOTAL 5165.59 Add 15% for contractor’s profit and overheads 218.10 on (A+B+C) Cost of one manhole 5 383.69 Say 5 383.70 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg): 19.7.1.2 With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.51x1.41x0.20m=0.426 cum Say 0.43 cun. Rate as per item no 4.1.8 of SH : Concrete cum 0.43 2 449.00 1 053.07 Work Brick work with sewer bricks conforming to IS: 4885. in foundation & plinth in cement mortar 1:4 (1 cement: 4 coarse sand) 4.32x0.23x0.35 m = 0.348 cum Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-) 0.008 cum = 0.340 cum Rate as per item no 6.36.1 of SH : Brick cum 0.34 3 048.75 1 036.58 Work Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for benching
- 513. 1099 Code Description Unit Quantity Rate Amount 2x0.90x(0.80/2) x (0.30+0.20)/2 = 0.18 cum Less for pipe 1x0.90x3.14/4x(0.15 m)2 = (-) 0.02 cum = 0.16 cum Rate as per item no 4.1.3 of SH : Concrete cum 0.16 3257.45 521.19 Work 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 3.40mx0.05m = 0.17 sqm 2x1/2x0.80x0.10m = 0.08 sqm = 0.25 sqm Rate as per item no.13.9.1 of SH : Finishing sqm 0.25 112.80 28.20 Reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For slab: 1.36x1.26x0.15m = 0.257 cum Less for cover 0.61x0.455x0.15m = (-) 0.042 cum = 0.215 cum Say 0.22 cum Rate as per item no 5.3 of SH : RCC Work cum 0.22 3673.85 808.25 Mild steel reinforcement for slab : 0.22 cum @ 48.06 kg/cum = 10.57 kg Rate as per item no 5.22.1 of SH: RCC Work kg 10.57 41.50 438.66 Form work = 0.90x0.80= 0.72 sqm =0.442 sqm say 0.44 sqm Less cover = 0.61x0.455m = (-) 0.278 sqm Rate as per item no 5.9.3 of SH : RCC Work sqm 0.44 187.35 82.43 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.06 151.50 9.09 (A) 0124 Mason 2nd class Day 0.06 141.60 8.50 (A) 1354 C.I. Cover with frame 455x610 mm (inside) each 1.00 1395.00 1 395.00 (B) 9999 Carriage of C.I. cover & frame L.S. 6.76 1.00 6.76 (B) 9999 Painting of C.I. cover & frame with coal tar L.S. 6.76 1.00 6.76 (B) 9999 Sundries L.S. 13.52 1.00 13.52 (B) TOTAL 5408.01 Add 1% for water charges on (A+B) 14.40 (C) TOTAL 5422.41 Add 15% for contractor’s profit and overheads 218.10 on (A+B+C) Cost of one manhole 5 640.51 Say 5 640.50 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg):
- 514. 1100 19.7.2.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.81x1.51x0.20m=0.547 cum Say 0.55 cun. Rate as per item no 4.1.8 of SH : Concrete cum 0.55 2 449.00 1 346.95 Work Brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1 cement: 4 coarse sand) 5.12x0.23x0.80 m = 0.942 cum Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-) 0.008 cum = 0.934 cum say 0.93 cum Rate as per item no 6.1.1 of SH : Brick cum 0.93 2 293.40 2 132.86 Work Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for benching 2x1.20x(0.90x10.30/2) x (0.30+0.20)/2 = 0.270 cum Less for pipe 1.20x3.14/4x(0.15 m)2 = (-) 0.021 cum = 0.249 cum say 0.25 cum. Rate as per item no 4.1.3 of SH : Concrete cum 0.25 3 257.45 814.36 Work 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 4.20mx0.50m = 2.10 sqm 2x1/2x0.90x0.10m = 0.08 sqm Total = 2.19 sqm Rate as per item no.13.9.1 of SH : Finishing sqm 2.19 112.80 247.03 Reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For slab: 1.66x1.36x0.15m = 0.339 cum Less for cover 0.7854x(0.50)2x0.15m = (-) 0.029 cum = 0.31cum Rate as per item no 5.3 of SH : RCC Work cum 0.31 3 673.85 1 138.89 Mild steel reinforcement for slab : 0.31 cum @ 48.06 kg/cum = 24.83 kg Rate as per item no 5.22.1 of SH: RCC Work kg 24.83 41.50 1 030.44 Form work = 1.20x0.90= 1.08 sqm Less cover = 3.14/4x(0.50)2=(-) 0.196 sqm = 0.884 sqm Say 0.88 sqm Rate as per item no 5.9.3 of SH : RCC Work sqm 0.88 187.35 164.87 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.08 151.50 12.12 (A) 0124 Mason 2nd class Day 0.08 141.60 11.33 (A) 1356 C.I. Cover with frame 500 mm (inside) each 1.00 4 257.00 4 257.00 (B) 9999 Carriage of C.I. cover & frame L.S. 6.76 1.00 6.76 (B) 9999 Painting of C.I. cover & frame with coal tar L.S. 6.76 1.00 6.76 (B)
- 515. 1101 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 16.64 1.00 16.64 (B) TOTAL 11 186.01 Add 1% for water charges on (A+B) 43.11 (C) TOTAL 11 229.12 Add 15% for contractor’s profit and overheads 653.06 on (A+B+C) Cost of one manhole 11 882.18 Say 11 882.20 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg): 19.7.2.2 With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.81x1.51x0.20m=0.547 cum Say 0.55 cun. Rate as per item no 4.1.8 of SH : Concrete cum 0.55 2 449.00 1 346.95 Work Brick work with sewer bricks conforming to IS: 4885. in foundation & plinth in cement mortar 1:4 (1 cement: 4 coarse sand) 5.12x0.23x0.80 m = 0.942 cum Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-) 0.008 cum = 0.934 cum say 0.93 cum Rate as per item no 6.36.1 of SH : Brick cum 0.93 3 048.75 2 835.34 Work Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for benching 2x1.20x0.90x(0.80/2) x (0.30+0.20)/2 = 0.270 cum Less for pipe 1.20x3.14/4x(0.15 m)2 = (-) 0.021 cum = 0.249 cum say 0.25 cum Rate as per item no 4.1.3 of SH : Concrete cum 0.25 3 257.45 814.36 Work 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 4.20mx0.50m = 2.10 sqm 2x1/2x0.90x0.10m = 0.08 sqm = 2.19 sqm
- 516. 1102 Code Description Unit Quantity Rate Amount Rate as per item no.13.9.1 of SH : Finishing sqm 2.19 112.80 247.03 Reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For slab: 1.66x1.36x0.15m = 0.339 cum Less for cover 0.7854x(0.50)2x0.15m = (-) 0.029 cum = 0.31cum Rate as per item no 5.3 of SH : RCC Work cum 0.31 3673.85 1138.89 Mild steel reinforcement for slab : 0.31 cum @ 48.06 kg/cum = 24.83 kg Rate as per item no 5.22.1 of SH: RCC Work kg 24.83 41.50 1030.44 Form work = 1.20x0.90= 1.08 sqm Less cover = 3.14/4x(0.50)2=(-) 0.196 sqm = 0.884 sqm Say 0.88 sqm Rate as per item no 5.9.3 of SH : RCC Work sqm 0.88 187.35 164.87 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.08 151.50 12.12 (A) 0124 Mason 2nd class Day 0.08 141.60 11.33 (A) 1356 C.I. Cover with frame 500 mm (inside) each 1.00 4 257.00 4 257.00 (B) 9999 Carriage of C.I. cover & frame L.S. 6.76 1.00 6.76 (B) 9999 Painting of C.I. cover & frame with coal tar L.S. 6.76 1.00 6.76 (B) 9999 Sundries L.S. 16.64 1.00 16.64 (B) TOTAL 11 888.49 Add 1% for water charges on (A+B) 43.11 (C) TOTAL 11 931.60 Add 15% for contractor’s profit and overheads 653.06 on (A+B+C) Cost of one manhole 12 584.66 Say 12 584.65 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation_concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : , 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) 19.7.3.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.81x1.51x0.20m=0.547 cum Say 0.55 cun. Rate as per item no 4.1.8 of SH : Concrete cum 0.55 2 449.00 1 346.95 Work Brick work with bricks of class designation 75 in foundation & plinth in cement mortar 1:4 (1 cement: 4 coarse sand)
- 517. 1103 Code Description Unit Quantity Rate Amount 5.12x0.23x0.65 m = 0.765 cum 1x0.56x0.23x0.15 m =0.019 cum 1x0.79x0.23x0.15 = 0.027 cum =0.811 Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-) 0.008 cum = 0.803 cum say 0.80 cum Rate as per item no 6.1.1 of SH : Brick cum 0.80 2 293.40 1 834.72 Work Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for benching 2x1.20x(0.90/2)x(0.30+0.20)/2 = 0.270 cum Less for pipe 1.20x3.14/4x(0.15 m)2 = (-) 0.021 cum = 0.249 cum say 0.25 cum Rate as per item no 4.1.3 of SH : Concrete cum 0.25 3 257.45 814.36 Work 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 4.20mx0.35m = 1.47 sqm 2x0.56x0.15m = 0.17 sqm 2x1/2x0.90x0.10m = 0.09 sqm For fixing cover 0.96x0.96 m =0.922 sqm 2.652 sqm Less cover 3.14/4x(0.56)2=(-) 0.246 sqm =2.406 sqm Say 2.41 sqm Rate as per item no.13.9.1 of SH : Finishing sqm 2.41 112.80 271.85 Reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For slab: 1.66x1.36x0.15m = 0.339 cum Add extra concreting 1x(0.56+0.79)x0.15x0.15 m=0.03 cum =0.369 cum Less for cover 0.7854x(0.50)2x0.15m = (-) 0.037 cum = 0.332 cum Say 0.33 cum Rate as per item no 5.3 of SH : RCC Work cum 0.33 3 673.85 1 212.37 Steel reinforcement for slab @ 80.9 Kg/cum For 0.33 cum = 26.43 kg. Rate as per item no 5.22.1 of SH: RCC Work kg 26.43 41.50 1 096.84 Form work inside area of man-hole 1.20x0.90 =1.08 Less cover = 3.14/4x(0.56)2=(-) 0.246 sqm = 0.834 sqm Say 0.88 sqm Rate as per item no 5.9.3 of SH : RCC Work sqm 0.83 187.35 155.50 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.08 151.50 12.12 (A) 0124 Mason 2nd class Day 0.08 141.60 11.33 (A) 3860 C.I. Cover with frame 560 dia each 1.00 7 634.00 7 634.00 (B) 9999 Carriage of C.I. cover & frame L.S. 13.52 1.00 13.52(B) 9999 Painting of C.I. cover & frame with coal tar L.S. 6.76 1.00 6.76 (B) 9999 Sundries L.S. 20.28 1.00 20.28 (B) TOTAL 14430.60
- 518. 1104 ,Code Description Unit Quantity Rate Amount Add 1% for water charges on (A+B) 76.98 (C) TOTAL 14 507.58 Add 15% for contractor’s profit and overheads 1 166.25 on (A+B+C) Cost of one manhole 15 673.83 Say 15 673.85 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) 19.7.3.2 With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 1.81x1.51x0.20m=0.547 cum Say 0.55 cun. Rate as per item no 4.1.8 of SH : Concrete cum 0.55 2 449.00 1 346.95 Work Sewer Brick conforming to IS: 4885. in foundation & plinth in cement mortar 1:4 (1 cement: 4 coarse sand) 5.12x0.23x0.65 m = 0.765 cum 1x0.56x0.23x0.15 m =0.019 cum 1x0.79x0.23x0.15 = 0.027 cum =0.811 Less for pipe 2x3.14/4x(0.15m)2x0.23m = (-) 0.008 cum = 0.803 cum say 0.80 cum Rate as per item no 6.36.1 of SH : Brick cum 0.80 3 048.75 2 439.00 Work Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for benching 2x1.20x(0.90/2)x(0.30+0.20)/2 = 0.270 cum Less for pipe 1.20x3.14/4x(0.15 m)2 = (-) 0.021 cum = 0.249 cum say 0.25 Rate as per item no 4.1.3 of SH : Concrete cum 0.25 3 257.45 814.36 Work 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 4.20mx0.35m = 1.47 sqm 2x0.56x0.15m = 0.17 sqm 2x1/2x0.90x0.10m = 0.09 sqm For fixing cover 0.96x0.96 m =0.922 sqm = 2.652 sqm
- 519. 1105 Code Description Unit Quantity Rate Amount 2 Less cover 3.14/4x(0.56) =(-) 0.246 sqm =2.406 sqm Say 2.41 sqm Rate as per item no.13.9.1 of SH : Finishing sqm 2.41 112.80 271.85 Reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For slab: 1.66x1.36x0.15m = 0.339 cum Add extra concreting 1x(0.56+0.79)x0.15x0.15 m=0.03 cum =0.369 cum Less for cover 0.7854x(0.50)2x0.15m = (-) 0.037 cum = 0.332 cum Say 0.33 cum Rate as per item no 5.3 of SH : RCC Work cum 0.33 3673.85 1212.37 Steel reinforcement for slab @ 80.9 Kg/cum For 0.33 cum = 26.43 Rate as per item no 5.22.1 of SH: RCC Work kg 26.43 41.50 1096.84 Form work inside area of man-hole 1.20x0.90 =1.08 Less cover = 3.14/4x(0.56)2=(-) 0.246 sqm = 0.834 sqm Say 0.88 sqm Rate as per item no 5.9.3 of SH : RCC Work sqm 0.83 187.35 155.50 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.08 151.50 12.12 (A) 0124 Mason 2nd class Day 0.08 141.60 11.33 (A) 3860 C.I. Cover with frame 560 dia each 1.00 7634.00 7 634.00 (B) 9999 Carriage of C.I. cover & frame L.S. 13.52 1.00 13.52(B) 9999 Painting of C.I. cover & frame with coal tar L.S. 6.76 1.00 6.76 (B) 9999 Sundries L.S. 20.28 1.00 20.28 (B) TOTAL 15 034.88 Add 1% for water charges on (A+B) 76.98 (C) TOTAL 15 111.86 Add 15% for contractor’s profit and overheads 1 166.25 on (A+B+C) Cost of one manhole 16 278.11 Say 16 278.10 19.8 Extra for depth for manholes 19.8.1 Size 90x80 cm 19.8.1.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for one meter MATERIALS Brick work with bricks of class designation 75 in cement mortar 1:4(1 cement : 4 coarse sand) 4.32x0.23x1.00 = 0.994 cum Say 0.99 Rate as per item no. 6.1.1 of S.H : brick work cum 0.99 2293.40 2 270.47 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 3.40x1 m = 3.40 sqm Rate as per item no. 13.9.1 of SH : Finishing sqm 3.40 112.80 383.52 TOTAL 2 653.99 Cost for one metre 2 653.99 Say 2 654.00
- 520. 1106 19.8 Extra for depth for manholes 19.8.1 Size 90x80 cm 19.8.1.2 With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for one meter MATERIALS Brick work with modular extruded burnt fire clay sewer bricks in cement mortar 1:4(1 cement : 4 coarse sand) 1x4.32x0.23x1.0 = 0.994 say 0.99 cum Rate as per item No 6.36.1 of SH : Brick Work cum 0.99 3 048.75 3 018.26 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 3.40x1 m = 3.40 sqm Rate as per item no. 13.9.1 of SH : Finishing sqm 3.40 112.80 383.52 TOTAL 3 401.78 Cost for one metre 3 401.78 Say 3 401.78 19.8 Extra for depth for manholes 19.8.2 Size 120x90 cm 19.8.2.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for one meter MATERIALS Brick work with modular extruded burnt fire clay sewer bricks in cement mortar 1:4(1 cement : 4 coarse sand) 5.12x0.23x1.0 = 1.178 say 1.18 cum Rate as per item No 6.1.1 of SH : Brick Work cum 1.18 2 293.40 2 706.21 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 4.20x1 m = 4.20 sqm Rate as per item no. 13.9.1 of SH : Finishing sqm 4.20 112.80 473.76 TOTAL 3 179.97 Cost for one metre 3 179.97 Say 3 179.95 19.8 Extra for depth for manholes 19.8.2 Size 120x90 cm 19.8.2.2 With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for one meter MATERIALS Brick work with modular extruded burnt fire clay sewer bricks in cement mortar 1:4 (1 cement : 4 coarse 5.12x0.23x1.00=1.178 say 1.18 cum Rate as per item No 6.36.1 of SH : Brick cum 1.18 3 048.75 3 597.52 Work
- 521. 1107 Code Description Unit Quantity Rate Amount 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 4.20x1 m = 4.20sqm Rate as per item no. 13.9 of sub head sqm 4.20 112.80 473.76 finishing TOTAL 4 071.28 Cost for one metre 4 071.28 Say 4 071.30 19.9 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at/in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total-weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): 19.9.1.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 1.67x1.67x0.225 = 0.63cum. Rate as per item no 4.1.6 SH: Concrete work cum 0.63 2 713.05 1 709.22 Brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement: 4 coarse sand) Curved on plan 3.14x1.14x0.074x0.23=0.061 3.14x(1.14+0.79)2x0.711x0.23 = 0.496 = 0.557 Duduct arch ring and portion of pipe 2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum 2x3.14/4x(0.15)2x0.230 = 0.008 cum = 0.026 cum Net quantity 0.557-0.026 = 0.531 Say 0.53 Rate as per item no 6.1.1 of SH : Brick Work cum 0.53 2 293.40 1 215.50 Brick work in arches with 75 class designation brick in cement mortar 1:3 ( 1 cement: 3 coarse sand) 2x½x3.14x0.25 m x0.230x0.10 m = 0.018 cum Say 0.02 cum Rate as per item no 6.9 of SH: Brick Work cum 0.02 3 847.45 76.95
- 522. 1108 Code Description Unit Quantity Rate Amount Cement concrete 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching: 3.14/4x(0.91+0.82)2x0.20 = 0.118 cum [(2x8.133)/360]x(4/3)x3.14x(0.45)3 =0.017 cum = 0.135 cum Less pipe : 0.91x3.14/4x(0.15)2 = (-) 0.016 cum = 0.119 cum Say 0.12 cum cum 0.12 3 257.45 390.89 Rate as per item no. 4.2.3 of SH : concrete Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For fixing cover : 3.14/4 x d2x thickness 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2 x 0.15 m = (-) 0.037 cum = 0.086 cum Say 0.09 cum Rate as per item no 4.2.3 of SH : Concrete work cum 0.09 3 579.10 322.12 12 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with floating coat of neat cement 3.14x(0.80+0.56)/2x0.49 = 1.05 sqm 3.14x0.56x0.075 = 0.13 sqm ‘ Benching 3.14x(0.80)2/4-0.80x0.15+0.80x ½x3.14x0.15 = 0.57 sqm = 1.75 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 1.75 112.80 197.40 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.06 151.50 9.09(A) 0124 Mason 2nd class Day 0.06 141.60 8.50(A) 7135 S.F.R.C cover 560 mm dia with fram (heavy each 1.00 838.00 838.00 (A) duty) 9999 Carriage L.S. 6.89 (A) 9999 Sundries L.S. 16.90 (A) TOTAL 4 791.46 Add 1 % for water charges on (A) 8.79 (C) TOTAL 4 800.25 Add 15% for contractor’s profit and overheads 133.23 on (A+B) Cost of one manhole 4 933.48 Say 4 933.50 19.9 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design:
- 523. 1109 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): 19.9.1.2 With Sewer bricks conforming to IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 1.67x1.67x0.225 = 0.63cum. Rate as per item no 4.1.6 of SH : Concrete work cum 0.63 2 713.05 1 709.22 Brick work with moduler extruded burnt fire clay sewer bricks in cement mortar 1:4(1 cement: 4 coarse sand) Curved on plan 3.14x1.14x0.074x0.23 =0.061 3.14x(1.14+0.79)/2x0.711x0.23 = 0.496 = 0.557 Duduct arch ring and portion of pipe 2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum 2x3.14/4x(0.15)2x0.230 = 0.008 cum = 0.026 cum Net quantity 0.557-0.026 = 0.531 Say 0.53 Rate as per item No 6.36.1 of SH : Brick Work cum 0.53 3 048.75 1 615.84 Brick work moduler extruded burnt fire clay sewer bricks in arches brick in cement mortar 1:3 (1 cement: 3 coarse sand) 2x½x3.14x0.25m x0.230x0.10 m = 0.018 cum Say 0.02 cum Rate as per item No 6.37 of SH : Brick Work cum 0.02 4 550.30 91.01 Cement concrete 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching: 3.14/4x(0.91+0.82)2x0.20 = 0.118 cum [(2x8.133)/360]x(4/3)x3.14x(0.45) 3 =0.017 cum = 0.135 cum Less pipe : 0.91x3.14/4x(0.15)2= (-) 0.016 cum = 0.119 cum Say 0.12 cum Rate as per item no. 4.1.3 of SH : concrete work Cement concrete 1:2:4 (1 cement: 2 coarse cum 0.12 3 257.45 390.89 sand : 4 graded stone aggregate 20 mm nominal size) For fixing cover : 3.14/4 x d2x thickness 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2 x 0.15 m = (-) 0.037 cum = 0.086 cum Say 0.09 cum Rate as per item no 4.2.3 of SH : Concrete cum 0.09 3 579.10 322.12
- 524. 1110 Code Description Unit Quantity Rate Amount 12 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with floating coat of neat cement 3.14x(0.80+0.56)/2x0.49 = 1.05 sqm 3.14x0.56x0.075 = 0.13 sqm Benching 3.14x(0.80)2/4-0.80x0.15+0.80x’/2x3.14x0.15 = 0.57 sqm = 1.75 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 1.75 112.80 197.40 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.06 151.50 9.09 (A) 0124 Mason 2nd class Day 0.06 141.60 8.50 (A) 7135 S.F.R.C cover 560 mm dia with fram (heavy each 1.00 838.00 838.00 (A) duty) 9999 Carriage L.S. 6.89 1.00 6.89 (A) 9999 Sundries L.S. 16.90 1.00 16.90 (A) TOTAL 5 205.86 Add 1% for water charges on (A) 8.79 (B) TOTAL 5 214.65 Add 15% for contractor’s profit and overheads 133.23 on (A+B) Cost of one manhole 5 347.88 Say 5 347.90 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m 19.10.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of Cost for 0.76m depth. Bricks work in arches with 75 class designation bricks in cement montar 1:3 (1 cement : 3 coarse sand) (Rate as per item no. 6.9 SH:- Brick work ) cum 0.63 2 293.40 1 444.84 cement concrete 1:2:4( 1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) (Rate as per item no. 4.1.3) cum 0.01 3 257.45 32.57 12mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with neat cement. (Rate as per item no. 13.9.1) sqm 2.33 112.80 262.82 Cost for 0.76 m depth 1 740.23 Cost for 1m depth 2 289.77 Say 2 289.75 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m 19.10.2 With Sewer bricks conforming IS : 4885 Code Description Unit Quantity Rate Amount Details of Cost for 0.76m extra depth. Brick work with modular exturded burnt fire clay bricks
- 525. 1111 Code Description Unit Quantity Rate Amount in cement montar 1:4 (1 cement : 4 coarse sand) (Rate as per item no. 6.36.1 Brick work ) cum 0.63 3 048.75 1920.71 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) (Rate as per item no. 4.1.3 - SH:- Concrete) cum 0.01 3 257.45 32.57 12mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement. (Rate as per item no. 13.9.1 finishing) sqm 2.33 112.80 262.82 Cost for 0.76m extra depth 2 216.10 Cost for 1m extra depth 2 915.92 Say 2 915.90 19.11 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement^foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately): 19.11.1.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 1.98x1.98x0.30 = 1.178 say 1.18 cum. Rate as per item no 4.1.6 of SH : Concrete work cum 1.18 2 713.05 3 201.40 Brick work with bricks of class designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) Curved on plan 3.14x1.45x0.24x0.23 = 0.251 3.14x(1.45+0.79)/2x 1.32x0.23= 1.069 = 1.320 Duduct arch ring and portion of pipe 2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum 2x3.14/4x(0.15)2x0.230 = 0.008 cum = 0.026 cum Net quantity 1.320-0.026 = 1.294 Say 1.29 cum Rate as per item no 6.1.1 of SH : Brick Work cum 1.29 2 293.40 2 958.49 Brick work in arches with 75 class designation brick in cement mortar 1:3(1 cement: 3 coarse sand)
- 526. 1112 Code Description Unit Quantity Rate Amount 2x½x3.14x0.25 m x0.230x0.10 m = 0.018cum Say 0.02 cum Rate as per item no 6.9 of SH : Brick Work cum 0.02 3 847.45 76.95 Cement concrete 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching: 3.14/4x(1.22)2x0.20 = 0.234 cum [(2x8.133)/360]x(4/3)x3.14x(0.61) 3 =0.043 cum = 0.277 cum Less pipe : 1.22x3.14/4x(0.15)2(-) = 0.0216 cum = 0.2554 cum Say 0.26 cum Rate as per item no. 4.1.3 of SH : concrete work cum 0.26 3 257.45 846.94 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For fixing cover : 3.14/4 x d2x thickness 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2 x 0.15 m : (-) = 0.037 cum = 0.086 cum Say 0.09 cum Rate as per item no 4.2.3 ofSH : Concrete work cum 0.09 3 579.10 322.12 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 3.14x(1.136+0.56)/2x1.216 = 3.241 sqm 3.14x0.56x0.075 = 0.13 sqm 3.14x(1.136)2/4-1.136x1/2x3.14x0.15= 1.112 sqm = 4.483 sqm Say 4.48 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 4.48 112.80 505.34 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.10 151.50 15.15 (A) 0124 Mason 2nd class Day 0.0610 141.60 14.16 (A) 7135 S.F.R.C manhole cover and 560 mm each 1.00 838.00 838.00 (A) dia 9999 Carriage L.S. 6.89 1.00 6.89 (A) 9999 Sundries L.S. 16.90 1.00 16.90 (A) TOTAL 8 802.34 Add 1% for water charges on (A) 8.91 (B) TOTAL 8 811.25 Add 15% for contractor’s profit and overheads 135.00 on (A+B) Cost of one manhole 8 946.25 Say 8 946.25 19.11 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design:
- 527. 1113 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to l.S. 12592, total weight of cover and frame to be not less than 182kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately): 19.11.1.2 With Sewer bricks conforming IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 1.98x1.98x0.30 = 1.178 say 1.18 cum. Rate as per item no 4.1 .6 of SH : Concrete work cum 1.18 2 713.05 3 201.40 Brick work modular exturded burnt fire ash clay in cement mortar 1:4(1 cement: 4 coarse sand) Curved on plan 3.14x1.45x0.24x0.23 = 0.251 3.14x(1.45+0.79)/2x1.32x0.23 = 1.069 = 1.320 Duduct arch ring and portion of pipe 2x½x3.14x0.25mx0.230x0.10 m = 0.018 cum 2x3.14/4x(0.15)2 x0.230 = 0.008 cum = 0.026 cum Net quantity 1.320-0.026 = 1.294 Say 1.29 cum Rate as per item no 6.36.1 of SH : Brick Work cum 1.29 3 048.75 3 932.89 Brick work with modular exturded burnt ash clay brick in arches cement mortar 1:3(1 cement: 3 coarse sand) 2x1/2x3.14x0.25 m x0.230x0.10 m = 0.018 cum Say 0.02 cum Rate as per item No 6.37 of SH : Brick Work cum 0.02 4 550.30 91.01 Cement concrete 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching: 3.14/4x(1.22)2x0.20 = 0.234 cum [(2x8.133)/360]x(4/3)x3.14x(0.61) 3 =0.043 cum = 0.277 cum Less pipe : 1.22x3.14/4x(0.15)2 (-) = 0.0216 cum = 0.2554 cum Say 0.26 cum Rate as per item no. 4.1.3 of SH : concrete work cum 0.26 3 257.45 846.94 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For fixing cover : 3.14/4xd2x thickness 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2 x 0.15 m : (-) = 0.037 cum = 0.086 cum Say 0.09 cum Rate as per item no 4.2.3 of SH : Concrete work cum 0.09 3 579.10 322.12 12 mm cement plaster 1:3 (1 cement: 3 coarse
- 528. 1114 Code Description Unit Quantity Rate Amount sand) finished with floating coat of neat cement 3.14x(1.136+0.56)/2x1.216 = 3.241 sqm 3.14x0.56x0.075 = 0.13 sqm 3.14x(l.136)2/4-1.136x1/2x3.14x0.15 = 1.112 sqm = 4.483 sqm Say 4.48 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 4.48 112.80 505.34 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.10 151.50 15.15 (A) 0124 Mason 2nd class Day 0.0610 141.60 14.16 (A) 7135 S.F.R.C manhole cover and frame 560 mm each 1.00 838.00 838.00 (A) dia 9999 Carriage L.S. 6.89 1.00 6.89 (A) 9999 Sundries L.S. 16.90 1.00 16.90 (A) TOTAL 9 790.80 Add 1% for water charges on (A+B) 8.91 (B) TOTAL 9 799.71 Add 15% for contractor’s profit and overheads 135.00 on (A+B+C) Cost of one manhole 9 934.71 Say 9 934.70 19.12 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.12.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of Cost for 0.61m extra depth. Brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) (Rate as per item no. 6.36.1 SH:-Brick Work ) cum 0.66 2 293.40 1 513.64 12mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement. (Rate as per item no. 13.9.1 SH:- finishing) sqm 2.56 112.80 288.77 Cost for 0.61 m extra depth 1802.41 Cost for 1m extra depth 2 954.77 Say 2 954.75 19.12 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.12.2 With Sewer bricks conforming IS : 4885 Code Description Unit Quantity Rate Amount Details of Cost for 0.61m extra depth. Brick work with modular exturded burnt fire clay bricks in cement montar 1:4 (1 cement : 4 coarse sand) (Rate as per item no. 6.36.1 SH:-Brick Work ) cum 0.66 3 048.75 2 012.18 12mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement. (Rate as per item no. 13.9.1 SH:- finishing) sqm 2.56 112.80 288.77 Cost for 0.61 m extra depth 2 300.95 Cost for 1m extra depth 3 772.05
- 529. 1115 19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.13.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately): 19.13.1.1 With F.P.S. bricks class designation 75 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) ‘2.74x2.74x0.30=2.25cum Rate as per item no 4.6 of SH : Concrete work cum 2.25 2 713.05 6 104.36 Brick work with bricks of class designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) Curved on plan 3.14x1.98x0.25x0.46 = 0.716 cum 3.14x(1.98+0.905)/2x0.345xl.93 = 3.019 cum = 3.735 cum Duduct arch ring and portion of pipe 2x½x3.14x0.25mx0.46x0.10 m = 0.036 cum 2x3.14/4x(0.15)2x0.460 = 0.016 cum = 0.052 cum Net quantity 3.735-0.052 = 3.683 cum Say 3.68 cum Rate as per item no 6.1.1of SH : Brick Work cum 3.68 2 293.40 8 439.71 Brick work in arches with 75 class designation brick in cement mortar 1:3(1 cement: 3 fine sand) 2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036 cum Say 0.04 cum Rate as per item no 6.9 of SH : Brick Work cum 0.04 3 847.45 153.90 Cement concrete 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching: 3.14/4x(l.52)2x0.20 = 0.363 cum [(2x8.133)/360]x(4/3)x3.14x(0.76) 3=0.083 cum = 0.446 cum Less pipe : 1.52x3.14/4x(0.15)2(-) = 0.027 cum = 0.419 cum Say 0.42 cum Rate as per item no. 4.1.3 of SH : concrete work cum 0.42 3 257.45 1 368.13 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For fixing cover : 3.14/4 x d2x thickness
- 530. 1116 Code Description Unit Quantity Rate Amount 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2 x 0.15 m : (-) = 0.037 cum = 0.086 cum Say 0.09 cum Rate as per item no 4.2.3 SH : Concrete work cum 0.09 3 579.10 322.12 12 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with floating coat of neat cement 3.14x(1.454+0.56)/2xl.799 = 5.694 sqm 3.14x0.56x0.075 = 0.13 sqm Benching 3.14x( 1.454)2 4-1.454x0.15+1.454x1/2x3.14x 0.15 =1.786 sqm = 7.61 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 7.61 112.80 858.41 LABOUR Extra labour for making channel: 0123 Mason 1st class Day 0.10 151.50 15.15(A) 0124 Mason 2nd class Day 0.10 141.60 14.16(A) 7135 S.F.R.C cover 560 mm dia HD-20 each 1.00 838.00 838.00(A) 9999 Carriage L.S. 6.89 1.00 6.89(A) 9999 Sundries L.S. 16.90 1.00 16.90(A) TOTAL 18 137.73 Add 1 % for water charges on (A) 8.91(B) TOTAL 18 146.64 Add 15% for contractor’s profit and overheads 135.00 on (A+B) Cost of one manhole 18 281.64 Say 18 281.60 19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.13.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately): 19.13.1.2 With Sewer bricks conforming IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1 manhole MATERIALS Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 2.74x2.74x0.30=2.25cum Rate as per item no 4.6 of SH : Concrete work cum 2.25 2 713.05 6 104.36
- 531. 1117 Code Description Unit Quantity Rate Amount Brick work with modular exturded burnt fly ash clay bricks in arches in cement mortar 1:4 (1 cement: 4 coarse sand) Curved on plan 3.14x1.98x0.25x0.46 = 0.716 cum 3.14x(1.98+0.905)/2x0.345xl.93 = 3.019 cum = 3.735 cum Duduct arch ring and portion of pipe 2x1/2x3.14x0.25mx0.46x0.10 m = 0.036 cum 2x3.14/4x(0.15)2x0.460 = 0.016 cum = 0.052 cum Net quantity 3.735-0.052 = 3.683 cum Say 3.68 cum Rate as per item no 6.36.1 of SH : Brick Work cum 3.68 3 048.75 11 219.40 Brick work with modular exturded burnt fly ash clay bricks in arches in cement mortar 1:3 (1 cement: 3 sand) 2x1/2x3.14x0.25 m x0.460x0.10 m = 0.036 cum Say 0.04 cum Rate as per item No6.37 of SH : Brick Work cum 0.04 4 550.30 182.01 Cement concrete 1:2:4(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching: 3.14/4x(1.52)2x0.20 = 0.363 cum [(2x8.133)/360]x(4/3)x3.14x(0.76) 3 =0.083 cum = 0.446 cum Less pipe : 1.52x3.14/4x(0.15)K-) = 0.027 cum = 0.419 cum Say 0.42 cum Rate as per item no. 4.1.3 of SH : concrete work cum 0.42 3 257.45 1 368.13 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For fixing cover : 3.14/4 x d2 thickness 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2x 0.15 m : (-) = 0.037 cum = 0.086 cum Say 0.09 cum Rate as per item no 4.2.3 of SH : Concrete work cum 0.09 3 579.10 322.12 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 3.14x(1.454+0.56)/2xl.799 = 5.694 sqm 3.14x0.56x0.075 = 0.13 sqm Benching 3.14x(1.454)24-l. 454x0.15+1.454x1/2x3.14x 0.15 =1.786 sqm = 7.61 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 7.61 112.80 858.41 LABOUR Extra labour for making channel : 0123 Mason 1st class Day 0.10 151.50 15.15(A) 0124 Mason 2nd class Day 0.10 141.60 14.16(A)
- 532. 1118 Code Description Unit Quantity Rate Amount 7135 S.F.R.C cover 560 mm dia HD-20 each 1.00 838.00 838.00(A) 9999 Carriage L.S. 6.89 1.00 6.89(A) 9999 Sundries L.S. 16.90 1.00 16.90(A) TOTAL 20 945.53 Add 1 % for water charges on (A) 8.91(B) TOTAL 20 954.44 Add 15% for contractor’s profit and overheads 135.00 on(A+B) Cost of one manhole 21 089.44 Say 21 089.40 19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m: 19.14.1 With F.P.S bricks class desigantion Code Description Unit Quantity Rate Amount Details of cost for 1.88 m extra depth Brick work with bricks of class designation 75 in cement mortar 1:4 (1 cement: 4 coarse sand) (Rate as per item no 6.1.1 of SH : Brick Work) cum 5.26 2 293.40 12 063.28 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement (Rate as per item no 13.9.1 of SH : finishing) sqm 8.99 112.80 1014.07 Cost for 1.88m extra depth 1 3077.35 Cost for 1 m extra depth 6 956.04 Say 6 956.05 19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 19.14.2 With Sewer bricks conforming IS : 4885 Code Description Unit Quantity Rate Amount Details of cost for 1.88 m extra depth Brick work with modular exturded burnt fly ash bricks in cement mortar 1:4 (1 cement: 4 coarse sand) (Rate as per item no 6.36.1 of SH : Brick Work) cum 5.26 3048.75 16 036.43 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement (Rate as per item no 13.9.1 of SH : finishing) sqm 8.99 112.80 1014.07 Cost for 1.88m extra depth 17 050.50 Cost for 1.00 m extra depth 9 069.45 Say 9 069.45 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.1 With 20x20 mm square bar Code Description Unit Quantity Rate Amount Details of cost for one M.S foot rests MATERIALS 1006 M.S. 20 mm square bar 0.75 m @ 3.137 Kg/m quintal 0.024 3 175.00 76.20 9999 Carriage painting and other sundries L.S. 1.82 1.00 1.82 LABOUR for fabrication
- 533. 1119 Code Description Unit Quantity Rate Amount 0103 Black smith (2 nd class) Day 0.10 141.60 14.16 0114 Beldar Day 0.10 135.25 13.52 Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.20x0.20x0.10 m = 0.004 cum Rate as per item no 4.2.5 of SH : Concrete work cum 0.004 3 112.70 12.45(A) LABOUR for fixing M.S. foot rests 0123 Mason 1st class Day 0.02 151.50 3.03 0124 Mason 2nd class Day 0.02 141.60 2.83 0114 Beldar Day 0.05 135.25 6.76 TOTAL 130.77 Add 1% for water charges on all except ‘A’ 1.18 TOTAL 131.95 Add 15% for contractor’s profit and overheads 17.92 on all except ‘A’ Cost for 1 no. 149.87 Say 149.85 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.15.2 With 20 mm diameter round bar Code Description Unit Quantity Rate Amount Details of cost for one M.S foot rests MATERIALS 1003 M.S. round brass20 mm dia 0.75 m @ 2.47kg quintal 0.018 3050.00 54.90 1 m = 0.018 Qq. 9999 Carriage L.S. 1.82 1.00 1.82 Labour for fabrication 0103 Black smith (2 nd class) Day 0.10 141.60 14.16 0114 Beldar Day 0.10 135.25 13.52 Cement concrete 1:3:6 ( 1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.20x0.20x0.10 m = 0.004 cum Rate as per item no 4.2.5 of SH : Concrete work cum 0.004 3112.70 12.45(A) LABOUR 0123 Mason 1st class Day 0.02 151.50 3.03 0124 Mason 2nd class Day 0.02 141.60 2.83 0114 Beldar Day 0.05 135.25 6.76 TOTAL 109.47 Add 1 % for water charges on all except ‘A’ 0.97 TOTAL 110.44 Add 15% for contractor’s profit and overheads 14.70 on all except ‘A’ Cost for 1 no. 125.14 Say 125.15 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per
- 534. 1120 standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7354 Plastic encapsulated M.S. foot rest 30x20x15 each 1.00 93.00 93.00 9999 Carriage and other sundries L.S. 1.82 1.00 1.82 Cement concrete 1:3:6 (0.30x0.20x15 = 0.009 cum) Rate as per item no 4.2.5 of SH : Concrete work cum 0.009 3 112.70 28.01(A) LABOUR 0123 Mason 1st class Day 0.02 151.50 3.03 0124 Mason 2nd class Day 0.2 141.60 28.32 0114 Beldar Day 0.05 135.25 6.76 TOTAL 160.94 Add 1% for water charges on all except ‘A’ 1.33 TOTAL 162.27 Add 15% for contractor’s profit and overheads 20.14 on all except ‘A’ Cost for 1 no. 182.41 Say 182.40 19.17 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size): 19.17.1 With 20x20 mm square bar Code Description Unit Quantity Rate Amount Details of cost for one M.S foot rests MATERIALS 1006 M.S. 20 mm square bar 0.75 m @ 3.137 Kg/m quintal 0.024 175.00 76.20 =0.024 q 9999 Carriage,painting, and other sundries L.S. 1.82 1.00 1.82 Labour for fabrication 0103 Black smith (2nd class) Day 0.10 141.60 14.16 0114 Beldar Day 0.10 135.25 13.52 Cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.20x0.20x0.10 m = 0.004 cum Rate as per item no 4.2.5 of SH : Concrete work cum 0.004 3112.70 12.45(A) LABOUR for dismantling old fort rest cutting holes and fixing new M.S. foot rests 0123 Mason 1st class Day 0.05 151.50 7.58 0124 Blacksmith (2nd class) Day 0.05 141.60 7.08 0114 Beldar Day 0.10 135.25 13.52 TOTAL 146.33 Add 1% for water charges on all except ‘A’ 1.34 TOTAL 147.67 Add 15% for contractor’s profit and overheads 20.28 on all except ‘A’ Cost for 1 no. 167.95 Say 167.95
- 535. 1121 19.17 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size): 19.17.2 With 20 mm diameter round bar Code Description Unit Quantity Rate Amount Details of cost for one MS foot rests MATERIALS 1003 M.S. roumd bars 20 mm dia 0.75 m @ 2.47 quintal 0.018 3 050.00 54.90 Kg/m =0.018 q 9999 Carriage,painting, and other sundries L.S. 1.82 1.00 1.82 Labour for fabrication 0103 Black smith (2 nd class) Day 0.10 141.60 14.16 0114 Beldar Day 0.10 135.25 13.52 Cement concrete 1:3:6 ( 1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 0.20x0.20x0.10 m = 0.004 cum Rate as per item no 4.2.5 of SH : Concrete cum 0.004 3 112.70 12.45 (A) LABOUR for dismantling old fort rest cutting holes and fixing new M.S. foot rests 0123 Mason 1st class Day 0.05 151.50 7.58 0124 Blacksmith (2nd class) Day 0.05 141.60 7.08 0114 Beldar Day 0.10 135.25 13.52 TOTAL 125.03 Add 1% for water charges on all except ‘A’ 1.13 TOTAL 126.16 Add 15% for contractor’s profit and overheads 17.06 on all except ‘A’ Cost for 1 no. 143.22 Say 143.20 19.18 Supplying and fixing C.I. cover without frame for manholes : 19.18.1 455x610 mm rectangular C.I. cover (light duty)the weight of the cover to be not less than 23 kg. Code Description Unit Quantity Rate Amount Details of cost for one cover MATERIALS 1355 C.I. Man-hole cover without frame each 1.00 844.00 844.00 9999 Carriage of C.I. Manhole cover L.S. 7.15 1.00 7.15 LABOUR 0114 Beldar Day 0.12 135.25 16.23 TOTAL 867.38 Add 1 % for water charges 8.67 TOTAL 876.05 Add 15% for contractor’s profit and overheads 131.41 Cost for 1 cover 1007.46 Say 1007.45
- 536. 1122 19.18 Supplying and fixing C.I. cover without frame for manholes : 19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. Code Description Unit Quantity Rate Amount Details of cost for one cover MATERIALS 1357 C.I. Man-hole cover without frame (medium each 1.00 2 129.00 2 129.00 duty) 500 mm internal diameter 9999 Carriage of C.I. cover L.S. 13.47 1.00 13.47 LABOUR 0114 Beldar Day 0.12 135.25 16.23 TOTAL 2 158.70 Add 1% for water charges 21.59 TOTAL 2 180.29 Add 15% for contractor’s profit and overheads 327.04 Cost for 1 no. 2 507.33 Say 2 507.35 19.18 Supplying and fixing C.I. cover without frame for manholes : 19.18.3 560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg. Code Description Unit Quantity Rate Amount Details of cost for one cover MATERIALS 3861 C.I. Man-hole cover without frame (heavy each 1.00 3 664.00 3 664.00 duty) 560 mm internal diameter 9999 Carriage of C. I. cover L.S. 16.12 1.00 16.12 LABOUR 0114 Beldar Day 0.12 135.25 16.23 TOTAL 3 696.35 Add 1% for water charges 36.96 TOTAL 3 733.31 Add 15% for contractor’s profit and overheads 560.00 Cost for 1 no. 4 293.31 Say 4 293.30 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 LD-2.5 19.19.1.1 Rectangular shape 600x450mm internal dimensions Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7130 Precast R.C.C manhole cover and frame each 1.00 628.00 628.00 600x450 mm internal dimensions Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) 1.00x0.85x0.15 = 0.1275 cum Less cover with frame
- 537. 1123 Code Description Unit Quantity Rate Amount 0.85x0.70x0.15 = (-) 0.0893 cum = 0.0382 cum Say 0.04 cum Rate as per item no. 4.1.3 of SH : Concrete cum 0.04 3 257.45 130.30 (A) 9999 Carriage of R.C.C cover with frame L.S. 6.76 1.00 6.76 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 778.58 Add 1% for water charges on all except ‘A’ 6.48 TOTAL 785.06 Add 15% for contractor’s profit and overheads 98.21 on all except ‘A’ Cost for 1 no. 883.27 Say 883.25 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 LD-2.5 19.19.1.2 Square shape 450mm internal dimensions Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7131 R.C.C manhole cover and frame 350 mm each 1.00 540.00 540.00 square 9999 Carriage of manhole cover L.S. 6.76 1.00 6.76 Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) 0.725x0.725x0.15 = 0.0788 cum Less cover with frame 0.575x0.575x0.15 = (-) 0.0496 cum = 0.0292 cum Say 0.03 cum Rate as per item no. 4.1.3 of SH : Concrete cum 0.03 3 257.45 97.72 (A) 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 658.00 Add 1% for water charges on all except ‘A’ 5.60 TOTAL 663.60 Add 15% for contractor’s profit and overheads 84.88 on all except ‘A’ Cost for 1 no. 748.48 Say 748.50 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. 19.19.1 L D- 2.5 19.19.1.3 Circular shape 450mm internal diameter Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7132 R.C.C manhole cover and frame 450 mm dia each 1.00 474.00 474.00 9999 Carriage of manhole cover L.S. 6.76 1.00 6.67 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) 3.14/4x(0.775)2x0.15 = 0.0708 cum
- 538. 1124 Code Description Unit Quantity Rate Amount Less cover with frame 3.14/4x(0.625)2x0.15 = (-) 0.0460 cum = 0.0248 cum Say 0.03 cum Rate as per item no. 4.1.3 SH : Concrete cum 0.03 3 257.45 97.72 (A) 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 592.00 Add 1% for water charges on all except ‘A’ 4.94 TOTAL 596.94 Add 15% for contractor’s profit and overheads 74.88 on all except ‘A’ Cost for 1 no. 671.82 Say 671.80 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.19.2 MD- 10 19.19.2.1 Square shape 450mm x450mm finternal dimension Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7133 R.C.C manhole cover and frame : each 1.0 575.00 575.00 450mmx450mm square 9999 Carriage of manhole cover L.S. 6.76 1.00 6.76 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) 0.95x0.95x0.15 =0.1354 cum Less cover with frame 0.80x0.80x0.15 = (-) 0.096 cum = 0.0394 cum Say 0.04 cum Rate as per item no.4.1.3 of SH : Concrete cum 0.04 3 257.45 130.30 (A) 9999 Sundries L.S. 16.64 1.00 16.64 TOTAL 728.70 Add 1% for water charges on all except ‘A’ 5.98 TOTAL 734.68 Add 15% for contractor’s profit and overheads 90.66 on all except ‘A’ Cost for 1 no. 825.34 Say 825.35 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.19.2 MD-10 19.19.2.2 Circular shape 500mm internal diameter Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7134 R.C.C manhole cover and frame 500mm dia each 1.00 575.00 575.00 9999 Carriage of manhole cover L.S. 6.76 1.00 6.76 Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size)
- 539. 1125 Code Description Unit Quantity Rate Amount 2 3.14/4x(0.95) x0.15 = 0.1064 cum Less cover wjth frame 3.14/4x(0.8)2x0.15 = (-) 0.0754 cum = 0.031 cum Say 0.03 cum Rate as per item no. 4.1.3 of SH : Concrete cum 0.03 3 257.45 97.72 9999 Sundries L.S. 16.64 1.00 16.64 TOTAL 696.12 Add 1% for water charges on all except ‘A’ 5.98 TOTAL 702.10 Add 15% for contractor’s profit and overheads 90.66 on all except ‘A’ Cost for 1 no. 792.76 Say 792.75 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.19.3 HD-20 19.19.3.1 Circular shape 560 mm internal diameter Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7135 R.C.C manhole cover and frame 560 mm dia each 838.00 1.00 838.00 9999 Carriage of manhole cover L.S. 13.52 1.00 13.52 Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) 3.14/4x(1.05)2x0.15 = 0.1299 cum Less cover with frame 3.14/4x(0.9)2x0.15 = (-) 0.0955 cum = 0.0344 cum Say 0.03 cum Rate as per item no. 4.1.3 of SH : Concrete cum 0.03 3257.45 97.72 (A) 9999 Sundries L.S. 20.28 1.00 20.28 TOTAL 969.52 Add 1% for water charges on all except ‘A’ 8.72 TOTAL 978.24 Add 15% for contractor’s profit and overheads on all except ‘A’ 132.08 Cost for 1 no. 1 110.32 Say 1 110.30 19.19 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.19.4 EHD - 35 19.19.4.1 Circular shape 560 mm internal dia. Code Description Unit Quantity Rate Amount Details of cost for one no. MATERIALS 7136 R.C.C manhole cover and frame 560 mm dia each 1.00 935.00 935.00 9999 Carriage of manhole cover L.S. 13.52 1.00 13.52 Cement concrete 1:2:4 ( 1 cement: 2 coarse
- 540. 1126 Code Description Unit Quantity Rate Amount sand : 4 grade stone aggregate 20 mm nominal size) 3.14/4x(1.05)2x0.15 = 0.1299 cum Less cover with frame 3.14/4x(0.9)2x0.15 = (-) 0.0955 cum = 0.0344 cum Say 0.03 cum Rate as per item no 4.1.3 of SH : Concrete cum 0.03 3 257.45 97.72 (A) 9999 Sundries L.S. 20.28 1.00 20.28 TOTAL 1 066.52 Add 1% for water charges on all except ‘A’ 9.69 TOTAL 1 076.21 Add 15% for contractor’s profit and overheads 146.77 on all except ‘A’ Cost for 1 no. 1 222.98 Say 1 223.00 19.20 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. Code Description Unit Quantity Rate Amount Details of cost for one cover MATERIALS 1353 C.I. Cover for gully trap (standard pattern ) each 1.0 170.00 170.00 9999 Carriage for cover L.S. 2.70 1.00 2.70 LABOUR 0114 Beldar Day 0.03 135.25 4.06 TOTAL 176.76 Add 1 % for water charges 1.77 TOTAL 178.53 Add 15% for contractor’s profit and overheads 26.78 Cost for 1 cover 205.31 Say 205.30 19.21 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.21.1 For pipes 100 to 230 mm diameter Code Description Unit Quantity Rate Amount Details of cost for one connection MATERIALS Cement concrete 1:2:4 mix ( 1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) = 0.30x0.30x0.23 m = 0.0207 cum Less pipe = 1/2x3.14x0.23x0.23x0.23 = 0.0096 cum = 0.0111 cum Say 0.10 cum Rate as per item no. 4.1 .3 of SH : Concrete cum 0.01 3257.45 32.57
- 541. 1127 Code Description Unit Quantity Rate Amount 12 mm cement plaster 1:3 ( 1 cement: 3 coarse sand ) finished with a floating coat of neat cement 2x0.35x0.35=0.25 Rate as per item no 13.9.1 of SH : Finishing sqm 0.25 112.80 28.20 LABOUR (For cutting holes average size 30x30 cm in 23 cm thick wall and making channel etc.) 0123 Mason 1st class Day 0.12 151.50 18.18 (A) 0124 Mason 2nd class Day 0.12 141.60 16.99 (A) 0114 Beldar Day 0.25 135.25 33.81 (A) 9999 Add for delay sundries etc. L.S. 20.15 1.00 20.15 TOTAL 149.90 Add 1% for water charges on (A) 0.89 (B) TOTAL 150.79 Add 15% for contractor’s profit and overheads 13.50 on (A+B) Cost for 1 connection 164.29 Say 164.30 19.21 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.21.2 For pipes 250 to 300 mm diameter Code Description Unit Quantity Rate Amount Details of cost for one connection MATERIALS Cement concrete 1:2:4 mix ( 1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) = 0.35x0.35x0.30 m = 0.037 cum Less pipe = 1/2x3.14x0.30x0.30x0.30 = 0.021 cum = 0.016 cum Say 0.02 cum ‘’ Rate as per item no. 4.1.3 of SH : Concrete cum 0.02 3257.45 65.15 12 mm cement plater 1:3(1 cement: 3 coarse sand ) finished with a floating coat of neat cement 2x0.40x0.40 =0.32 Rate as per item no 13.9.1 of SH : Finishing sqm 0.32 112.80 36.10 LABOUR (For cutting holes average size 30x30 cm in 23 cm thick wall and making channel etc.) 0123 Mason 1 st class Day 0.12 151.50 18.18 (A) 0124 Mason 2nd class Day 0.12 141.60 16.99 (A) 0114 Beldar Day 0.25 135.25 33.81 (A) 9999 Add for delay sundries etc. L.S. 20.67 1.00 20.67(B) TOTAL 190.90 Add 1% for water charges on (A+B) 0.90 TOTAL 191.80 Add 15% for contractor’s profit and overheads 13.58 on (A+B+C) Cost for 1 connection 205.38 Say 205.40
- 542. 1128 19.21 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.21.3 For pipes 350 to 450 mm diameter Code Description Unit Quantity Rate Amount Details of cost for one connection MATERIALS Cement concrete 1:2:4 mix ( 1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) = 0.50x0.50x0.30 m = 0.075 cum Less pipe = 1/2x3.14x0.45x0.45x0.30 = 0.048 cum = 0.027 cum Say 0.03 cum Rate as per item no. 4.1.3 of SH : Concrete cum 0.03 3257.45 97.72 12 mm cement plater 1:3(1 cement: 3 coarse sand ) finished with a floating coat of neat cement 2x0.55x0.55 =0.605 sqm Say 0.60 sqm sqm 0.60 112.80 67.68 Rate as per item no 13.9.1 of SH : Finishing LABOUR (For cutting holes average size 30x30 cm in 23 cm thick wall and making channel etc.) 0123 Mason 1st class Day 0.16 151.50 24.24 (A) 0124 Mason 2nd class Day 0.16 141.60 22.66 (A) 0114 Beldar Day 0.33 135.25 44.63 (A) 9999 Add for delay sundries etc. L.S. 26.91 1.00 26.91 (B) TOTAL 283.84 Add 1% for water charges on (A+B) 1.18 (C) TOTAL 285.02 Add 15% for contractor’s profit and overheads 17.94 on (A+B+C) Cost for 1 connection 302.96 Say 302.95 19.22 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centring and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulked joints between sand cast iron pipes, and fittings, stiff cement mortar 1:1 (1 cement: 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 19.22.1 100 mm dia. sand cast iron drop connection Code Description Unit Quantity Rate Amount Details of cost for one drop connection MATERIALS 1617 100 mm diameter sand cost iron pipe = metre 1.80 610.00 338.89 38+30+33 =101 cm say 1 metre 9999 Carriage of pipe L.S 1.43 1.00 1.43
- 543. 1129 Code Description Unit Quantity Rate Amount Cutting charges Rate as per item no 18.83.2 of SH: each cut 3.00 29.80 89.40 (A) water supply 1336 Cleaning eye with chain and lid each 1.00 37.00 37.00 1621 Sand cast iron bend plain each 1.00 178.00 178.00 1628 Sand cast iron tee each 1.00 265.00 265.00 Brick work in cement mortar 1:4(1 cement: 4 coarse sand) 0.20x0.20x0.23 = 0.009 cum Less pipe 1/2x3.14x0.10x0.10x0.23 = 0.002 cum = 0.007 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.007 2 293.40 16.05 (A) Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.40x0.45x1.05 m = 0.189 cum 0.40x0.25x0.40 = 0.040 cum = 0.229 cum Less pipe portion 1/2x3.14x0.10x0.10x1.50 = 0.012 cum Toothing portion 2x0.40x0.05x0.10 m = 0.004 cum = 0.016 cum Net 0.229-0.016 = 0.213 cum Say 0.21 cum (A) Rate as per item no 4.1.11 of SH : Concrete cum 0.21 2 079.60 436.72 (A) 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 1x0.25x0.25 m = 0.0625-S.ay 0.06 sqm Rate as per item no 13.9.1 SH : Finishing sqm 112.80 0.06 6.77 (A) Providing lead caulked joints to 100 mm diameter pipe and special Rate as per item no. 12.39.1 of SH : Roofing each 4.00 126.50 506.00 9999 Providing joint to S.W. pipe with cement L.S. 26.91 1.00 26.91 mortar 1:1(1 cement: 1 fine sand) Form work 1.30x1.05 m= 1.36 sqm Rate as per item no 5.9.2 of SH : RCC sqm 1.36 180.40 245.34(A) 9999 Sundries including carriage of bends etc. L.S. 26.91 1.00 26.91 LABOUR For cutting holes 5 cm deep in alternate course of brick work benching and channel 0123 Mason 1st class Day 0.70 151.50 106.05 0124 Mason 2nd class Day 0.70 141.60 99.12 0114 Beldar Day 2.70 135.25 365.18 TOTAL 2 744.77 Add 1% for water charges on all exept ‘A’ 14.44 TOTAL 2 759.21 Add 15% for contractor’s profit and overheads 218.84 on all exept ‘A’ Cost of one drop connection 2 978.05 Say 2 978.05
- 544. 1130 19.22 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased alround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centring and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement: 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 19.22.2 150 mm dia. sand cast iron drop connection Code Description Unit Quantity Rate Amount Details of cost for one drop connection MATERIALS 150 mm diameter sand cost iron pipe = 1618 34.5+30+37 =101.5cm say 1.00m 1.80 metre 1.00 1 205.00 669.44 9999 Carriage of pipe L.S. 1.82 1.00 1.82 Cutting charges Rate as per item no 18.83.4 of SH each cut 3.00 56.15 168.45(A) water supply 1337 Cleaning eye with chain and lid each 1.00 41.00 41.00 1622 Sand cast iron bend plain each 1.00 407.00 407.00 7087 Sand cast iron tee each 1.00 460.00 460.00 Brick work in cement mortar 1:4(1 cement: 4 coarse sand) 0.20x0.20x0.23 = 0.009 cum Less pipe 1/2x3.14x0.15x0.15x0.23 = 0.004 cum = 0.005 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.005 2 293.40 11.47 (A) Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.45x0.50x1.15 m = 0.259 cum 0.45x0.25x0.45 = 0.0510 cum = 0.310 cum Less pipe portion 1/4x3.14x0.15x0.15x1.50 = 0.027 cum Toothing portion 3x0.45x0.05x0.10 m = 0.004 cum = 0.031 cum Net 0.310-0.031 = 0.279 cum Say 0.28 cum Rate as per item no 4.1.11 of SH : Concrete cum 0.28 2 079.60 582.29 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement 1x0.25x0.25m = 0.0625 Say 0.06 sqm Rate as per item no13.9.1 of SH : Finishing sqm 0.06 112.80 6.77 (A) Providing lead caulked joints to 150 mm diameter pipe and special Rate as per item no. 12.39.2 of SH : Roofing each 4.00 175.30 701.20 (A) 9999 Providing joint to S.W. pipe with cement L.S. 39.91 1.00 39.91 mortar 1:1 (1 cement: 1 fine sand) Form work 1.450x1.15 m= 1.67 sqm
- 545. 1131 Code Description Unit Quantity Rate Amount Rate as per item no 5.9.2 of SH : RCC sqm 1.67 180.40 301.27 (A) 9999 Sundries including carriage of bends etc. L.S. 34.06 1.00 34.06 LABOUR For cutting holes 45 holes 5 cm deep toothing in alternate course of brick work benching and making channel 0123 Mason 1st class Day 0.85 151.50 128.78 0124 Mason 2nd class Day 0.85 141.60 120.36 0114 Beldar Day 3.50 135.25 473.38 TOTAL 4 147.20 Add 1% for water charges on all exept ‘A’ 23.76 TOTAL 4 170.96 Add 15% for contractor’s profit and overheads 359.93 on all exept ‘A’ Cost of one drop connection 4 530.89 Say 4 530.90 19.23 Extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.23.1 For 100 mm dia. sand cast iron drop connection Code Description Unit Quantity Rate Amount Details of cost for one metre MATERIALS 1617 100 mm diameter sand cost iron pipe 1 meter 1.80 metre 1.00 610.00 338.89 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.40x0.45x1.00 mm = 0.18 cum . Less pipe portion 1/2x3.14x0.10x0.10x1.00 = 0.008 cum Toothing portion 5x0.40x0.05x0.10 m = 0.010 cum = 0.018 cum Net 0.18-0.018 = 0.162 cum Say 0.16 cum Rate as per item no 4.1.11 of SH : Concrete cum 0.16 2 079.60 332.74 (A) Form work 1.30x1.00 m= 1.30 sqm Rate as per item no 5.9.2 of SH : RCC sqm 1.30 180.40 234.52 (A) 9999 Sundries L.S. 7.15 1.00 7.15 LABOUR For cutting holes 5 cm deep in alternate course of brick work 0123 Mason lstclass Day 0.04 151.50 6.06 0124 Mason 2nd class Day 0.04 141.60 5.66 0114 Beldar Day 0.04 135.25 5.41 TOTAL 943.82 Add 1% for water charges on all exept ‘A’ 3.77 TOTAL 947.59 Add 15% for contractor’s profit and overheads 57.05 on all exept ‘A’ Cost of one drop connection 1 004.64 Say 1 004.65
- 546. 1132 19.23 Extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.23.2 For 150 mm dia. sand cast iron drop connection Code Description Unit Quantity Rate Amount Details of cost for one metre MATERIALS 1618 150 mm diameter sand cost iron pipe 1 meter 1.80 metre 1.00 1 205.00 669.44 9999 Carriage of materials and fixing charges L.S. 13.39 1.00 13.39 Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 0.45x0.50x1.00 mm = 0.225 cum Less pipe portion 1/2x3.14x0.15x0.15x1.00 = 0.018 cum Toothing portion 5x0.45x0.05x0.10 m = 0.011 cum = 0.029 cum Net 0.225-0.029 = 0.196 cum Say 0.20 cum Rate as per item no 4.1.11 of SH : Concrete cum 0.20 2 079.60 415.92 (A) Form work 1.45x1.00 m= 1.45 sqm Rate as per item no 5.9.2 of SH : RCC sqm 1.45 180.40 261.58 (A) 9999 Sundries L.S. 8.09 1.00 8.09 LABOUR For cutting 5 cm deep in alternate course of brick work 0123 Mason 1st class Day 0.05 151.50 7.58 0124 Mason 2nd class Day 0.05 141.60 7.08 0114 Beldar Day 0.05 135.25 6.76 TOTAL 1 389.84 Add 1% for water charges on all exept ‘A’ 7.12 TOTAL 1 396.96 Add 15% for contractor’s profit and overheads 107.92 on all exept ‘A’ Cost of one drop connection 1 504.88 Say 1 504.90 19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 19.24.1 Rectangular manhole 90x80 cm and 45 cm deep Code Description Unit Quantity Rate Amount Details of cost of a manhole 90x80 and 45 cm deep Dismantling of cement concrete 1:4:8 (1 cement: 4 coarse sand 8 : aggregate stone 40 mm nominal size) 1.51x1.41x0.20 m = 0.426 cum Say 0.43 cum Rate as per item no. 15.2.2 cum 0.43 226.90 97.57 Dismantling of second class brick work in Cement mortar 1:4 (1cement : 4 coarse sand) 4.32x0.23x0.35 m =0.348 cum Less for pipe 2x3.14x(0.15m)2 x0.23m = (-) 0.008 cum = 0.340 cum Rate as per item no. 15.7.4 of SH -.dismantling cum 0.34 310.75 105.66 and dimolishing
- 547. 1133 Code Description Unit Quantity Rate Amount Dismantling cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching 2x0.90x(0.80/2) x (0.30+0.20)/2 = 0.18 cum Less for pipe 1x0.90x3.14/4x(0.15m)2 = (-) 0.02 cum = 0.16 cum Rate as per item no. 15.2.1 of SH: cum 0.16 368.45 58.95 Dismantling and demolishing Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) For slab : 1.36x1.26x0.15m = 0.257 cum Less for cover 0.61x0.455x0.15m = (-) 0.042 cum = 0.215 cum Say 0.22 cum Rate as per item no 15.3 of SH : Demolishing cum 0.22 537.55 118.26 and dismantling 9999 Removal of C.I. Cover with frame L.S. 7.15 1.00 7.15 (A) TOTAL 387.59 Add 1% for water charges on (A) 0.07(B) TOTAL 387.66 Add 15% for contractor’s profit and overheads 1.08 on (A+B) Cost of one no 388.74 Say 388.75 19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 19.24.2 Rectangular manhole 120x90 cm and 90 cm deep Code Description Unit Quantity Rate Amount Details of cost of a manhole 120x90 and 90 cm deep Dismantling of cement concrete 1:4:8 (1 cement: 4 coarse sand 8 : aggregate stone 40 mm nominal size) 1.81x1.51x0 20 m = 0.547 cum Say 0.55 cum Rate as per item no. 15.2.2 cum 0.55 226.90 124.80 Dismantling of second class brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) 5.12x0.23x0.30m = 0.942 cum Less for pipe 2x3.14x(0.15m)2x0.23 m = (-) 0.008 cum = 0.934 cum Say 0.93 cum Rate as per item no. 15.7.4 of SH :dismantling cum 0.93 310.75 289.00 and dimolishing Dismantling cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2x1.20x0.90x(0.80/2) x (0.30+0.20)/2 = 2.70 cum Less for pipe 1.20x3.14/4x(0.15m)2 = (-) 0.021 cum = 0.249 cum say 0.25
- 548. 1134 Code Description Unit Quantity Rate Amount Rate as per item no. 15.2.1 of SH : cum 0.25 368.45 92.11 Dismantling and demolishing Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) For slab : 1.66x 1.36x0.15m = 0.339 cum Less for cover 0.7854x(0.502(0.15m) = (-) 0.029 cum = 0.31 cum Rate as per item no 15.3 of SH : Demolishing cum 0.31 537.55 166.64 and dismantling 9999 Removal of C.I. Cover with frame L.S. 7.15 1.00 7.15 (A) TOTAL 679.70 Add 1% for water charges on (A) 0.07(B) TOTAL 679.77 Add 15% for contractor’s profit and overheads 1.08 on (A+B) Cost of one no 680.85 Say 680.85 19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 19.24.3 Rectangular arch type manhole 140x90cm and 2.45m deep. Code Description Unit Quantity Rate Amount Details of cost of a manhole 140x90 and 2.45 m deep Dismantling of cement concrete 1:4:8 (1 cement: 4 coarse sand 8 : aggregate stone 40 mm nominal size) 2.16m x1.66m x 0.20m = 0.72 cum Rate as per item no. 15.2.2 cum 0.72 226.90 163.37 Dismantling of second class brick work in cement mortar 1:4 (1 cement: 4 coarse sand) Brick work in item 5.52mx0.23mx1.20m = 1.524 cum 3.92mx0.23mx1.15m= 1.037 cum = 2.561 cum Deduct arch ring and portion of pipe 2x½x3.14x0.25mx0.23x0.1m = 0.018 cum 2x3.14/4(0.15)2xO.23m = 0.008 cum = (-) 0.026 cum Net 2.561 - 0.026 = 2.535 cum Say 2.54 cum Brick work in arch ½x3.14x1.13x0.80x0.23m = 0.327 cum 2x½x3.14x0.25mx0.23x0.1m = 0.018 cum = 0.345 cum Say 0.35 cum Net = 2.54+0.35 = 2.89 cum Rate as per item no. 15.7.4 of SH dismantling cum 2.89 310.75 898.07 and dimolishing Dismantling cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2x1.4x0.90/2x(0.20+0.30)/2 = 0.315 cum Less pipe 1.4x3.14/4x(0.15)2= (-) 0.025 cum = 0.290 cum
- 549. 1135 Code Description Unit Quantity Rate Amount Rate as per item no. 15.2.1 of SH : cum 0.29 368.45 106.85 Dismantling and demolishing Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 grade stone aggregate 20 mm nominal size) 1.36mx1.06mx0.15 = 0.216 cum Less cover 3.14x(0.25)2x0.15 = (-) 0.029 cum = 0.187 cum Say 0.19 cum Rate as per item no 15.3 of SH : Demolishing cum 0.19 537.55 102.13 and dismantling 9999 Removal of C.I. Cover with frame L.S. 7.15 1.00 7.15 (A) 9999 Removal of M.S foot rest L.S. 8.06 1.00 8.06 (A) TOTAL 1 286.63 Add 1% for water charges on (A) 0.15(B) TOTAL 1 285.78 Add 15% for contractor’s profit and overheads 2.30 on (A+B) Cost of one no 1 288.08 Say 1 288.10 19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 19.24.4 Circular manhole 122 cm diameter and 1.68 m deep. Code Description Unit Quantity Rate Amount Details of cost of a manhole 1.22 in internal diameter 1.68m deep Dismantling of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 aggregate stone 40 mm nominal size) 1.98mx1.98mx0.30m=1.178cum say 1.18cum Rate as per item no. 15.2.2 cum 1.18 226.90 267.74 Dismantling of second class brick work in cement mortar 1:4 (1 cement: 4 coarse sand) Curved on plan 3.14x1.45x0.24x0.23= 0.251 3.14x(1.45+0.79)/2x1.32x0.23 = 1.069 = 1.320 Deduct arch ring and portion of pipe 2x½x3.14x0.25mx0.23x0.10m = 0.018 cum 2x3.14/4(0.15)2x0.23m = 0.008 cum = 0.026 cum Net quantity 1.320 - 0.026 = 1.294 Say 1.29 cum Brick work in arches 2x½x3.14x0.25mx0.230x0.10m = 0.018 cum say 0.02 cum Total = 1.294+0.02 = 1.314 cum say 1.131 cum Rate as per item no. 15.7.4 of SH dismantling cum 1.31 310.75 407.08 and dimolishing Dismantling cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For benching 3.14/4x(1.22)2x0.20 = 0.234 cum [(2x8.133)/360]x(4/3)x3.14x(0.61)3 = 0.043 cum
- 550. 1136 Code Description Unit Quantity Rate Amount = 0.277 cum Less pipe:1.22x3.14/4x(0.15) 2(-)=0.0216cum = 0.2554 cum say 0.26 cum In cover fixing 0.7854x1.020x1.020x0.15m = 0.123 cum Less cover 3.14/4x(0.28)2x0.15m : (-) = 0.037 cum = 0.086 cum say 0.09 cum Total = 0.26 + 0.09 = 0.35 cum Rate as per item no. 15.2.1 of SH : cum 0.35 368.45 128.96 Dismantling and demolishing 9999 Removal of S.F.R.C Cover with frame size L.S. 7.15 1.00 7.15 (A) 560 mm diameter (medium duty) 9999 Removal of M.S foot rests L.S. 8.06 1.00 8.06 (A) TOTAL 986.02 Add 1% for water charges on (A) 0.15(B) TOTAL 986.17 Add 15% for contractor’s profit and overheads 2.30 on (A+B) Cost of one no 988.47 Say 988.45 19.25 Extra for depth of manholes dismantled: 19.25.1 Rectangular manhole 90x80 cm and 45 cm deep Code Description Unit Quantity Rate Amount Details of cost for one metre Dismantling of second class brick work in cement mortar 1:5 (1 Cement: 5 fine sand) 4.32x0.23x1.0m = 0.994 cum Say 0.99 cum Rate as per item no. 15.7.4 SH:- Dismantling cum 0.99 310.75 307.64 9999 Removing of M.S. foot rests L.S. 1.82 1.00 1.82 (A) TOTAL 309.46 Add 1% water charges on (A) 0.02 (B) Add 15% for contractor’s profit & overheads 0.28 on A+B Cost for one metre 309.76 Say 309.75 19.25 Extra for depth of manholes dismantled: 19.25.2 Rectangular manhole 120x90 cm and 90 cm deep Code Description Unit Quantity Rate Amount Details of cost for one metre Dismantling of second class brick work in cement mortar 1:5 (1 Cement: 5 fine sand) 5.12x0.23x1.0m = 1.178 cum Say 1.18 cum Rate as per item no. 15.7.4 SH:- Dismantling cum 1.18 310.75 366.69 9999 Removing of M.S. foot rests L.S. 1.82 1.00 1.82 (A) TOTAL 368.51 Add 1% water charges on (A) 0.02 (B) Add 15% for contractor’s profit & overheads 0.28 on A+B Cost for one metre 368.80 Say 368.80
- 551. 1137 19.25 : Extra for depth of manholes dismantled: 19.25.3: Rectangular arch type manhole 140x90 cm and 2.45m deep (upto 4.25 m depth). Code Description Unit Quantity Rate Amount Details of cost of dismantling one manhole 4.25m deep Dismantling Ilnd class brick work in cement mortar 1:4(1 Cement: 4 Coarse sand) for 2.45 depth Qty for 2.45m depth 5.52x0.23x1.20=1.524cum 3.92mx0.23mxl.l5m= 1.037 cum Total= 2.561 cum Deduct arch ring and portion of pipe 2x1/2x3.14x0.25mx0.23x0.1 m = 0.018 cum 2x3.14/4(0.15)21x0.23m = 0.008 cum Total deduction= (-) 0.026 cum Net 2.561 - 0.026 = 2.535 cum Say 2.54 cum Qty in arch 1 /2x3.14xl.l3x0.80x0.23m = 0.327 cum 2x’/2 x3.14xO.25mx0.23x0.1m = 0.018 cum Total= 0.345 cum Say 0.35 cum Total for 2.45 m depth 2.54 + 0.35 = 2.89 cum Qty for 4.25m depth 5.52mx0.23mx1.20m= 1.524 cum 3.92mx0.23mx2.95m = 2.660 cum Total= 4.184 cum Deduct arch ring and portion of pipe 2x1/2x3.14x0.70mx0.23x0.1m = 0.051 cum 2x3.14/4x(0.60)2 x 0.230 = 0.130 cum Total deduction= (-) 0.181 cum Net 4.184 - 0.181 = 4.003 cum Say 4.00 cum Qty in arch ‘/2x3.14xl.l3x0.80x0.23m = 0.327 cum 2x1/2x3.14x0.70mx0.23x0.1m = 0.051 cum Total= 0.378 cum Say 0.38 cum Total for 4.25 m depth =4.38 cum Net difference = 4.38 - 2.89 = 1.49 cum Rate as per item no. 15.7.4 of SH dismantling cum 1.49 310.75 463.02 and demolishing Dismantling cement concrete 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size) (Qty for 4.25m depth 2x1.4x(0.90/2)x(0.65+0.75)/2 = 0.882 cum Less pipe :1.4x3.14/4x(0.602 = (-) 0.396 cum = 0.486 cum Say 0.49 cum Qty for 2.45m depth 2x1.4x(0.90/2)x(0.20+0.30)/2 = 0.315 cum Less pipe : 1.4x3.14/4x(0.15)2 =(-) 0.025 cum = 0.290 cum Say 0.29 cum Net difference = 0.49 - 0.29 = 0.20 cum Rate as per item no 15.2.1 of SH : cum 0.20 368.45 73.69 Demolishing and dismantling Cost for 1.8 metre depth 536.71 Cost for 1 metre depth 298.17 Say 298.15
- 552. 1138 19.25 : Extra for depth of manholes dismantled: 19.25.4: Circular manhole 122 cm diameter and 1.68 m deep (upto 2.29 m depth) Code Description Unit Quantity Rate Amount Details of cost of dismantling one manhole 2.29m deep Dismantling cement concrete 1:3:6(1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) 1.98x1.98x0.30 = 1.178 cum. Say 1.18 cum Rate as per item no. 15.2.1 S.H. dismantling cum 1.18 368.45 434.77 Dismantling IInd class brick work in cement mortar 1:4 (1 Cement: 4 Coarse sand) Curved on plan 3.14x1.45x0.85x0.23=0.891 3.14x(1.45+0.79)/2x 1.32x0.23 = 1.069 = 1.96 Duduct arch ring and portion of pipe 2x1/2x3.14x0.25mx0.230x0.10 m = 0.018 cum 2x3.14/4x(0.15)2x0.230 = 0.008 cum Total deduction = 0.026 cum , Net quantity 1.96-0.026 = 1.934 Say 1.93 cum Qty in arch 2x1/2x3.14x0.25 m x0.230x0.10 m = 0.018 cum Say 0.02 cum Total =1.93+ 0.02= 1.97 cum Rate as per item no. 15.2.1 of SH : cum 1.97 368.45 725.85 Dismantling and demolishing Dismantling cemnet concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominl size )For benching: 3.14/4x(1.22)2x0.20 = 0.234 cum [(2x8.133)/360]x(4/3)x3.14x(0.61) 3 =0.043 cum = 0.277 cum Less pipe : 1.22x3.14/4x(0.15)2(-) = 0.0216 cum Net qty= 0.2554 cum Say 0.26 cum For fixing cover : 3.14/4 xd2 xthickness 0.7854x1.020x1.020x0.15 m =0.123 cum Less cover 3.14/4x(0.28)2x 0.15 m : (-) = 0.037 cum Net qty = 0.086 cum Say 0.09 cum Total = 0.26 + 0.09 = 0.35 cum Rate as per item no 15.2.1 of SH : cum 0.35 368.45 128.96 Dismantling 9999 Removal of SFRC cover L.S. 7.15 1.00 7.15(A) 9999 Removal of M.S. foot rests L.S. 8.09 1.00 8.09(A) TOTAL 1304.82 Add 1 % for water charges on (A) 0.15(B) TOTAL 1304.97 Add 15% for contractor’s profit and overheads 2.31 on (A+B) Cost of dismantling manhole 2.29m deep 1307.28 Deduct cost of dismantling manhole 1.68m deep Rate as per item no 19.24.4 of SH : Drainage each 1 988.45 -988.45 Cost of manhole 0.61m depth 318.83 Cost per metre depth 522.67 Say 522.65
- 553. 1139 19.26: Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately): 19.26.1 : Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 Code Description Unit Quantity Rate Amount Details of cost for one manhole Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 aggregate stone 20 mm nominal size) = 1.36x1.26x0.15 = 0.257 cum Less cover with frame portion 0.85x0.70x0.15 =(-)0.089cum Net qty = 0.168 cum say 0.17 cum Rate as per item no. 15.3 of SH : Dismantling cum 0.17 537.55 91.38(A) and demolishing 9999 Removal of R.C.C cover and frame L.S. 7.15 1.00 7.15 R.C.C work 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size For raised slab - 1.36x1.26x0.15 = 0.257 cum Less portion cover with frame = 0.85x0.70x0.15 =(-) 0.089 cum Net qty= 0.168 cum Say 0.17 cum Rate as per item no. 5.3 of SH : RCC work cum 0.17 3673.85 624.55(A) Form work = 0.90x0.80 = 0.72 sqm Less covej: =0.60x0.45 =(-) 0.27 sqm Net qty= 0.045 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.45 187.35 84.31(A) 9999 Sundries L.S. 13.52 1.00 13.52 TOTAL 820.91 Add 1 % for water charges exept on ‘A’ 0.21 TOTAL 821.12 Add 15% for contractor’s profit and overheads 3.13 except on ‘A’ Cost of one no 824.25 Say 824.25 19.26 : Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately): 19.26.2: Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 Code Description Unit Quantity Rate Amount Details of cost for one manhole Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 aggregate stone 20 mm nominal size) 1.66x1.16x0.15 =0.339 Less for RCC cover with frame 3.14/44x(0.80)2x0.15=(-)0.075 cum Net qty 0.264 cum Say 0.26 cum Rate as per item no. 15.3 of SH : Dismantling cum 0.26 537.55 139.76(A) and demolishing 9999 Removal of R.C.C cover and frame L.S. 7.15 1.00 7.15 R.C.C work 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size 1.66x1.36x0.15 = 0.339 cum Less portion cover with frame = 314/4x0.80x0.80x0.15 =(-) 0.075 cum Net qty= 0.264 cum Say 0.26 cum
- 554. 1140 Code Description Unit Quantity Rate Amount Rate as per item no 5.3 of SH : RCC Work cum 0.26 3 673.85 995.20(A) Form work = 1.2x0.90 = 1.08 sqm Less cover = 3.14/4x(0.50)2=(-) 0.196 sqm Net qty = 0.884 sqm Say 0.88 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.88 187.35 164.87 9999 Sundries L.S. 16.64 1.00 16.64 TOTAL 1283.62 Add 1% for water charges exept on ‘A’ 0.24 TOTAL 1238.86 Add 15% for contractor’s profit and overheads 3.60 except on ‘A’ Cost of one no 1287.46 Say 1287.45 19.26 : Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately): 19.26.3 : Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 Code Description Unit Quantity Rate Amount Details of cost for one manhole Dismantling of R.C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 aggregate stone 20 mm nominal size) 1.66x1.36x0.15 = 0.339 cum Less for RCC cover with frame 3.14/4x(0.90jfcx0.15 =(-) 0.095 cum Net qty 0.244 cum Say 0.24 cum Rate as per item no 15.3 of SH : Dismantling cum 0.24 537.55 129.01(A) 9999 Removal of R.C.C cover and frame L.S. 7.15 1.00 7.15(B) R.C.C work 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.66x1.36x0.15 = 0.339 cum - Less portion cover with frame = 3.14/4x0.90x0.90x0.15 =(-) 0.095 cum Net qty = 0.244 cum Say 0.24 cum Rate as per item no 5.3 of SH : RCC Work cum 0.24 3 673.85 881.72(A) Form work = 1.2x0.90 = 1.08 sqm Less cover = 3.14/4x(0.56)2 =(-) 0.246 sqm’ Net qty = 0.834 sqm Say 0.83 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.83 187.35 155.50(A) 9999 Sundries L.S. 20.28 1.00 20.28 TOTAL 1 193.66 Add 1 % for water charges except on ‘A’ 0.27 TOTAL 1 193.93 Add 15% for contractor’s profit and overheads 4.16 except on ‘A’ Cost of one no. 1 198.09 Say 1 198.10
- 555. 1141 19.26 : Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately): 19.26.4: Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 Code Description Unit Quantity Rate Amount Details of cost for one manhole Dismantling of C.C slab of 1:2:4 (1 cement: 2 coarse sand : 4 aggregate-stone 20 mm nominal size) = 3.14/4x(0.985)2x0.15 = 0.114 cum Less cover 3.14/4x(0.90)2 x0.15 = (-) 0.095 cum Net qty = 0.019 cum Say 0.02 cum Rate as per item no. 15.3 of SH : Dismantling cum 0.02 537.55 10.75(A) and demolishing 9999 Removal of R.C.C cover and frame L.S. 8.06 1.00 8.06 C.C work 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 3.14/4x(.985)2x0.15 = 0.114cum Less portion cover with frame = 3.14/4x0.90x0.90x0.15 =(-) 0.095 cum = 0.019 cum Say 0.02 cum Rate as per item no.4 2.3 of SH : Concrete cum 0.02 3579.10 71.58(A) work 9999 Sundries L.S,. 20.28 1.00 20.28 TOTAL 110.67 Add 1 % for water charges except on ‘A’ 0.28 TOTAL 110.95 Add 15%for contractor’s profit and overheads 4.29 except on ‘A’ Cost of one no 115.24 Say 115.25 19.27: Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1: With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber MATERIALS Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.11x1.06x0.15=0.176 say 0.18cum Rate as per item no4.1.11of SH :Concrete work cum 0.18 2 079.60 374.33 Brick work in bricks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 2.82 m x 0.23m x0.45 m = 0.29 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.29 2 293.40 665.09 12 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 1.90x0.45 m = 0.855 sqm r Bed : 0.45x0.50 m = 0.225 sqm - Total= 1.080 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 1.08 112.80 121.82 Cement concrete 1:2:4 ( 1 cement: 2 coarse
- 556. 1142 Code Description Unit Quantity Rate Amount sand : 4 graded stone aggregate 20 mm nominal size) 2.82x0.23x0.15 m = 0.097 cum Say 0.10 cum Rate as per item no.4.2.3 of SH:Concrete work cum 0.10 3 579.10 357.91 Form work 3.50x0.15 m = 0.525 sqm Say 0.53 sqm Rate as per item no 5.9.2 of SH : RCC work sqm 0.53 180.40 95.61 7380 Precast R.C.C.gully grating with frame each 1.00 533.00 533.00(A) 500x450 mm 9999 Carriage of R.C.C. grating L.S. 7.15 1.00 7.15(A) 9999 Fixing R.C.C. grating L.S. 5.33 1.00 5.33(A) TOTAL 2 160.24 Add 1% for water charges on (A) 5.45(B) TOTAL 2 165.69 Add 15% for contractor’s profit and overheads 82.64 on (A+B) Cost of one chamber 2 248.33 Say 2 248.35 19.28: Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks of class designation 75 in cement w mortar 1:4(1 cement: 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : 19.28.1: With F.P.S. Bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.06mxl.1.06mx0.15 m= 0.17 cum Say .17 cum Rate as per item no. 4.1.11SH: Concrete work cum 0.17 2 079.60 353.53 Brick work in bricks of class designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 2.72 m x 0.23m x0.70 m = 0.438 cum Deduct opening 0.45x0.23x0.10 m = 0.01 cum Block 3x(0.075)3= 0.001 cum Total deduction= 0.011 cum Net qty. = 0.438 (-) 0.011 = 0.427 cum Say 0.43 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.43 2 293.40 986.16 12 mm cement plaster 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 1.80x0.70 m= 1.26 sqm Bed : 0.45x0.45 m = 0.202 sqm Top : 0.45x0.20 m = 0.09 sqm Sides: 2x0.20x0.10 m = 0.04 sqm Total= 1.592 sqm - Deduct opening 0.45x0.10 m = 0.045 sqm Net qty. = 1.592 (-) 0.045 = 1.547 cum Say 1.55 cum Rate as per item no 13.9.1-of SH : Finishing sqm 1.55 112.80 174.84 Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
- 557. 1143 Code Description Unit Quantity Rate Amount Block = 3X(0.75)3= 0.001 cum Rate as per item no.4.2.3 of SH:Concrete work cum 0.001 3 579.10 3.58 R.C.C. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). 0.91x0.91x0.075 m = 0.062 cum Say 0.06 cum Rate as per item no. 5.3 of SH : RCC work cum 0.06 3 673.85 220.43 Form work 0.45x0.45 m = 0.202 sqm 0.45x0.20 m = 0.09 sqm outside slab : 3.40x0.075 m = 0.255 sqm Total= 0.547 sqm Say 0.55 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.55 180.40 99.22 Mild steel reinforcement for R.C.C work 0.062 cum @ 80 kg/cum = 4.96 kg Rate as per item no. 5.22.1 of SH : RCC work kg 4.96 41.50 205.84 7381 Vertical R.C.C.grating 450x100 mm each 1.00 250.00 250.00(A) 9999 Fixing and carriage of R.C.C. grating L.S. 20.67 1.00 20.67(A) TOTAL 2 314.27 Add 1 % for water charges on (A) 2.71(B) TOTAL 2 316.98 Add 15% for contractor’s profit and overheads 41.01 on (A+B) Cost of one chamber 2 357.99 Say 2 358.00 19.29: Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1: With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.71mx1.71mx0.15m = 0.285 cum Say 0.29 cum Rate as per item no. 4.1.11 cum 0.29 2 079.60 603.08 Brick work in bricks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 1.91 m x 0.23m x0.45 m = 0.199 cum 2.20mx0.23mx0.70 m = 0.354 cum Total= 0.553 cum ‘ Deduct lintel portion 2x0.23x0.20x0.20 m = (-) 0.018 cum Net qty= 0.0535 cum Say 0.54 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.54 2 293.40 1 238.44 12 mm cement plaster 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 1.80x0.70 m = 1.26 sqm
- 558. 1144 Code Description Unit Quantity Rate Amount Wall: 1.40x0.45 m = 0.63 sqm Bed: 1.10x0.50 m = 0.55 sqm Total= 2.44 sqm Deduct 2x0.20x0.20 m = (-) 0.08 sqm Net qty= 2.36 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 2.36 112.80 266.21 Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Block = 1.92x0.23x0.15 = 0.07 cum Rate as per item no. 4.2.3 of SH:Concrete work cum 0.07 3 579.10 250.54 R.C.C. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 0.88x0.96x0.075 m = 0.063 cum Say 0.06 cum Rate as per item no. 5.3 of SH : RCC work cum 0.06 3 673.85 220.43 R.C.C. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in lintels 1x0.96x0.20x0.20 m = 0.04 cum Rate as per item no. 5.1.3 of SH : RCC work cum 0.04 6 002.80 240.11 Form work Slab bottom 0.50x0.65 m = 0.325 sqm Outer periphery 3.50x0.075 m = 0.263 sqm 2.20x0.15 m = 0.330 sqm Total= 0.918 sqm Say 0.91 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.91 180.40 164.16 Mild steel reinforcement for R.C.C work (0.06+0.04) = 0.10 cum @ 80 kg/cum = 8.00 kg Rate as per item no. 5.32.1 of SH : RCC work kg 8.00 41.50 332.00 7380 Precast R.C.C.gully grating with frame each 1.00 533.00 533.00(A) 500x450 mm 9999 Carriage of R.C.C. grating L.S. 7.15 1.00 7.15(A) 7381 Precast R.C.C.grating 450x100 mm vertical each 1.00 250.00 250.00(A) 9999 Labour for fixing pre cast R.C.C. grating and L.S. 34.06 1.00 34.06 frame TOTAL 4 139.18 Add 1% for water charges on (A) 8.24(B) TOTAL 4 147.42 Add 15% for contractor’s profit and overheads 124.87 on (A+B) Cost of one chamber 4 272.29 Say 4 272.30
- 559. 1145 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 19.30.1: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : 19.30.1.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one chamber Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.22mx1.065mx0.15m=0.195 cum Say 0.20 cum Rate as per item no 4.1.11 SH: conerete work cum 0.20 2 079.60 415.92 Brick work in bricks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 3.05 m x 0.23m x0.30 m = 0.210 cum Less pipe 2x3.14/4x(0.10)2x0.23 m = (-) 0.004 cum Net qty= 0.206 cum Say 0.21 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.21 2 293.40 481.61 12 mm cement plaster 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 2.13x0.30 m = 0.639 sqm Bed : 0.61x0.455 m = 0.278 sqm Total= 0.917 sqm Less pipe 2x3.14/4x(0.10)2= (-) 0.016 sqm Net qty = 0.901 sqm Say 0.90 sqm Rate as per item13.9.1 of SH : Finishing sqm 0.90 112.80 101.52 Cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 3.05x0.23x0.15 = 0.105 cum say 0.11 cum Rate as per item no.4.2.3 of SH:Concrete work cum 0.11 3 579.10 393.70 Form work Outer periphery 3.73x0.15 m = 0.56 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.56 180.40 101.02 1354 C.I. Cover with frame 455x610 mm each 1.00 1395.00 1 395.00(A) 9999 Carriage of C.I.cover and frame L.S. 7.15 1.00 7.15(A) 9999 Painting of C.I. Cover and frame with coal tar L.S. 7.15 1.00 7.15(A) 9999 Sundries L.S. 13.52 1.00 13.52(A) TOTAL 2 916.59 Add 1% for water charges on (A) 14.23(B) TOTAL 2 930.82 Add 15% for contractor’s profit and overheads 215.56 on (A+B) Cost of one chamber 3 146.38 Say 3 146.40
- 560. 1146 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 19.30.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : 19.30.2.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost of one no. Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.31mx1.11rnx0.15 m= 0.22 cum Rate as per item no. 4.1.11 cum 0.22 2 079.60 457.51 Brick work in oncks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 3.32 m x 0.23m x0.30 m = 0.229 cum Less pipe 3x3.14x(0.10)2x0.23 m = (-) 0.005 cum Net qty= 0.224 cum Say 0.22 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.22 2 293.40 504.55 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 2.40x0.30 m = 0.72 sqm Bed : 0.70x0.50 m = 0.35 sqm = 1.07 sqm Less pipe 3x3.14/4x(0.10)2= (-) 0.02 sqm Net qty= 1.05 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 1.05 112.80 118.44 R.C.C 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.16x0.96x0.15 = 0.167 cum Deduct cover 0.61x0.45x0.15 m = (-) 0.042 cum Net qty= 0.125 cum Say 0.13 cum Rate as per item no. 5.3 of SH : RCC work cum 0.13 3 673.85 477.60 Form work Inside area of chamber : 0.70x0.50 m = 0.35 sqm Outer periphery 4.00x0.15 m = 0.60 sqm = 0.95 sqm Deduct cover : 0.61x0.455 m = (-) 0.278 sqm = 0.672 sqm Say 0.67 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.67 180.40 120.87 M.S.reinforcement for slab 0.13 cum @ 48.06 kg/cum = 6.25 kg Rate as per item no. 5.22.1 of SH : RCC work kg 6.25 41.50 259.38
- 561. 1147 Code Description Unit Quantity Rate Amount 1354 C.I. Cover with frame 455x610 mm each 1.00 1 395.00 1 395.00(A) 9999 Carriage of C.I. Cover and frame L.S. 7.15 1.00 7.15(A) 9999 Painting of C.I. Cover and frame with coal tar L.S. 7.15 1.00 7.15(A) 9999 Sundries L.S. 13.52 1.00 13.52(A) TOTAL 3361.17 Add 1 % for water charges on (A) 14.23(B) TOTAL 3375.40 Add 15% for contractor’s profit and overheads 215.56 on (A+B) Cost of one chamber 3 590.96 Say 3 590.95 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : 19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : 19.30.3.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost of one chamber Cement concrete 1:5:10 (1 cement: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 1.46rnxl.21mx0.15 m= 0.26 cum Rate as per item no. 4.1.11 cum 0.26 2 079.60 540.70 Brick work in oncks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 3.82 m x 0.23m x0.30 m = 0.26 cum Less pipe 5x3.14/4x(0.10)2x0.23 m = (-) 0.009 cum Net qty= 0.251 cum Say 0.26 cum Rate as per item no 6.1.1 of SH : Brick Work cum 0.26 2 293.40 596.28 12 mm cement plaster 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 2.90x0.30 m = 0.87 sqm Bed : 0.85x0.60 m = 0.51 sqm = 1.38 sqm Less pipe 5x3.14/4x(0.10)2= (-) 0.04 sqm Net qty = 1.34 sqm Rate as per item no 13.9.1 SH : Finishing sqm 1.34 112.80 151.15 R.C.C 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1.31x1.06x0.15 = 0.208 cum Deduct cover 0.61x0.455x0.15 m = (-) 0.042 cum
- 562. 1148 Code Description Unit Quantity Rate Amount Net qty= 0.166 cum Say 0.17 cum Rate as per item no. 5.3 of SH : RCC work cum 0.17 3 673.85 624.15 Form work Inside area of chamber : 0.85x0.60 m = 0.511 sqm Outer periphery 4.50x0.15 m = 0.675 sqm = Total 1.186 sqm Deduct cover : 0.61x0.455 m = (-) 0.278 sqm Net qty= 0.908 sqm Say 0.91 sqm Rate as per item no 5.9.3 of SH : RCC work sqm 0.91 180.40 164.16 M.S.reinforcement for slab for 0.17 cum @ 48.06 kg/cum = 48.06x0.17cum = 8.17kg Rate as per item no. 5.22.1 of SH : RCC work kg 8.17 41.50 339.06 1354 C.I. Cover with frame 455x610 mm each 1 1 395.00 1 395.00(A) 9999 Carriage of C.I. Cover and frame L.S. 7.15 1.00 7.15(A) 9999 Painting of C.I. Cover and frame with coal tar L.S. 7.15 1.00 7.15(A) 9999 Sundries L.S. 13.52 1.00 13.52(A) TOTAL 3 838.72 Add 1 % for water charges on (A) 14.23(B) TOTAL 3 852.95 Add 15% for contractor’s profit and overheads 215.56 on (A+B) Cost of one chamber 4 068.51 Say 4 068.50 19.31 Extra for depth beyond 45 cm of brick masonry chamber : 19.31.1 For 455x610 mm size 19.31.1.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one metre Brick work in bricks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 3.05 x 0.23m x 1.00m = 0.70 cum Rate as per item no. 6.1.1 cum 0.70 2 293.40 1 605.38 12mm cement plaster1:3 (1 cement: 3 coarse sand finished with floating coat of neat cement Wall: 2.13x1.00 m = 2.13 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 2.13 112.80 240.26 TOTAL 1 845.64 Cost per metre 1 845.64 Say 1 845.65
- 563. 1149 19.31 Extra for depth beyond 45 cm of brick masonry chamber : 19.31.2 For 500x700 mm size 19.31.2.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one metre Brick work in bricks of clas designation 75 in cement mortar 1:4(1 cement: 4 coarse sand) 3.32 x 0.23m x 1.00m = 0.76 cum Rate as per item no. 6.1.1 cum 0.76 2 293.40 1 742.98 12mm cernem plaster1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement Wall: 2.40x1.00 m = 2.40 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 2.40 112.80 270.72 TOTAL 2 013.70 Cost per metre 2 013.17 Say 2 013.70 19.31 Extra for depth beyond 45 cm of brick masonry chamber : 19.31.3 For 600x850 mm size 19.31.3.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one metre Brick work in bricks of clas designation 75 in cement mortar 1:4 ( 1 cement: 4 coarse sand) 3.82 m x 0.23m xl.00 m = 0.88 cum Rate as per item no. 6.1.1 cum 0.88 2 293.40 2 018.19 12 mm cement plaster 1:3(1 cement: 3 coarse sand finished with floating coat of neat cement Wall : 2.90x1.00 m = 2.90 sqm Rate as per item no 13.9.1 of SH : Finishing sqm 112.80 2.90 327.12 TOTAL 2 345.31 Cost per metre 2 345.31 Say 2 345.30 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With F.P.S. bricks Code Description Unit Quantity Rate Amount Details of cost for one soak pit Earth work in excavation including disposal of surplus earth 3.14/4x(2.5)2x3m = 14.73 cum Rate as per item no. 2.8.1 of SH : Earth work cum 14.73 103.40 1 523.08(A) = 3.14/4x(2.5)2 x 1.5 m = 7.37 cum Rate as per item no. 2.26.1 of SH : Earth work cum 7.37 18.90 139.29(A) 2nd class bricks perimetre = 4x0.35 =1.40 m Area = 1.40x2.925 m = 4.1 sqm Number of brick = 4.1 x487x0.066 =131.78 Wastage 10%= 13.718 2602 Total= 144.96 Say 145 numbers 1000 Nos 145.00 1 900.00 275.50 Brickbats = 3.14/4x(1.2)2x2.925m =3.33 cum Deduct = 0.45x0.45x2.925 m = 0.59 cum 0362 Net qty= 2.74 cum ‘ cum 2.74 253.00 693.22
- 564. 1150 Code Description Unit Quantity Rate Amount Brick aggregate 50 to 80 mm nominal size 0285 = 3.14x1.50x0.03x2.925 m = 4.13 cum cum 4.13 350.00 1 445.50 Brick aggregate 40 mm nominal size 0287 = 3.14x2.15x0.35x2.925 m =6.91 cum cum 6.91 360.00 2 487.60 1854 100 mm diametre S.W. pipes ( 60 cm long) each 3.00 30.00 90.00 Carriage of brick bats and aggregate 2260 (2.74+4.13+6.91) cum = 6.25 sqm cum 13.78 57.83 796.90 2201 Carriage of bricks 1000Nos 145.00 141.88 20.57 9999 Single matting 2.5x2.5 m = 6.25 sqm L.S. 112.14 1.00 112.14 Precast R.C.C.slabs 7.5 cm thick in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 0.45x0.45x0.075 m = 0.02 cum Rate as per item no 5.12 of SH : RCC work cum 0.02 4 882.25 97.64(B) Reinforcement @ 80 kg/cum = 0.02x80 =1.6 kg Rate as per item no. 5.22.1 of SH : RCC work kg 1.60 41.50 66.40(B) 2nd class brick edging laid length wise with half brick depth. 3.14x2.6 m =8.17 m Rate as per item no. 16.8.1 of SH : Road metre 8.17 14.90 121.73(B) work LABOUR 0123 Mason 1st class Day 0.50 151.50 75.75 0124 Mason 2nd class Day 0.50 141.60 70.80 0114 Beldar Day 3.00 135.25 405.75 0115 Coolies Day 3.00 135.25 405.75 TOTAL 8 827.62 Add 1% for water charges on all except on 68.79 (A+B) TOTAL 8 896.41 Add 15% for contractor’s profit and overheads 1042.24 on all except on (A+B) Cost of one soak pit 9 938.65 Say 9 938.65 19.33 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. Code Description Unit Quantity Rate Amount Details of cost for one soak pit Earth work in excavation including disposal of surplus earth 1.2x1.2x1.2m = 1.73 cum Rate as per item no. 2.8.1 of SH : Earth work cum 1.73 103.40 178.88(A) Brick bats 0362 1.2x12x1.2 m = 1.73 cum cum 1.73 253.00 437.69 2260 Carriage of brickbats cum 1.73 57.83 100.05 Second class brick edging laid length wise with half brick depth Rate as per item no. 16.8.1 of SH : Road meter 5.20 14.90 77.48(A) work 1854 S.W. pipe 100 mm diameter (60 cm long) each 2.00 30.00 60.00 Single matting 9999 1.2x1.2 m= 1.44 sqm L.S. 25.84 1.00 25.84
- 565. 1151 Code Description Unit Quantity Rate Amount LABOUR For filling brick bats 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S. 13.50 1.00 13.52 TOTAL 961.08 Add 1% for water charges on all except on 7.05 (A) TOTAL 968.13 Add 15% for contractor’s profit and overheads 106.77 on all except on (A) Cost of one soak pit 1 074.90 Say 1 074.90 19.34 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.34.1 100 mm dia Code Description Unit Quantity Rate Amount Details of cost of one no. MATERIALS 7128 S.W intercepting trap 100 mm dia each 1.0 144.00 144.00 9999 Carriage of trap L.S. 1.04 1.00 1.04 0367 Cement for one joint tonne 0.0013 4 500.00 5.85 2209 Carriage of cement tonne 0.0013 47.29 0.06 0983 Fine sand cum 0.001 320.00 0.32 2261 Carriage of fine sand cum 0.001 53.21 0.05 1881 Spun yarn or plain gaskin kilogram 0.09 30.00 2.70 LABOUR 0123 Mason 1st class Day 0.02 151.50 3.03 0124 Mason 2nd class Day 0.02 141.60 2.83 0114 Beldar Day 0.06 135.25 8.12 0101 Bhisti Day 0.02 138.45 2.77 TOTAL 170.77 Add 1% for water charges 1.71 TOTAL 172.48 Add 15% for contractor’s profit and overheads 25.87 Cost of one no. 198.35 Say 198.35 19.34 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete : 19.34.2 150 mm dia Code Description Unit Quantity Rate Amount Details of cost of one no. MATERIALS 7129 S.W. iintercepting trap 150mmdia each 1.00 202.00 202.00 9999 Carriage of trap L.S. 2.08 1.00 2.08 0367 Cement for one joint tonne 0.0019 4 500.00 8.55 2209 Cement for one joint 2209 Carriage of cement tonne 0.0019 47.29 0.09 0983 Fine sand cum 0.0014 320.00 0.45
- 566. 1152 Code Description Unit Quantity Rate Amount 2261 Carriage of fine sand cum 0.0014 53.21 0.07 1881 Spun yarn or plain gaskin kilogram 0.18 30.00 5.40 LABOUR 0123 Mason 1st class Day 0.03 151.50 4.54 0124 Mason 2nd class Day 0.03 141.60 4.25 0114 Beldar Day 0.08 135.25 10.82 0101 Bhisti Day 0.03 138.45 4.15 TOTAL 242.40 Add 1% for water charges 2.42 TOTAL 244.82 Add 15% for contractor’s profit and overheads 36.72 Cost of one no. 281.54 Say 281.55
- 567. 1153 SUB HEAD : 20.0 PILE WORK
- 568. 1155 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.1 400 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x0.402x20 = 2.51 cum (A) Rate as per item No. 5.33 of SH : RCC work cum 2.51 4147.40 10409.97 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 2.51 98.20 246.48 9999 Sundries L.S. 521.08 1.00 521.08 C.I. Shoes @ 80 kg per pile Kilogram 80.00 40.00 3200.00 7182 M.S. clamps for shoes @ 35 kg per pile Kilogrsm 35.00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling Hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. Hour 0.06 2000.00 120.00 LABOUR Work supervisor (Mistri) Day 0.08 151.50 12.12 Beldar Day 2.00 135.25 270.50 TOTAL 26085.15 Add 1 % for water charges except on (A) 154.29 TOTAL 26239.44 Add 15% for contractor’s profit and overheads 2337.45 except on (A) Cost for 20 metre pile 28576.89 Cost for 1 metre pile 1428.84 Say 1428.85 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.2 450 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x0.452x20 = 3.18 cum (A) Rate as per item No 5.33 of SH : RCC work cum 3.18 4147.40 13188.73 (A) Rate as per Item No 5.34.2, S.H.: R.C.C. work cum 3.18 98.20 312.28 9999 Sundries L.S. 392.70 1.00 392.70 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3200.00 7182 M.S. clamps for shoes @ 35 kg per pile kilogram 35 .00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.48 28000.00 13440.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00
- 569. 1156 Code Description Unit Quantity Rate Amount LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 32161.33 Add 1 % for water charges except on (A) 186.60 TOTAL 32347.93 Add 15% for contractor’s profit and overheads 2827.04 except on (A) Cost for 20 metre pile 35 174.97 Cost for 1 metre pile 1 758.75 Say 1 758.75 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.3 500 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.502x20 = 3.925 cum (A) Rate as per item No 5.33.1 of SH : RCC work. cum 3.925 4147.40 16378.55 (A) Rate as per Item No 5.34.2 of S.H.: R.C.C. work. cum 3.925 98.20 385.44 9999 Sundries L.S. 530.00 1.00 530.00 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3200.00 7182 M.S. clamps for shoes @ 35 kg per pile kilogram 35.00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.60 28000.00 16800.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 38821.61 Add 1 % for water charges except on (A) 221.58 TOTAL 39043.19 Add 15% for contractor’s profit and overheads 3356.88 except on (A) Cost for 20 metre pile 42400.07 Cost for 1 metre pile 2120.00 Say 2120.00
- 570. 1157 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.4 550 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.552x20 = 4.75 cum (A) Rate as per item No 5.33 of SH : RCC work cum 4.75 4147.40 19700.15 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 4.75 98.20 466.45 9999 Sundries L.S. 371.88 1.00 371.88 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3 200.00 7182 M.S. clamps for shoes @ 35 kg per pile kilogram 35.00 35.00 1 225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.60 28000.00 16800.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 42166.10 Add 1 % for water charges except on (A) 220.00 TOTAL 42386.10 Add 15% for contractor’s profit and overheads 3332.93 except on (A) Cost for 20 metre pile 45 719.02 Cost for 1 metre pile 2 285.95 Say 2 285.95 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.5 750 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 15 m length of pile MATERIAL Concrete 3.14/4x0.752x20 = 6.62 cum (A) Rate as per item No 5.33 of SH : RCC work cum 6.62 4147.40 27455.79 (A) Rate as per Item No 5.34.2 S,H.: R.C.C. work cum 6.62 98.20 650.08 9999 Sundries L.S. 573.57 1.00 573.57 7181 C.I. Shoes @ 80 kg per pile Kilogram 80.00 40.00 3200.00 7182 M.S. clamps for shoes @ 35 kg per pile Kilogram 35.00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.70 28000.00 19600.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00
- 571. 1158 Code Description Unit Quantity Rate Amount LABOUR 0130 Work supervisor (Mistri) Day 0.14 151.50 21.21 0114 Belder Day 3.50 135.55 473.38 TOTAL 53319.03 Add 1 % for water charges except on (A) 252.13 TOTAL 53571.16 Add 15% for contractor’s profit and overheads except on (A) Cost for 15 metre pile 57390.95 Cost for 1 metre pile 3826.06 Say 3826.05 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.6 1000 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 10 m length of pile MATERIAL Concrete 3.14/4x1.002x10 = 7.85 cum (A) Rate as per item No. 5.33 of SH:RCC work Cum 7.85 4147.40 32557.59 (A) Rate as per Item No-5.34.2; S.H.: R.C.C. work cum 7.85 98.20 770.87 9999 Sundries L.S. 897.89 1.00 897.89 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3200.00 7182 M.S. clamps for shoes @ 35 kg per pile kilogram 35.00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.68 28000.00 19040.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 LABOUR 0130 Work supervisor (Mistri) Day 0.16 151.50 24.24 0114 Beldar Day 4.10 135.25 541.00 TOTAL 58376.09 Add 1 % for water charges except on (A) 250.48 TOTAL 58626.57 Add 15% for contractor’s profit and overheads 3794.79 except on (A) Cost for 10 metre pile 62 421.36 Cost for 1 metre pile 6 242.14 Say 6 242.15
- 572. 1159 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.7 1200 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 9 m length of pile MATERIAL Concrete 3.14/4x1.22x9 =10.17cum (A) Rate as ner item No 5.33 of SH : RCC work cum 10.17 4147.40 42179.06 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 10.17 98.20 998.69 9999 Sundries L.S. 733.37 1.00 733.37 7181 a) C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3200.00 7182 b) M.S. clamps for shoes @ 35 kg per pile kilogram 35.00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.67 28000.00 18760.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 LABOUR 0130 Work supervisor (Mistri) Day 0.18 151.50 27.27 0114 Beldar Day 4.50 135.25 608.62 TOTAI 67852.01 Add 1% for water charges except on (A) 246.74 TOTAL 68098.75 Add 15% for contractor’s profit and overheads 3738.15 except on (A) Cost for 9 metre pile 71836.90 Cost for 1 metre pile 7981.88 Say 7981.90 20.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap M 35 in cement concrete, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 20.1.8 1500 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 9 m length of pile MATERIAL Concrete 3.14/4x1.52 x9 =15.90 cum (A) Rate as per item No. 5.33 of SH:RCC work. cum 15.9 4147.40 65943.66 (A) Rate as per Item No 5.34.2 S.H.:R.C.C. work. cum 15.9 98.20 1561.38 9999 Sundries L.S. 1113.48 1.00 1113.48 7181 (a) C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3200.00 7182 (b) M.S. clamps for shoes® 35 kg per pile kilogram 35.00 35.00 1225.00 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.77 28000.00 21560.00 rig with power unit etc. including complete accessories and shifting at site.
- 573. 1160 Code Description Unit Quantity Rate Amount 0025 Hire and running charges of light crane. hour 0.10 2000.00 200.00 LABOUR 0130 Work supervisor (Mistri) Day 0.20 151.50 30.30 0114 Beldar Day 5.00 135.25 676.25 total 95510.07 Add 1% for water charges except on (A) 280.05 TOTAL 95790.12 Add 15% for contractor’s profit and overheads 4242.76 except on (A) Cost for 9 metre pile 100 032.88 Cost for 1 metre pile 11 114.76 Say 11 114.75 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.1 300 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.302x20 = 1.41 cum (A) Rate as per item No 5.33 of SH : RCC work cum 1.41 4147.40 5534.04 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 1.41 98.20 138.46 7183 Bentonite. tonne 0.16 2700.00 432.00 9999 Sundries L.S. 289.85 1.00 289.85 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.38 4000.00 1520.00 0018 Hire and running charges of loader. Day 0.30 800.00 240.00 0017 Hire and running charges of tipper Day 0.30 1030.00 309.00 LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 2.00 135.25 270.50 TOTAL 19265.82 Add 1% for water charges except on (A) 132.80 TOTAL 19398.62 Add 15% for contractor’s profit and overheads 2011.85 except on (A) Cost for 20 metre pile 21410.47 Cost for 1 metre pile 1070.52 Say 1070.50
- 574. 1161 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.2 400 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.402x20 = 2.51 cum (A) Rate as per item No 5.33 of SH : RCC work cum 2.51 4147.40 10409.97 (A) Rate as per Item No 5.44.2, S.H.: R.C.C. work cum 2.51 98.20 246.48 7183 Bentonite tonne 0.225 2700.00 607.50 9999 Sundries L.S. 79.06 1.00 79.06 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.38 4000.00 1520.00 0018 Hire and running charges of loader. Day 0.30 800.00 240.00 0017 Hire and running charges of tipper Day 0.30 1030.00 309.00 LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 2.00 135.25 270.50 TOTAL 23900.69 Add 1 % for water charges except on (A) 132.44 TOTAL 24033.13 Add 15% for contractor’s profit and overheads 2006.51 except on (A) Cost for 20 metre pile 26 039.64 Cost for 1 metre pile 1 301.98 Say 1 302.00 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.3 450 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.452x20 = 3.18 cum (A) Rate as per item No 5.33 of SH : RCC work cum 3.18 4147.40 13188.73 (A) Rate as per Item No 5.44.2, S.H.: R.C.C. work cum 3.18 98.20 312.28 7183 Bentonite tonne 0.25 2 700.00 675.00
- 575. 1162 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 230.69 1.00 230.69 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.47 28000.00 13160.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.63 2 000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.38 4 000.00 1520.00 0018 Hire and running charges of loader. Day 0.30 800.00 240.00 0017 Hire and running charges of tipper Day 0.30 1 030.00 309.00 Labour 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 2.50 135.25 338.12 TOT AT 31252.00 Add 1% for water charges except on (A) 177.51 TOTAL 31429.51 Add 15% for contractor’s profit and overheads 2689.28 except on (A) Cost for 20 metre pile 34 118.78 Cost for 1 metre pile 1 705.94 Say 1 705.95 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.4 500 mm dia. piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.502 = 3.925 cum (A) Rate as per item No 5.33 of SH :RCC work cum 3.925 4147.40 16278.55 (A) Rate as per Item No 5.44.2, S.H.: R.C.C. work cum 3.925 98.20 385.44 7183 Bentonite tonne 0.28 2700.00 756.00 9999 Sundries L.S. 87.95 1.00 87.95 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.60 2800.00 16800.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.38 4000.00 1520.00 0017 Hire and running charges of tipper Day 0.30 1030.00 309.00 0018 Hire and running charges of loader. Day 0.30 800.00 240.00 LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 Beldar Day 2.50 135.25 338.12 TOTAL 36853.24 Add 1 % for water charges except on (A) 201.89 TOTAL 37055.89 Add 15% for contractor’s profit and overheads 3058.67 except on (A) Cost for 20 metre pile 40113.80 Cost for 1 metre pile 2005.69 Say 2005.70
- 576. 1163 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.5 600 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete 3.14/4x0.602x20= 5.65 cum (A) Rate as per item No fr.42.-Tof SH : RCC work cum 5.65 4147.40 23432.81 (A) Rate as per Item No 5.44.2, S.H.: R.C.C. work cum 5.65 98.20 554.83 7183 Bentonite tonne 0.33 2700.00 891.00 9999 Sundries L.S. 317.43 1.00 317.43 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.75 28000.00 21000.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2 000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.38 4 000.00 1 520.00 0017 Hire and running charges of tipper Day 0.30 1 030.00 309.00 0018 Hire and running charges of loader. Day 0.30 800.00 240.00 LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 3.00 135.25 405.75 TOTAL 47409.00 Add 1 % for water charges except on (A) 234.21 TOTAL 47643.21 Add 15% for contractor’s profit and overheads 3548.34 except on (A) Cost for 20 metre pile 51 191.55 Cost for 1 metre pile 2 559.58 Say 2 559.60 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.6 750 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 15 m length of pile MATERIAL Concrete 3.14/4x0.752xl5 = 6.62 cum (A) Rate as per item No5.33 of SH : RCC work cum 6.62 4147.40 27455.79 (A) Rate as per Item No 5.44.2, S.H.: R.C.C. work cum 6.62 98.20 650.08 7183 Bentonite tonne 0.30 2 700.00 810.00
- 577. 1164 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 131.58 1.00 131.58 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.70 28000.00 19600.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2 000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.75 4 000.00 3 000.00 0017 Hire and running charges of tipper Day 0.30 1 030.00 309.00 0018 Hire and running charges of loader. Day 0.30 800.00 240.00 LABOUR 0130 Work supervisor (Mistri) Day 0.14 151.50 21.21 0114 Beldar Day 3.50 135.25 473.38 TOTAL 52811.04 Add 1 % for water charges except on (A) 247.05 TOTAL 53.58.09 Add 15% for contractor’s profit and overheads 3742.88 except on (A) Cost for 15 metre pile 56800.92 Cost for 1 metre pile 3786.73 Say 3786.75 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.7 1000 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 10 m length of pile MATERIAL Concrete 3.14/4x1.002x10 = 7.85 cum (A) Rate as per item No 5.33 of SH : RCC work cum 7.85 4147.40 32557.09 (A) Rate as per Item No 5.44.2, S.H.: R.C.C. work cum 7.85 98.20 770.87 7183 Bentonite tonne 0.35 2700.00 945.00 9999 Sundries L.S. 175.89 1.00 175.89 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.69 28000.00 19320.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.75 4000.00 3 000.00 0017 Hire and running charges of tipper Day 0.40 1030.00 412.00 0018 Hire and running charges of loader. Day 0.40 800.00 320.00 LABOUR 0130 Work supervisor (Mistri) Day 0.16 151.50 24.24 0114 Beldar Day 4.00 135.25 541.00 TOTAL 58186.09 Add 1 % for water charges except on (A) 248.58 TOTAL 58434.67 Add 15% for contractor’s profit and overheads 3766.01 except on (A) Cost for 10 metre pile 62200.68 Cost for 1 metre pile 6 220.07 Say 6 220.05
- 578. 1165 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 20.2.8 1200 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 9 m length of pile MATERIAL Concrete 3.14/4x1.202x9 =10.17 cum (A) Rate as per item No. 5.33 of SH : RCC work cum 10.17 4147.40 42179.06 (A) Rate as per Item No. 5.44.2, S.H.: R.C.C. work cum 10.17 98.20 998.69 7183 Bentonite tonne 0.385 2700.00 1 039.50 9999 Sundries L.S. 290.79 1.00 290.79 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.67 28000.00 18760.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.75 4000.00 3000.00 0017 Hire and running charges of tipper Day 0.50 1030.00 515.00 0018 Hire and running charges of loader. Day 0.50 800.00 400.00 LABOUR 0130 Work supervisor (Mistri) Day 0.18 151.50 27.27 0114 Beldar Day 4.50 135.25 608.62 TOTAL 67938.93 Add 1% for water charges except on (A) 247.65 TOTAL 68186.58 Add 15% for contractor’s profit and overheads 3751.94 except on (A) Cost for 9 metre pile 71 938.52 Cost for 1 metre pile 7 993.17 Say 7 993.15 20.2 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap 20.2.9 1500 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 9 m length of pile MATERIAL Concrete 3.14/4x1.502x9 = 15.90 cum (A) Rate as per item No. 5.33 SH : RCC work cum 15.90 4147.40 65943.66 (A) Rate as per Item No. 5.44.2, S.H.: R.C.C. work cum 15.90 98.20 1561.38 7183 Bentonite tonne 0.45 2700.00 1215.00
- 579. 1166 Code Description Unit Quantity Rate Amount 9999 Sundries L.S. 1.00 593.48 593.48 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.77 28000.00 21560.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.10 2000.00 200.00 0026 Hire and running charges of bentonite pump. hour 0.96 4000.00 3 600.00 0017 Hire and running charges of tipper Day 0.75 1030.00 772.50 0018 Hire and running charges of loader. Day 0.75 800.00 600.00 LABOUR 0130 Work supervisor (Mistri) Day 0.25 151.50 37.88 0114 Beldar Day 5.00 135.25 676.25 TOTAL 96760.15 Add 1% for water charges except on (A) 292.55 TOTAL 97052.70 Add 15% for contractor’s profit and overheads 4432.15 except on (A) Cost for 9 metre pile 101 484.85 Cost for 1 metre pile 11 276.09 Say 11 276.10 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap): 20.3.1 300 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 10 metres MATERIAL R.C.C Stem -3.14/4x(0.30)2x9.625 = 0.680 cum Bulb -3.14/4x(0.75)2x0.075 = 0.033 cum 2x 3.14/4x(0.525)2x0.150 = 0.065 cum =0.778 cum (A) Rate as per item No 5.33 of SH : RCC work cum 0.778 4147.40 3226.68 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 0.778 98.20 76.40 7183 Bentonite tonne 0.08 2700.00 216.00 9999 Sundries L.S. 410.92 1.00 410.92 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.03 2000.00 60.00 0026 Hire and running charges of bentonite pump. hour 0.02 4000.00 80.00 LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 14432.62 Add 1% for water charges except on (A) 111.30 TOTAL 14543.92 Add 15% for contractor’s profit and overheads 1686.13 except on (A) Cost for 10 metre pile 16230.05 Cost for 1 metre pile 1623.01 Say 1623.00
- 580. 1167 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap). 20.3.2 400 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 10 metres MATERIAL R.C.C Stem -3.14/4x(0.40)2x9.30 = 1.169 cum Bulb -3.14/4x(1.00)2x0.1 = 0.079 cum 2x 3.14/4x(0.7)2x0.30 = 0.23 cum = 1.478 cum (A) Rate as per item No 5.33 SH : RCC work cum 1.478 4147.40 6129.86 (A) Rate as per Item No 5.34.2, S.H.: R.C.C. work cum 1.478 98.20 145.14 7183 Bentonite tonne 0.15 2700.00 405.00 9999 Sundries L.S. 276.82 1.00 276.82 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.02 4000.00 80.00 LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 17519.44 Add 1% for water charges except on (A) 112.44 TOTAL 17631.88 Add 15% for contractor’s profit and overheads 1703.53 except on (A) Cost for 10 metre pile 19335.41 Cost for 1 metre pile 1933.54 Say 1933.55 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap): 20.3.3 450 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 10 metres MATERIAL R.C.C Stem -3.14/4x(0.45)2x9.212 = 1.465 cum Bulb -3.14/4x(1.125)2x0.113 = 0.112 cum 2x 3.14/4x(0.788)2x0.337 =0.329 cum = 1.906 cum (A) Rate as per item No 5.33 of SH : RCC work cum 1.906 4147.40 7904.94
- 581. 1168 Code Description Unit Quantity Rate Amount (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 1.906 98.20 187.17 7183 Bentonite tonne 0.19 2 700.00 513.00 9999 Sundries L.S. 194.81 1.00 194.81 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.02 4000.00 80.00 LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 19362.54 Add 1 % for water charges except on (A) 112.70 TOTAL 19475.24 Add 15% for contractor’s profit and overheads 1707.47 except on (A) 21182.71 Cost for 10 metre pile 21182.71 Cost for 1 metre pile 2118.27 Say 2118.25 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M 35 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap): 20.3.4 550 mm dia piles Code Description Unit Quantity Rate Amount Details of cost for 10 metres MATERIAL R.C.C Stem -3.14/4x(0.50)2x9.125 = 1.792 cum Bulb -3.14/4x(1.25)2x0.125 = 0.153 cum 2x 3.14/4x(0.875)2x0.375 = 0.451 cum = 2.396 cum (A) Rate as per item No 5.33 of SH : RCC work cum 2.40 4147.40 9953.76 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 2.40 98.20 235.68 7183 Bentonite tonne 0.20 2 700.00 540.00 9999 Sundries L.S. 208.15 1.00 208.15 MACHINERY 0024 Hire and running charges of hydraulic piling hour 0.36 28000.00 10080.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.06 2000.00 120.00 0026 Hire and running charges of bentonite pump. hour 0.02 4000.00 80.00 LABOUR 0130 Work supervisor (Mistri) Day 0.08 151.50 12.12 0114 Beldar Day 2.00 135.25 270.50 TOTAL 21500.21 Add 1% for water charges except on (A) 113.11 TOTAL 21613.32 Add 15% for contractor’s profit and overheads 1713.58 except on (A) Cost tor 10 metre pile 23326.90 Cost for 1 metre pile 23326.90 Say 2332.70
- 582. 1169 20.4 Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified diameter (Only the quantity of extra bulbs are to be paid). 20.4.1 300mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 1 bulb. Materials : Bulb - 0.033 cum (A) Rate as per item No 5.33 of SH : RCC work cum 0.033 4147.40 136.86 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 0.033 98.20 3.24 7183 Bentonite tonne 0.003 2700.00 8.10 Machinery 0024 Hire and running charges of hydraulic piling hour 0.02 28000.00 560.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.01 2 000.00 20.00 0026 Hire and running charges of bentonite pump. hour 0.01 4 000.00 40.00 Labour 0130 Work supervisior (Mistry) Day 0.02 151.50 3.03 0114 Beldar Day 1.00 135.25 135.25 Total 906.48 Add 1% for water charges except on (A). 7.66 Total 914.14 Add 15% for contractor’s profit and overheads 116.11 except on (A). Cost for 1 bulb 1030.25 Say 1030.25 20.4 Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified diameter (Only the quantity of extra bulbs are to be paid). 20.4.2 400mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 1 bulb. Materials: Bulb - 0.063 cum (A) Rate as per item No 5.33 of SH:RCC work cum 0.063 4147.40 261.29 (A) Rate as per Item No-5.34.2, S.H.: R.C.C. work cum 0.063 98.20 6.19 7183 Bentonite tonne 0.006 2700.00 16.20 Machinery 0024 Hire and running charges of hydraulic piling hour 0.02 28000.00 560.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.01 2 000.00 20.00 0026 Hire and running charges of bentonite pump. hour 0.01 4 000.00 40.00 Labour 0130 Work supervisior (Mistry) Day 0.02 151.50 3.03 0114 Beldar Day 1.00 135.25 135.25 Total 1041.96 Add 1% for water charges except on (A). 7.74 Total 1049.70 Add 15% for contractor’s profit and overheads 117.33 except on (A). Cost for 1 bulb 1167.03 Say 1167.00
- 583. 1170 20.4 Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified diameter (Only the quantity of extra bulbs are to be paid). 20.4.3 450 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 1 bulb. Materials : Bulb-0.081 cum (A) Rate as per item No 5.33 of SH : RCC work cum 0.081 4147.40 335.94 (A) Rate as per Item No 5.34.2 S.H.: R.C.C. work cum 0.081 98.20 7.95 7183 Bentonite tonne 0.008 2700.00 21.60 Machinery 0024 Hire and running charges of hydraulic piling hour 0.02 28000.00 560.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.01 2000.00 20.00 0026 Hire and running charges of bentonite pump. hour 0.01 4000.00 40.00 Labour 0130 Work supervisior (Mistry) Day 0.02 151.50 3.03 0114 Beldar Day 1.00 135.25 135.25 Total 1123.77 Add 1 % for water charges except on (A) 7.80 Total 1131.52 Add 15% for contractor’s profit and overheads 118.15 except on (A). Cost for 1 bulb 1149.72 Say 1149.70 20.4 Extra over item No. 20.3 for providing additional bulb in under reamed piles, under specified diameter (Only the quantity of extra bulbs are to be paid). 20.4.4 550 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 1 bulb. Materials : Bulb-0.102 cum (A) Rate as per item No-5.33 SH : RCC work cum 0.102 4147.40 423.03 (A) Rate as per Item No 5.34.2, S.H.: R.C.C. work cum 0.102 98.20 10.02 7,183 Bentonite tonne 0.01 2700.00 27.00 Machinery 0024 Hire and running charges of hydraulic piling hour 0.02 28000.00 560.00 rig with power unit etc. including complete accessories and shifting at site. 0025 Hire and running charges of light crane. hour 0.01 2000.00 20.00 0026 Hire and running charges of bentonite pump. hour 0.02 4000.00 80.00 Labour 0130 Work supervisior (Mistry) Day 0.02 151.50 3.03 0114 Beldar Day 1.00 135.25 135.25 Total 1258.33 Add 1% for water charges except on (A). 8.25 Total 1266.58 Add 15% for contractor’s profit and overheads 125.03 except on (A). Cost for 1 bulb 1391.61 Say 1391.60
- 584. 1171 20.5 Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia 40mm for grouting with cement sand grouting of mix 1:2(1 cement: 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.1 400 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x(0.40)2x20 = 2.51 cum (A) Rate as per item no 5.33 SH : RCC work cum 2.51 4147.40 10409.97 (A) Rate as Per Item no.5.34.2 S.H.: R.C.C. work cum 2.51 98.20 246.48 (A) Add Rate as per item no 5.19 SH : RCC work cum 2.51 4953.50 12433.29 (A) Deduct Rate as per item no 5.1.3 SH : RCC work cum 2.51 3359.60 (-) 8432.60 Cement mortar 1:2 for grout(Rate as per item3.7) cum 0.025 3864.25 96.61 9999 Sundries L.S. 442.00 1.00 442.00 7181 C.I. Shoes @ 80 kg per pile Kilogram 80.00 40.00 3200.00 7182 M.S. shoes® 35 kg per pile Kilogram 35.00 35.00 1225.00 MACHINERY 0027 Hire and running charges of vibrating pile hour 0.38 28000.00 10640.00 driving hammer complete with power unit and accessories . 0028 Hire and running charges of crane 20 tonne hour 0.06 8000.00 480.00 capacity. LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 3.00 135.25 405.75 TOTAL 31164.80 Add 1 % for water charges except on (A) 165.08 TOTAL 31329.96 Add 15% for contractor’s profit and overheads 2500.92 except on (A) Cost for 20 metre pile 33830.88 Cost for 1 metre pile 1691.54 Say 1691.55 20.5 Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia 40mm for grouting with cement sand grouting of mix 1:2 (1 cement: 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.2 450 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x(0.45)2x20 = 3.18 cum (A) Rate as per item no 5.33 SH : RCC work cum 3.18 4147.40 13188.73
- 585. 1172 Code Description Unit Quantity Rate Amount (A) Rate as per Item no 5.34.2 S.H.: R.C.C. work cum 3.18 98.20 312.28 (A) Add Rate as per item no 5.19 SH : RCC work cum 3.18 4953.50 15752.13 (A) Deduct Rate as per item no 5.1.3 SH : RCC work cum 3.18 3359.60 (-) 10683.53 Cement mortar 1:2 for grout cum 0.025 3864.25 96.61 Rate as per item no. 3.7 9999 Wooden block @ 1 block per two piles L.S. 442.00 1.00 442.00 Pile shoes 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3 200.00 7182 M.S. shoes @ 35 kg per pile kilogram 35.00 35.00 1 225.00 MACHINERY 0027 Hire and running charges of vibrating pile hour 0.38 28000.00 10640.00 driving hammer complete with power unit and accessories. 0028 Hire and running charges of crane 20 tonne hour 0.06 8000.00 480.00 capacity. LABOUR 0130 Work supervisor (Mistri) Day 1.08 151.50 163.62 0114 Beldar Day 10.78 135.25 1458.00 TOTAL 36274.84 Add 1 % for water charges except on (A) 177.05 TOTAL 36451.89 Add 15% for contractor’s profit and overheads 2682.34 except on (A) Cost for 20 metre pile 39134.23 Cost for 1 metre pile 1956.71 Say 1956.70 20.5 Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40mm for grouting with cement sand grouting of mix 1:2 (1 cement: 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.3 500 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x(0.50)2x20 = 3.925 cum (A) Rate as per item no 5.33 SH : RCC . work cum 3.925 4147.40 16278.55 (A) Rate as per Item no 5.34.2. S.H.: R.C.C. work cum 3.925 98.20 385.44 (A) Add Rate as per item no 5.19 SH : RCC . work cum 3.925 4953.50 19442.49 (A) Deduct Rate as per item no 5.1.3 SH : RCC . work cum 3.925 3359.60 (-) 13186.43 Cement mortar 1:2 for grout cum 0.025 3864.25 96.61 (Rate as per item no. 3.7) 9999 Wooden block @ 1 block per two piles L.S. 442.00 1.00 442.00 Pile shoes 7181 C.I. Shoes @ 80 kg per pile Kilogram 80.00 40.00 3200.00 7182 M.S. shoes @ 35 kg per pile Kilogram 35.00 35.00 1225.00 MACHINERY 0027 Hire and running charges of vibrating pile hour 0.38 28000.00 10640.00 driving hammer complete with power unit and accessories.
- 586. 1173 Code Description Unit Quantity Rate Amount 0028 Hire and running charges of crane 20 tonne hour 0.06 8000.00 480.00 capacity. LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 3.00 135.25 405.75 TOTAL 39427.59 Add 1% for water charges except on (A) 165.10 TOTAL 39592.69 Add 15% for contractor’s profit and overheads 2501.20 except on (A) Cost for 20 metre pile 42093.89 Cost for 1 metre pile 2104.69 Say 2104.70 20.5 Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia 40mm for grouting with cement sand grouting of mix 1:2(1 cement: 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.4 550 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL (A) Concrete -3.14/4x(0.55)2x20 = 4.75 cum (A) Rate as per item no 5.33 SH : RCC work cum 4.75 4147.40 19700.15 (A) Rate as per Item no 5.34.2 S.H.: R.C.C. work cum 4.75 98.20 466.45 (A) Add Rate as per item no 5.19 SH : RCC work cum 4.75 4953.50 23529.13 Deduct Rate as per item no 5.1.3 SH : RCC work cum 4.75 3359.60 (-) 15958.10 Cement mortar 1:2 for grout cum 0.025 3864.25 96.61 (Rate as per item no. 3.7) 9999 Wooden block @ 1 block per two piles L.S. 442.00 1.00 442.00 Pile shoes 7181 C.I. Shoes @ 80 kg per pile Kilogram 80.00 40.00 3200.00 7182 M.S. shoes @ 35 kg per pile Kilogram 35.00 35.00 1225.00 MACHINERY 0027 Hire and running charges of vibrating pile hour 0.38 28000.00 10640.00 driving hammer complete with power unit and accessories. 0028 Hire and running charges of crane 20 tonne hour 0.06 8000.00 480.00 capacity. LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 3.00 135.25 405.75 TOTAL 44245.17 Add 1% for water charges except on (A) 165.08 TOTAL 44410.25 Add 15% for contractor’s profit and overheads 2500.89 except on (A) Cost for 20 metre pile 46911.14 Cost for 1 metre pile 2345.56 Say 2345.55
- 587. 1174 20.5 Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia 40mm for grouting with cement sand grouting of mix 1:2 (1 cement: 2 coarse sand) under sufficient positive pressure to ensure complete filling including centring, shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.5 750 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x(0.75)2x20 = 10.88 cum (A) Rate as per item no 5.33 SH : RCC work cum 10.88 4147.40 45123.71 (A) Rate as per Item no 5.34.2 S.H.: R.C.C. work cum 10.88 98.20 1068.42 (A) Add Rate as per item no 5.19 SH : RCC work cum 10.88 4953.50 53894.08 (A) Deduct Rate as per item no 5.1.3 SH : RCC work cum 10.88 3 359.60 (-) 36552.45 Cement mortar 1:2 for grout cum 0.025 3 864.25 96.61 Rate as per item no. 3.7 9999 Wooden block @ 1 block per two piles L.S. 442.00 1.00 442.00 Pile shoes 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3 200.00 7182 M.S. shoes @ 35 kg per pile kilogram 35.00 35.00 1 225.00 MACHINERY 0027 Hire and running charges of vibrating pile hour 0.38 28 000.00 10640.00 driving hammer complete with power unit and accessories . 0028 Hire and running charges of crane 20 tonne hour 0.06 8 000.00 480.00 capacity. LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 3.00 135.25 405.75 TOTAL 80,041.30 Add 1 % for water charges except on (A) 165.80 TOTAL 80206.38 Add 15% for contractor’s profit and overheads 2500.89 except on (A) Cost for 20 metre pile 82707.27 Cost for 1 metre pile 4135.36 Say 4135.35 20.5 Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M 35 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia 40mm for grouting with cement sand grouting of mix 1:2(1 cement: 2 coarse sand) under sufficient positive pressure to ensure complete filling including centrings shuttering, driving and removing the steel casing pipe and lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap). 20.5.6 1000 mm dia piles. Code Description Unit Quantity Rate Amount Details of cost for 20 m length of pile MATERIAL Concrete -3.14/4x(1.00)2x20 =15.70 cum
- 588. 1175 Code Description Unit Quantity Rate Amount (A) Rate as per item no SH : RCC work cum 15.70 4147.40 65114.18 (A) Rate as per Item no S.H.: R.C.C. work cum 15.70 98.20 1541.74 (A) Add Rate as per item no 5.19 SH : RCC work cum 15.70 4953.50 77769.95 (A) Deduct Rate as per item no 5.J.3 SH : RCC work cum 15.70 3359.60 (-) 52745.72 Cement mortar 1:2 for grout cum 0.025 3864.25 96.61 Rate as per item no. 3.7 9999 Wooden block @ 1 block per two piles L.S. 442.00 1.00 442.00 Pile shoes 7181 C.I. Shoes @ 80 kg per pile kilogram 80.00 40.00 3200.00 7182 M.S. shoes @ 35 kg per pile kilogram 35.00 35.00 1225.00 MACHINERY 0027 Hire and running charges of vibrating pile hour 0.38 28000.00 10640.00 driving hammer complete with power unit and accessories . 0028 Hire and running charges of crane 20 tonne hour 0.06 8000.00 3040.00 capacity. LABOUR 0130 Work supervisor (Mistri) Day 0.12 151.50 18.18 0114 Beldar Day 3.00 135.25 405.75 TOTAL 110747.69 Add 1 % for water charges except on (A) 190.68 TOTAL 110938.37 Add 15% for contractor’s profit and overheads 2888.73 except on (A) Cost for 20 metre pile Cost for 1 metre pile 113827.10 Say 5691.36 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1 Single pile upto 50 tonne capacity 20.6.1.1 Initial test. Code Description Unit Quantity Rate Amount Details of cost for 1 test 7246 Cost per test Per test 1.00 19500.00 19500.00 TOTAL 19500.00 Add 1 % for water charges 195.00 TOTAL 19695.00 Add 15% for contractor’s profit and overheads 2954.25 Cost per test 22649.25 Say 22649.20 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1 Single pile upto 50 tonne capacity 20.6.1.2 Routine test Code Description Unit Quantity Rate Amount Details of cost for 1 test 7249 Cyclic verticle load testing of piles in per test 1.00 11500.00 11500.00 accordance with IS : 2911 (Part-IV) including prepration of pile head etc. for Single pile upto 50 tonne capacity
- 589. 1176 Code Description Unit Quantity Rate Amount TOTAL 11 500.00 Add 1 % for water charges 115.00 TOTAL 11615.00 Add 15% for contractor’s profit and overheads 1 742.25 Cost per test 13 357.25 Say 13 357.20 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-charge. 20.6.2 Single pile above 50 tonne and upto 100 tonne capacity 20.6.2.1Initial test Code Description Unit Quantity Rate Amount Details of cost for 1 test 7247 Cost per test per test 1.00 27500.00 27500.00 TOTAL 27500.00 Add 1 % for water charges 275.00 TOTAL 27775.00 Add 15% for contractor’s profit and overheads 4 166.25 Cost per test 31941.25 Say 31941.20 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-charge. 20.6.2 Single pile above 50 tonne and upto 100 tonne capacity 20.6.2.2 Routine test. Code Description Unit Quantity Rate Amount Details of cost for 1 test 7250 Cyclic verticle load testing of piles in per test 1.00 8000.00 18000.00 accordance with IS : 2911 (Part-IV) including prepration of pile head etc. forSingle pile above 50 tonne capacity pile and upto 100 tonne capacity pile TOTAL 18000.00 Add 1 % for water charges 180.00 TOTAL 18180.00 Add 15% for contractor’s profit and overheads 2727.00 Cost per test 20907.00 Say 20907.00
- 590. 1177 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-charge. 20.6.3 Group of two or more piles upto 50 tonne capacity 20.6.3.1 Initial test Code Description Unit Quantity Rate Amount Details of cost for 1 test 7248 Cost per test per test 1.00 37500.00 37500.00 TOTAL 37 500.00 Add 1% for water charges 375.00 TOTAL 37875.00 Add 15% for contractor’s profit and overheads 5681.25 Cost per test 43556.25 Say 43556.20 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-charge. 20.6.3 Group of two or more piles upto 50 tonne capacity 20.6.3.2 Routine test Code Description Unit Quantity Rate Amount Details of cost for 1 test 7251 Cost per test per test 1.00 23000.00 23000.00 TOTAL 23 000.00 Add 1 % for water charges 230.00 TOTAL 23 230.00 Add 15% for contractor’s profit and overheads 3 484.50 Cost per test 26 714.50 Say 26 714.50 20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice IS : 2911 (part IV) including preparation of pile head etc for. 20.7.1 Single pile. 20.7.1.1 Upto 50 tonne capacity pile. Code Description Unit Quantity Rate Amount Details of cost for 1 test 7249 cost per test per test 1.00 11500.00 11500.00 TOTAL 11 500.00 Add 1 % for water charges 115.00 TOTAL 11615.00 Add 15% for contractor’s profit and overheads 1742.25 Cost per test 13357.25 Say 13357.20
- 591. 1178 20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice IS : 2911 (part IV) including preparation of pile head etc for. 20.7.1 Single pile. 20.7.1.2 Above 50 tonne and upto 100 tonne capacity pile. Code Description Unit Quantity Rate Amount Details of cost for 1 test 7250 Cyclic verticle load testing of piles in per test 1.00 18000.00 18000.00 accordance with IS : 2911 (Part-IV) including prepration of pile head etc. forSingle pile above 50 tonne capacity pile and upto 100 tonne capacity pile TOTAL 18000.00 Add 1% for water charges’ 180.00 TOTAL 18180.00 Add 15% for contractor’s profit and overheads 2727.00 Cost per test 20907.00 Say 20907.00 20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice IS : 2911 (part IV) including preparation of pile head etc for. 20.7.2 Group of two piles. 20.7.2.1 Upto 50 tonne capacity each . Code Description Unit Quantity Rate Amount Details of cost for 1 test 7251 Cost per test per test 1.00 23000.00 23000.00 TOTAL 23000.00 Add 1 % for water charges 230.00 TOTAL 23230.00 Add 15% for contractor’s profit and overheads 3 484.50 Cost per test 26714.50 Say 26714.50 20.8 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : 20.8.1 Upto 50 tonne capacity pile. Code Description Unit Quantity Rate Amount Details of cost for 1 test 7252 Cost per test per test 1.00 11500.00 11500.00 TOTAL 11500.00 Add 1 % for water charges 115.00 TOTAL 11615.00 Add 15% for contractor’s profit and overheads 1742.25 Cost per test 13357.25 Say 13357.20 20.8 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : 20.8.2 Above 50 tonne and upto 100 tonne capacity pile. Code Description Unit Quantity Rate Amount Details of cost for 1 test 7253 Cost per test per test 1.00 18000.00 18000.00 TOTAL 18000.00 Add 1% for water charges 180.00 TOTAL 18180.00 Add 15% for contractor’s profit and overheads 2727.00 Cost per test 20907.00 Say 20907.00
- 592. 1179 SUB HEAD : 21.0 ALUMINIUM WORK
- 593. 1181 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately): 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Code Description Unit Quantity Rate Amount Details of cost for 40.02 kg MATERIAL : Aluminium Section (i) External member of the frame (Jindal section no 4605) V = 2x2.40 = 4.80 m H = 2x3x0.95 = 5.70 m = 10.50 m @ 1.653 kg/m = 17.36 kg (ii) Internal member of the frame (Jindal section no 4604) V = 2x2.40 = 4.80 m H = 1x3x0.95 = 2.85 m = 7.65 m @ 1.692 kg/m = 12.94 kg (iii) Aluminium snap beading on both side (Jindal section no 4407) 2x6x2 (1.14+0.95) = 50.16 m Snap beading = 50.16 m @ 0.176 kg/m = 8.33 kg (iv) Angle cleat 38x38x4.8 mm 50 mm long 18x0.05 = 0.900 m @ 0.985 kg/m = 0.89 kg Sub total =40.02 kg Add 5% wastage = 2.00 kg 7306 Total = 42.02 kg kilogram 42.02 195.00 8 193.90 0589 (v) C.P. brass /stainless steel screws 20 mm 100 Nos 72 63.00 45.36 for cleat angle 18x4 = 72 nos 7019 (vi) Dash hold fastners each 12 8.00 96.00 7389 (vii) Anodising kilogram 42.02 32.00 1344.64 9999 (viii) Carriage of material L.S. 52.00 1.00 52.00 LABOUR For fabrication of frame 0116 Fitter Day 0.62 151.50 93.93 0139 Beldar (Special) Day 0.54 138.45 74.76 0114 Beldar Day 0.36 135.25 48.69 0100 Bandhani Day 0.04 138.45 5.54 9999 Labour for drilling holes, hire charges of drill, L.S. 52.00 1.00 52.00 electricity charges, carriage of dash hold fastners & sundries TOTAL 10 006.82 Add 1 % for water charges 100.07 TOTAL 10 106.89 Add 15% for contractor’s profit and overheads 1516.03 Cost for 40.02 kg 11622.92 Cost for 1 kg 290.43 Say 290.45
- 594. 1182 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately): 2l.1.1 For fixed portion. 2.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Code Description Unit Quantity Rate Amount Details of cost for 40.02 kg MATERIAL : Aluminium Section (i) External member of the frame (Jindal section no 4605) V= 2x2.40 = 4.80 m H = 2x3x0.95 = 5.70 m = 10.50 m @ 1.653 kg/m = 17.36 kg (ii) Internal member of the frame (Jindal section no 4604) V- 2x2.40 = 4.80 m H= 1x3x0.95= 2.85 m = 7.65 m @ 1.692 kg/m = 12.94 kg (iii) Aluminium snap beading on both side (Jindal section no 4407) 2x6x2 (1.14+0.95) = 50.16 m Snap beading = 50.16 m @ 0.176 kg/m = 8.33 kg (iv) Angle cleat 38x38x4.8 mm 50 mm long 18x0.05 = 0.900 m @ 0.985 kg/m = 0.89 kg Sub total =40.02 kg Add 5% wastage = 2.00 kg 7306 Total = 42.02 kg Kilogram 42.02 195.00 8193.90 0589 (v) C.P. brass /stainless steel screws 20 mm 100 Nos 72 63.00 45.36 for cleat angle 18x4 = 72 nos 7019 (vi) Dash hold fastners each 12 8.00 96.00 7392 Epoxy powder coating 50 microns on Kilogram 42.02 45.00 1890.00 aluminium sections. 9999 (viii) Carriage of material L.S 52.00 1.00 52.00 LABOUR For fabrication of frame 0116 Fitter Day 0.62 151.50 93.93 0139 Beldar (Special) Day 0.54 138.45 74.76 0114 Beldar Day 0.36 135.25 48.69 0100 Bandhani Day 0.04 138.45 5.54 9999 Labour for drilling holes, hire charges of drill, L.S. 52.00 1.00 52.00 electricity charges, carriage of dash hold fastners & sundries TOTAL 10553.08 Add 1% for water charges 105.53 TOTAL 10658.61 Add 15% for contractor’s profit and overheads 1598.79 Cost for 40.02 kg 12257.40 Cost for 1 kg 306.28 Say 306.30
- 595. 1183 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately): 21.1.1 For fixed portion. 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) Code Description Unit Quantity Rate Amount Details of cost for 40.02 kg MATERIAL : Aluminium Section (i) External member of the frame (Jindal section no 4605) V= 2x2.40 = 4.80 m H = 2x3x0.95 = 5.70 m = 10.50 m @ 1.653 kg/m = 17.36 kg (ii) Internal member of the frame (Jindal section no 4604) V= 2x2.40 = 4.80 m H= 1x3x0.95= 2.85 m = 7.65 m @ 1.692 kg/m = 12.94 kg (iii) Aluminium snap beading on both side (Jindal section no 4407) 2x6x2 (1.14+0.95) = 50.16 m Snap beading = 50.16 m @ 0.176 kg/m = 8.33 kg (iv) Angle cleat 38x38x4.8 mm 50 mm long 18x0.05 = 0.900 m @ 0.985 kg/m = 0.89 kg Sub total =40.02 kg Add 5% wastage = 2.00 kg 7306 Total = 42.02 kg Kilogram 42.02 195.00 8193.90 0589 (v) C.P. brass /stainless steel screws 20 mm 100 Nos 72.0 63.00 45.36 for cleat angle 18x4 = 72 nos 7019 (vi) Dash hold fastners each 12.0 8.00 96.00 7393 Polyester powder coating 50 microns on Kilogram 42.02 50.00 2101.00 aluminium sections 9999 (viii) Carriage of material L.S. 52.00 1.00 52.00 LABOUR For fabrication of frame 0116 Fitter Day 0.62 151.50 93.93 0139 Beldar (Special) Day 0.54 138.45 74.76 0114 Beldar Day 0.36 135.25 48.69 0100 Bandhani Day 0.04 138.45 5.54 9999 Labour for drilling holes, hire charges of drill, L.S. 52.00 1.00 52.00 electricity charges, carriage of dash hold fastners & sundries TOTAL 10763.18 Add 1% for water charges 107.63 TOTAL 10870.81 Add p6% for contractor’s profit and overheads 1630.62 Cost for 40.02 kg 12501.43 Cost for 1 kg 312.38 Say 312.40
- 596. 1184 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately): 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Code Description Unit Quantity Rate Amount Details of cost for 20.21 kg MATERIAL (i) Hanging style (Jindal section no 4524) 1x2.35 = 2.35 m @ 2.53 kg/m = 5.95 kg (ii) Meeting style (Jindal section no 4526) 1x2.35 = 2.35 m @ 2.465 kg/m = 5.79 kg (iii) Top & bottom rail (Jindal section no 4510) 2x0.75 = 1.50 m @ 2.48 kg/m = 3.72 kg (iv) Lock rail (Jindal section no 4524) 1x0.75 = 0.75 m @ 2.53 kg/m = 1.90 kg (v) Glazing plate (Jindal section no 440) on one side of lock rail 1x0.75 = 0.75 m @ 0.459 kg/m = 0.34 kg (vi) Aluminium snap beading (Jindal section no 4497) on both side 2x2 (0.75+1.26) = 8.04 m 2x2 (0.75+0.81) = 6.24 m = 14.28 m @ 0.176 kg/m = 2.51 kg (vii) Aluminium angle cleat 38x38x4.8 mm 35 mm long 3x4x0.035 = 0.42 m @ 0.985 kg/m = 0.41 kg Sub total = 20.62 kg Add 5% wastage = 1.03 kg 7306 Total = 21.65 kg kilogram 21.65 195.00 4 221.75 0689 (viii) Aluminium hinges 100x75x4 mm 10 Nos 4.00 416.00 166.40 (ix) C.P. brass /stainless steel screws 20 mm For cleat 12x4 = 48 For cleat 4x8 = 32 For glazing plate @ 15 cm centre to centre in 75 cm length 2x6 = 12 0589 Total = 92 nos 100 Nos 92.00 63.00 57.96 7389 (x) Anodising AC 15 kilogram 21.65 32.00 692.80 9999 (xi) Carriage of material L.S. 31.20 1.00 31.20 7390 (xii) Neoprene/ PVC gasket in groove of metre 2.35 22.00 51.70 meeting style LABOUR For fabrication
- 597. 1185 Code Description Unit Quantity Rate Amount 0116 Fitter Day 0.32 151.50 48.48 0139 Beldar (Special) Day 0.28 138.45 38.77 0114 Beldar Day 0.18 135.25 24.34 0100 Bandhani Day 0.20 138.45 27.69 For fixing the shutter including hinges : 0111 Carpenter 1 st class Day 0.06 151.50 9.09 0114 Beldar Day 0.04 135.25 5.41 9999 Labour for making provision for fittings and L.S. 26.00 1.00 26.00 carriage of screws etc. including sundries TOTAL 5 401.59 Add 1 % for water charges 54.02 TOTAL. 5 455.61 Add 15% for contractor’s profit and overheads 818.34 Cost for 20.21 kg 6 273.95 Cost for lkg 310.44 Say 310.45 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer- in-charge. (Glazing and panelling to be paid for separately): 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Code Description Unit Quantity Rate Amount Details of cost for 20.21 kg MATERIAL (i) Hanging style (Jindal section no 4524) 1x2.35 = 2.35 m @ 2.53 kg/m = 5.95 kg (ii) Meeting style (Jindal section no 4526) 1x2.35 = 2.35 m @ 2.465 kg/m = 5.79 kg (iii) Top & bottom rail (Jindal section no 4510) 2x0.75 = 1.50 m @ 2.48 kg/m = 3.72 kg (iv) Lock rail (Jindal section no 4524) 1x0.75 = 0.75 m @ 2.53 kg/m = 1.90 kg (v) Glazing plate (Jindal section no 440) on one side of lock rail 1x0.75 = 0.75 m @ 0.459 kg/m = 0.34 kg (vi) Aluminium snap beading (Jindal section no 4497) on both side 2x2 (0.75+1.26) = 8.04 m 2x2 (0.75+0.81) = 6.24 m = 14.28 m@ 0.176 kg/m = 2.51 kg
- 598. 1186 Code Description Unit Quantity Rate Amount (vii) Aluminium angle cleat 38x38x4.8 mm 35 mm long 3x4x0.035 = 0.42 m @ 0.985 kg/m = 0.41 kg Sub total = 20.62 kg Add 5% wastage = 1.03 kg 7306 Total = 21.65 kg Kilogram 21.65 195.00 4221.75 0689 (viii) Aluminium hinges 100x75x4 mm 10 Nos 4.00 416.00 166.40 (ix) C.P. brass /stainless steel screws 20 mm For cleat 12x4 = 48 For cleat 4x8 = 32 For glazing plate @ 15 cm centre to centre in 75 cm length 2x6 = 12 0589 Total = 92 nos 100 Nos 92.00 63.00 57.96 7392 (x) Expoxy powoder coating 50micron on Kilogram 21.65 45.00 974.25 aluminium section 9999 (xi) Carriage of material L.S. 31.20 1.00 31.20 7390 (xii) Neoprene/ PVC gasket in groove of metre 2.35 22.00 51.70 meeting style LABOUR For fabrication 0116 Fitter Day 0.32 151.50 48.48 0139 Beldar (Special) Day 0.28 138.45 38.77 0114 Beldar Day 0.18 135.25 24.34 0100 Bandhani Day 0.20 138.45 27.69 For fixing the shutter including hinges: 0111 Carpenter 1st class Day 0.06 151.50 9.09 0114 Beldar Day 0.04 135.25 5.41 9999 Labour for making provision for fittings and L.S. 26.00 1.00 26.00 carriage of screws etc. including sundries TOTAL 5683.04 Add 1 % for water charges 56.83 TOTjAt 5739.87 Addjfb% for contractor’s profit and overheads 860.98 Cost for 20.21 kg 6600.85 Cost for 1 kg 326.61 Say 326.60 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately): 21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron).
- 599. 1187 Code Description Unit Quantity Rate Amount Details of cost for 20.21 kg MATERIAL (i) Hanging style (Jindal section no 4524) 1x2.35 = 2.35 m @ 2.53 kg/m = 5.95 kg (ii) Meeting style (Jindal section no 4526) 1x2.35 = 2.35 m @ 2.465 kg/m = 5.79 kg (iii) Top & bottom rail (Jindal section no 4510) 2x0.75 = 1.50 m @ 2.48 kg/m = 3.72 kg (iv) Lock rail (Jindal section no 4524) 1x0.75 = 0.75 m @ 2.53 kg/m = 1.90 kg (v) Glazing plate (Jindal section no 440) on one side of lock rail 1x0.75 = 0.75 m @ 0.459 kg/m = 0.34 kg (vi) Aluminium snap beading (Jindal section no 4497) on both side 2x2 (0.75+1.26) = 8.04 m 2x2 (0.75+0.81) = 6.24 m = 14.28 m @ 0.176 kg/m = 2.51 kg (vii) Aluminium angle cleat 38x38x4.8 mm 35 mm long 3x4x0.035 = 0.42 m @ 0.985 kg/m = 0.41 kg Sub total = 20.62 kg Add 5% wastage = 1.03 kg 7306 Total = 21.65 kg Kilogram 21.65 195.00 4221.75 0689 (viii) Aluminium hinges 100x75x4 mm 10 Nos 4.00 416.00 166.40 (ix) C.P. brass /stainless steel screws 20 mm For cleat 12x4 = 48 For cleat 4x8 = 32 For glazing plate @ 15 cm centre to centre in 75 cm length 2x6 = 12 0589 Total = 92 nos 100 Nos 92.0 63.00 57.96 7393 (X)Polyester powder coating 50 microns on Kilogram 21.65 50.00 1082.50 aluminium sections 9999 (xi) Carriage of material L.S. 31.20 1.00 31.20 7390 (xii) Neoprene/ PVC gasket in groove of metre 2.35 22.00 51.70 meeting style LABOUR For fabrication 0116 Fitter Day 0.32 151.50 48.48 0139 Beldar (Special) Day 0.28 138.45 38.77 0114 Beldar Day 0.18 135.25 24.34 0100 Bandhani Day 0.20 138.45 27.69 For fixing the shutter including hinges : 0111 Carpenter 1st class Day 0.06 151.50 9.09 0114 Beldar Day 0.04 135.25 5.41 9999 Labour for making provision for fittings and L.S. 26.00 1.00 26.00 carriage of screws etc. including sundries TOTAL 5791.29 Add 1% for water charges 57.91 TOTAL 5 849.20 Add 15% for contractor’s profit and overheads 877.38 Cost for 20.21 kg 6 726.58 Cost for 1 kg 332.83 Say 332.85
- 600. 1188 21.2 Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade 1 Type II in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. Code Description Unit Quantity Rate Amount Details of cost for 7 sqm MATERIAL 12 mm thick particle board = 7.00 sqm Add 5% wastage = 0.35 sqm 7477 = 7.35 sqm sqm 7.35 595.00 4 373.25 9999 Carriage of particle board L.S 13.65 1.00 13.65 9999 Sundries & screws etc. L.S. 27.30 1.00 27.30 LABOUR: 0112 Carpenter 2nd class Day 0.90 141.60 127.44 0114 Beldar Day 1.00 135.25 135.25 TOTAL 4 676.89 Add 1% for water charges 46.77 TOTAL 4 723.66 Add 15% for contractor’s profit and overheads 708.55 Cost for 7 sqm 5 432.21 Cost for 1 sqm 776.03 Say 776.05 21.2 Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade 1 Type 11, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.2 Prelaminated particle board with decorative lamination on both sides. Code Description Unit Quantity Rate Amount Details of cost for 7 sqm MATERIAL 12 mm thick particle board = 7.00 sqm Add 5% waistage = 0.35 sqm. 7480 Total =7.35 sqm sqm 7.35 625.00 4593.75 9999 Carriage of particle board L.S. 13.65 1.00 13.65 9999 Sundries & screws etc. L.S. 27.30 1.00 27.30 LABOUR: 0112 Carpenter 2nd class Day 0.90 141.60 127.44 0114 Beldar Day 1.00 135.25 135.25 TOTAL 4897.39 Add 1 % for water charges 48.97 TOTAL- 4 946.36 Add 15% for contractor’s profit and overheads 741.95 Cost for 7 sqm 5 688.31 Cost for 1 sqm 812.62 Say 812.60
- 601. 1189 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Code Description Unit Quantity Rate Amount Details of cost for 1.00 sqm MATERIAL FloatGlass panes 4.00 mm thick 1.00 sqm Add for waistage and brecakage 10%-0.10 sqm. 2406 Total =1.10 sqm. sqm 1.10 248.00 272.80 9999 Carriage of glass L.S. 2.42 1.00 2.42 7390 Neoprene/ PVC gasket metre 6.00 22.00 132.00 LABOUR: 0112 Glazier Day 0.23 141.00 32.57 0114 Beldar Day 0.23 135.00 31.11 9999 Sundries and carriage of gasket L.S. 6.89 1.00 6.89 TOTAL 477.79 Add 1% for water charges 4.78 TOTAL 482.57 Add 15% for contractor’s profit and overheads 72.39 Cost for 1 sqm 554.96 Say 554.95 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5.50 mm thickness Code Description Unit Quantity Rate Amount Details of cost for 1.00 sqm MATERIAL Glass panes 5.50 mm thick = 1.00 sqm Add for waistage and brcakge 10%= 0.10 sqm 2407 Total =1.00 sqm sqm 1.10 340.00 374.00 9999 Carriage of glass L.S. 3.33 1.00 3.33 7390 Neoprene/ PVC gasket metre 6 .00 22.00 132.00 LABOUR: 0112 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.23 135.25 31.11 9999 Sundries and carriage of gasket L.S. 6.89 1.00 6.89 TOTAL 579.90 Add 1% for water charges 5.80 TOTAL 585.70 Add 15% for contractor’s profit and overheads 87.86 Cost for 1 sqm 673.56 Say 673.55 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
- 602. 1190 21.3.3 With float glass panes of 8 mm thickness Code Description Unit Quantity Rate Amount Details of cost for 1.00 sqm MATERIAL A Float Glass Pones 8.00 mm thick = 1.00 sqm Add for waistage and brcakge 10%= 0.10 sqm 2406 Total =1.10 sqm sqm 1.10 248.00 272.80 9999 Carriage of glass L.S. 3.33 1.00 3.33 7390 Neoprene/ PVC gasket metre 6.00 22.00 132.00 LABOUR: 0112 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.23 135.25 31.11 9999 Sundries and carriage of gasket L.S. 6.89 1.00 6.89 TOTAL 478.70 Add 1 % for water charges 4.79 TOTAL 483.49 Add 15% for contractor’s profit and overheads 72.52 Cost for 1 sqm 556.01 Say 556.00 21.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-chargs. 21.4.1 With stainless steel cover plate Code Description Unit Quantity Rate Amount Details of cost for one number MATERIAL 7394 Double action hydraulic floor spring with each 1.00 1 400.00 1400.00 sfainlessysteel cover plate 9999 Carriage L.S. 13.00 1.00 13.00 9999 Sundries and screws L.S. 26.00 1.00 26.00 Cement concrete 1:2:4 (A) (Rate as per item no 4.1.3 SH : CC) cum 0.002 3257.45 6.51 LABOUR: For cutting hole and making it good 0123 Mason 1st class Day 0.08 151.50 12.12 0124 Mason 2nd class Day 0.08 141.60 11.33 0112 Carpenter 2nd class for fixing Day 0.01 141.60 1.42 0114 Beldar Day 0.17 135.25 22.99 TOTAL 1493.37 Add 1 % for water charges except on (A) 14.87 TOTAL 1508.24 Add 15% for contractor’s profit and overheads 225.26 except on (A) Cost for each 1733.50 Say 1733.50 21.4 Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
- 603. 1191 21.4.2 With brass cover plate Code Description Unit Quantity Rate Amount Details of cost for one number MATERIAL 7396 Double action hydraulic floor spring with each 1.0 1550.00 1 550.00 brass cover plate 9999 Carriage L.S. 13.00 1.00 13.00 9999 Sundries and screws L.S. 26.00 1.00 26.00 Cement concrete 1:2:4 (A) (Rate as per item no 4.1.3 SH : CC) cum 0.002 3257.45 6.51 LABOUR: For cutting hole and making it good 0123 Mason 1 st class Day 0.08 151.50 12.12 0124 Mason 2nd class Day 0.08 141.60 11.33 0112 Carpenter 2nd class for fixing Day 0.01 141.60 1.42 0114 Beldar Day 0.17 135.25 22.99 TOTAL 1643.37 Add 1 % for water charges except on (A) 16.37 TOTAL 1659.74 Add 15% for contractor’s profit and overheads 247.98 except on (A) Cost for each 1907.72 Say 1907.70 21.5 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6«mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). Code Description Unit Quantity Rate Amount Details of cost for 6.35 kg (2.40x2.40 = 5.76 sqm) MATERIAL (i) Aluminium main runner - assuming Tee of size 35x23.5x1.5 mm @ 600 mm centre to centre 3.00x2.40m, =7.20m Extra for light fittings 2x1.20 m = 2.40 m = 9.60 m @ 0.247 kg/m = 2.370 kg Aluminium cross runner - assuming Tee of size 35x23.5x1.5 mm @ 600 mm centre to centre 3x4x0.60 m = 7.20 m (-) 2x0.30 = (-) 0.60 m =6.60 m @ 0.247 kg/m = 1.630 kg Perimeter angle aluminium - assuming size 25.4x25.4xl .63 mm @ 600 mm centre to centre 4x2.40 m = 9.60 m @ 0.213 kg/m = 2.045 kg (ii) CLEATS Aluminium angle- assuming size
- 604. 1192 Code Description Unit Quantity Rate Amount 25.4x25.4xl.63 mm Extra for light fittings =3x2x2 = 12.00 Corner = 4.00 For joining runners = 42.00 = 58.00x0.025 = 1.45 m@ 0.213 kg/m = 0.309 kg Sub total =6.354 kg Add 5% wastage = 0.318 kg 7306 = 6.672 kg Kilogrm 6.672 195.00 1301.04 0589 (iii) C.P. brass/ stainless steel screws 20 mm 100 Nos 1.16 63.00 0.73 for angle cleats 7048 (iv) Rawl plug for fixing perimeter angles each 24.0 7.00 168.00 7392 Epoxy powder coating 50 microns on Kilogram 6.67 45.00 300.15 aluminium sections, 9999 (vi) Carriage of material L.S. 13.00 1.00 13.00 9999 (vii) C.P. brass screws for fixing frame with L.S. 13.00 1.00 13.00 suspenders LABOUR For fabrication and erection 0111 Carpenter 1st class Day 0.64 151.50 96.96 0114 Beldar Day 0.64 135.25 86.56 Scaffolding and sundries L.S. 13.00 1.00 13.00 TOTAL 1992.44 Add 1% for water charges 19.92 TOTAL 2012.36 Add 15% for contractor’s profit and overheads 301.85 Cost for 6.35 kg 2314.21 Cost for 1 kg 364.44 Say 364.45 21.6 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length) fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60mm long and expansion hold fasteners 12.5 mm dia. 40mm long complete as per direction of Engineer -in-charge. Code Description Unit Quantity Rate Amount Details of cost for 23 nos (hangers in 2.40 mx 2.40 m = 5.76 sqm)one number MATERIAL 6 mm dia G.I. adjustable hangers including clips (upto 1.20 metre length) For light fiting 2x4=8.00 Nos For runners = 15.00 total = 23.00 Nos 7395 6 mm dia. G.I. adjustable hangers including each 23.00 25.00 575.00 clips (upto 1.2 m length) Ceiling cleats G.I. flat 40X3 mm 60mm long 23x0.06= 1.38m@0.95kg/m= 1.31kg Add 5% wastage = 0.07 kg 0992 = 1.38 kg quintal 0.014 3450.00 48.30 7388 Dash fastner 12.5 mm dia 40 mm long with 6 each 23.0 30.00 690.00 mm dia bolts 9999 Carriage of materials L.S. 5.20 1.00 5.20
- 605. 1193 Code Description Unit Quantity Rate Amount LABOUR: 0111 Carpenter 1 st class Day 0.35 151.50 53.02 0114 Beldar Day 0.27 135.25 36.52 TOTAL 1408.04 Add 1 % for water charges 14.08 TOTAL 1422.12 Add 15% for contractor’s profit and overheads 213.32 Cost for 23 hangers 1635.44 Cost for one hanger 71.11 Say 71.10 21.7 Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4mm dia. stem, 30mm long and aluminium washers 2mm thick, 15mm dia. at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete. 21.7.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Code Description Unit Quantity Rate Amount Details of cost for 7.00 kg MATERIAL Anodised aluminium sheet 2.5 mm thick, 170 mm wide 5.88m x0.17m = 1.00 sqm @ 7.00 Kg/sqm = 7.00kg Add 5% wastage = 0.035 kg 2704 Total = 7.35 kg kilogram 7.35 195.00 1 433.25 7389 Anodising 15 microns on aluminium sections kilogram 7.35 32.00 235.20 7347 Cadmium plated full threaded steel screws 30 100 Nos 30.00 23.00 6.90 mm x 4 mm dia 7348 Aluminium washers 2 mm 15 mm dia 100 Nos 30.00 7.00 2.10 7313 Expandable plastic sleeves each 30.00 7.00 210.00 9999 Carriage of materials L.S. 6.50 1.00 6.50 LABOUR 0112 Carpenter 2nd class Day 0.392 141.60 55.51 0114 Beldar Day 0.392 135.25 53.02 9999 Sundries including machine work L.S. 21.45 1.00 21.45 TOTAL 2023.93 Add 1% for water charges 20.24 TOTAL 2044.17 Ada 15% for contractor’s profit and overheads 306.63 Cost for 7.00 kg 2350.80 Cost for 1 kg 335.83 Say 335.85 21.7 Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving screws, over expansion joints on vertical surfaces/ceilings with full threaded, cadmium plated steel screws 4mm dia. stem, 30mm long and aluminium
- 606. 1194 washers 2mm thick, 15mm dia. at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface ancTproviding expandable plastic sleeves in holes etc. complete. 21.7.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) Code Description Unit Quantity Rate Amount Details of cost for 7.00 kg MATERIAL Anodised aluminium sheet 2.5 mm thick, 170 mm wide 5.88 mm x0.17m =1.00 m@ 7.00kg/sqm wide Add 5% wastage = 0.35 kg 2704 Total = 7.35 kg kilogram 7.35 195.00 1433.25 7392 Epoxy powder coating 50 microns on kilogram 7.35 45.00 330.75 aluminium sections. 7347 Cadmium plated full threaded steel screws 30 100 Nos 30 23.00 6.90 mm x 4 mm dia 7348 Aluminium washers 2 mm 15 mm dia 100 Nos 30 7.00 2.10 7313 Expandable plastic sleeves each 30 7.00 210.00 9999 Carriage of materials L.S 6.50 1.00 6.50 LABOUR 0112 Carpenter 2nd class Day 0.392 141.60 155.51 0114 Beldar Day 0.392 135.25 53.02 9999 Sundries including machine work L.S. 21.45 1.00 21.45 TOTAL 2119.48 Add 1 % for water charges 21.19 TOTAL 2140.67 Add 15% for contractor’s profit and overheads 321.10 CostTor 7.00 kg 2461.77 Cost for 1 kg 351.68 Say 351.70 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 21.8.1 Upto 5mm depth and 5 mm width Code Description Unit Quantity Rate Amount Details of cost for 1 metre MATERIAL 8646 Silicon sealant (i/c 5% wastage) Cartridge 0.087 281.00 24.45 8654 Masking tape. metre 2.00 1.40 2.80 9999 Sundries & profile L.S 2.60 1.00 2.60 9999 Labour L.S 20.80 1.00 20.80 TOTAL 50.65 Add 1 % for water charges , 0.51 TOTAL 51.16 Add 15 % for contractor’s profit and overheads 7.67 Cost for 1 sqm 58.83 Cost for 1 sqm 58.83 Say 58.85
- 607. 1195 21.9 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. 21.9.1 For fixed portion Code Description Unit Quantity Rate Amount Details of cost for 41.09 kg 7391 Anodising 25 microns on aluminium sections Kilogram 41.09 40.00 1643.60 7389 Anodising 15 microns on aluminium sections Kilogram 41.09 32.00 (-)1314.88 Difference 328.72 Add 1 % for water charges 3.29 TOTAL 332.01 Add 15% for contractor’s profit and overheads 49.80 Cost for 41.09 kg 381.81 Cost for 1 kg 9.29 Say 9.30 21.9 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. 21.9.2 For shutters of doors, windows & ventilators. Code Description Unit Quantity Rate Amount Details of cost for 21.65 kg 7391 Anodising 25 microns on aluminium sections kilogram 21.65 40.00 866.00 7389 Anodising 15 microns on aluminium sections kilogram 21.65 32.00 (-)692.80 Difference 173.20 Add 1% for water charges 1.73 TOTAL 174.93 Add 15% for contractor’s profit and overheads 26.24 Cost for 21.65kg 201.17 Cost for 1 kg 9.29 Say 9.30 21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, silicon sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete. Code Description Unit Quantity Rate Amount Details of cost for 1.00 sqm MATERIAL Hermetically sealled double glazed unit made with 6mm thick clear float glass both side having 12 mm air gap. = 1.00 sqm Add for wastage & breakage @ 10% = 0.10sqm Total =1.10sqm 8648 Hermetically sealled double glazed unit made sqm 1.10 1980.00 2178.00 with 6mm thick clear float glass both side having 12 mm air gap. 9999 Carriage of glass L.S. 6.66 1.00 6.66 7390 Neoprin/EPDM rubber gasket metre 6.00 2.00 132.00 LABOUR:
- 608. 1196 Code Description Unit Quantity Rate Amount 0112 Glazier Day 0.23 141.60 32.57 0114 Beldar Day 0.46 135.25 62.22 9999 Sundries and carriage of gasket L.S. 6.89 1.00 6.89 TOTAL 2418.34 Add 1% for water charges 24.18 TOTAL 2442.52 Add ra% for contractor’s profit and overheads 366.38 Cost for 1 sqm 2808.90 Say 2808.90 21.11 Providing and fixing stainless steel (SS-304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 21.11.1 205X19mm Code Description Unit Quantity Rate Amount Details of cost sor 10 nos. MATERIAL 8649 Stainless steel (SS 304 grade) adjustable each 10 145.60 1 456.00 friction window stay. 205 x 19mm 8647 Stainless steal screws 30mm x4mm. cent 0.40 25.00 10.00 9999 Carriage L.S. 2.73 1.00 2.73 LABOUR: 0112 Carpenter 2nd class Day 0.14 141.60 19.82 0114 Beldar Day 0.14 135.25 18.94 TOTAL 1507.49 Add 1 % for water charges 15.07 TOTAL 1522.56 Add15% for contractor’s profit and overheads 228.38 Cost for 10 nos 1750.94 Cost for each 175.09 Say 175.10 21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 21.11.2 255X19mm Code Description Unit Quantity Rate Amount Details of cost sor 10 nos. MATERIAL 8650 Stainless steel (SS 304 grade) adjustable each 10.00 161.20 1612.00 friction window stay 255 x 19mm 8647 Stainless steal screws 30mm x4mm. cent 0.40 25.00 10.00 9999 Carriage L.S. 2.73 1.00 2.73 LABOUR: 0112 Carpenter 2nd class Day 0.14 141.60 19.82 0114 Beldar Day 0.14 135.25 18.94 TOTAL 1663.49 Add 1 % for water charges 16.63 TOTAL 1680.12 Add 15% for contractor’s profit and overheads 252.02 Cost for 10 nos 1932.14 Cost for each 193.21 Say 193.20
- 609. 1197 21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. , 21.11.3 355X19 mm Code Description Unit Quantity Rate Amount Details of cost sor 10 nos. MATERIAL 8651 Stainless steel (SS 304 grade) adjustable each 10.00 208.00 2080.00 friction window stay. 355 x 19mm 8647 Stainless steal screws 30mm x4mm. cent 0.40 25.00 10.00 9999 Carriage L.S. 2.73 1.00 2.73 LABOUR: 0112 Carpenter 2nd class Day 0.14 141.60 19.82 0114 Beldar Day 0.14 135.25 18.94 TOTAL 2 131.49 Add 1 % for water charges 21.31 TOTAL- 2 152.80 Add 15% for contractor’s profit and overheads 322.92 Cost for 10 nos 2 475.72 Cost for each 247.57 Say 247.55 21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete. 21.11.4 510X19mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. MATERIAL 8652 Stainless steel (SS 304 grade) adjustable each 10 390.00 3900.00 friction window stay. 510x19mm 8647 Stainless steal screws 30mm x4mm. cent 0.40 25.00 10.00 9999 Carriage L.S. 2.73 1.00 2.73 LABOUR: 0112 Carpenter 2nd class Day 0.14 141.60 19.82 0114 Beldar Day 0.14 135.25 18.94 TOTAL 3 951.49 Add 1 % for water charges 39.51 TOTAL- 3 991.00 Add15% for contractor’s profit and overheads 598.65 Cost for 10 nos 4 589.65 Cost for each 458.97 Say 458.95 21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.
- 610. 1198 21.11.5 710X19mm Code Description Unit Quantity Rate Amount Details of cost for 10 nos. MATERIAL 8653 Stainless steel (SS 304 grade) adjustable each 10 715.00 7 150.00 friction window stay. 710 x 19mm 8647 Stainless steel screws 30mm x4mm. cent 0.40 25.00 10.00 9999 Carriage L.S. 2.73 1.00 2.73 LABOUR: 0112 Carpenter 2nd class Day 0.14 141.60 19.82 0114 Beldar Day 0.14 135.25 18.94 TOTAL 7 201.49 Add 1% for water charges 72.01 TOTAL 7 273.50 Add 15% for contractor’s profit and overheads 1 091.03 Cost for 10 nos 8 364.53 Cost for each 836.45 Say 836.45 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in- Charge. 21.12.1 Anodized (AC 15 ) aluminium tubular handle bar Code Description Unit Quantity Rate Amount Details of cost for 10 nos handle bar. Materials 10x22/7 x 1/4 (0.032x0.032 - 0.026 x 0.026) x 2.10 = 0.0057 cum 0.0057 cum @ 2710 kg/ cum = 15.56kg Add 5% wastage 0.78 kg Total 16.34 kg 7306 Aluminium T or L sections kilogram 16.34 195.00 3186.30 7389 Anodising 15 microns on aluminium sections kilogram 16.34 32.00 522.88 9999 Carriage of material L.S. 4.42 1.00 4.42 8647 Stainless steal screws 30mm x4mm. cent 0.08 25.00 2.00 Labour 0111 Carpenter 1st class. Day 0.125 151.50 18.94 Total 3734.54 Add 1% water charges 37.35 Total 3771.89 Add 15% contractor profit and overheads 565.78 Cost of 10 nos 4337.67 Cost of 1 no 433.77 Say 433.75 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS scrwes etc .complete as per direction of Engineer-in- Charge. 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar. Code Description Unit Quantity Rate Amount Details of cost for 10 nos handle bar. Materials 10x22/7 x 1/4 (0.032x0.032 - 0.026 x 0.026) x 2.10 = 0.0057 cum
- 611. 1199 Code Description Unit Quantity Rate Amount 0.0057 cum @ 2710 kg/ cum = 15.56kg Add 5% wastage = 0.78 kg Total = 16.34 kg 7306 Aluminium T or L sections kilogram 16.34 195.00 3186.30 7392 Epoxy powder coating 50 micron on kilogram 16.34 45.00 735.30 aluminium sections. 9999 Carriage of material L.S. 4.42 1.00 4.42 8647 Stainless steal screws 30mm x4mm. cent 0.08 25.00 2.00 Labour 0111 Carpenter 1 st class Day 0.125 151.50 18.94 Total 3946.96 Add 1% water charges 39.47 Total 3986.43 AddJ15% contractor profit and overheads 597.96 Cost of 10 nos 4584.39 Cost of 1 no 458.44 Say 458.45 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. 21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar Code Description Unit Quantity Rate Amount Details of cost for 10 nos handle bar. Materials 10x22/7 x 1/4 (0.032x0.032 - 0.026 x 0.026) x 2.10 = 0.0057 0.0057 cum @ 2710 kg/cum = 15.56kg Add 5% wastage = 0.78 kg Total =16.34 kg 7306 Aluminium T or L sections Kilogram 16.34 195.00 3186.30 7393 Polyester powder coating 50 microns on Kilogram 16.34 50.00 817.00 aluminium sections 9999 Carriage of material L.S. 4.42 1.00 4.42 8647 Stainless steal screws 30mm x4mm. cent 0.08 25.00 2.00 Labour 0111 Carpenter 1 st class Day 0.125 151.50 18.94 Total 4028.66 Add 1 % water charges 40.29 Total 4068.95 Add 15% contractor profit and overheads 610.34 Cost of 10 nos 4679.29 Cost of 1 no 467.93 Say 467.95 21.13 Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. Code Description Unit Quantity Rate Amount Detail of cost for 1 nos. Materials Brass 100 mm mortice latch and lock with6 each 1.00 150.00 150.00 7001 levers without pair of handles
- 612. 1200 Code Description Unit Quantity Rate Amount Labour 0111 Carpenter 1 st class Day 0.17 151.50 25.76 9999 Sundry and screws L.S. 3.64 1.00 3.64 Total 179.40 Add for water charges @ 1 % 1.79 Total 181.19 Add for contractor’s profit and overhead @ 27.18 15% Cost of 1 no 208.37 Say 208.35 21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS : 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS : 1285 fixed with rawl plugs and stainless steel screws etc. Code Description Unit Quantity Rate Amount Details of cost for 4.082kg MATERIAL : Aluminium Section (i) External member of the frame (Jindal section no TU/ 3644) V = 2x2.00 = 4.00 m H = 2x1.20 = 2.40 m = 6.40 m @ 0.607 kg/m = 3.885kg Angle cleat 38x38x4.8 mm 50 mm long 4x0.05 = 0.200 m @ 0.985 kg/m = 0.197 kg sub total = 4.082kg. Add 5% wastage = 0.204kg 7306 Total = 4.276kg kilogram 4.286 195.00 835.77 0589 C.P. brass /stainless steel screws 20 mm 100 Nos 8.00 63.00 5.04 for cleat angle. 7019 Dash hold fastners each 8.00 8.00 64.00 7389 Anodising kilogram 4.286 32.00 137.15 9999 Carriage of material L.S. 5.20 1.00 5.20 LABOUR For fabrication of frame 0116 Fitter Day 0.04 151.50 6.06 0139 Beldar (Special) Day 0.04 138.45 5.54 0114 Beldar Day 0.02 135.25 2.70 0100 Bandhani Day 0.01 138.45 1.38 9999 Labour for drilling holes, hire charges of drill, L.S. 5.20 1.00 5.20 electricity charges, carriage of dash hold fastners & sundries TOTAL 1068.04 Add 1 % for water charges 10.68 TOTAL 1078.72 Add 15% for contractor’s profit and overheads 161.81 Cost for 4.082 kg 1240.53 Cost for 1 kg 303.90 Say 303.90
- 613. 1201 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.1 Anodized(AC 15) aluminium Code Description Unit Quantity Rate Amount Detail of cost for 10 nos. Materials 8660 Aluminium casement window fastner each 10.00 30.00 300.00 (Anodised AC 15 ) 8666 Stainless steel screws 25mm x4mm cent 0.40 21.00 8.40 Labour 0111 Carpenter 1st class Day 0.06 151.50 9.09 9999 Carriage of materials L.S. 2.73 1.00 2.73 Total 320.22 Add for water charges @ 1% 3.20 Total 323.42 Add for contractor’s profit and overhead @ 48.51 15% Cost of 10 nos 371.93 Cost of 1 nos 37.19 Say 37.20 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.2 Powder coated minimum thickness 50 micron aluminium. Code Description Unit Quantity Rate Amount Detail of cost for 10 nos. Materials 8661 Aluminium casement window fastner (powder each 10.00 33.00 330.00 coated). 8666 Stainless steel screws 25mm x4mm cent 0.40 21.00 8.40 Labour 111 Carpenter 1 st class Day 0.06 151.50 9.09 9999 Carriage of materials L.S. 2.73 1.00 2.73 Total 350.22 Add for water charges @ 1% 3.50 Total 353.72 Add for contractor’s profit and overhead @ 53.06 15% Cost of 10 nos 406.78 Cost of 1 nos 40.68 Say 40.70 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.3 Polyester powder coated minimum thickness 50 micron aluminium . Code Description Unit Quantity Rate Amount Detail of cost for 10 nos. Materials 8662 Aluminium casement window fastner each 10.00 35.00 350.00 (polyester powder coated). 8666 Stainless steel screws 25mm x4mm cent 0.4 21.00 8.40 Labour
- 614. 1202 Code Description Unit Quantity Rate Amount 111 Carpenter 1st class Day 0.06 151.50 9.09 9999 Carriage of materials L.S. 2.73 1.00 2.73 Total 370.22 Add for water charges @ 1 % 3.70 Total 373.92 for contractor’s profit and overhead @ 56.09 15% Cost of 10 nos 430.01 Cost of 1 nos 43.00 Say 43.00 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge 21.16.1 Anodized (AC 15 ) aluminium Code Description Unit Quantity Rate Amount Detail of cost for 10 nos. Materials 8663 Aluminium round shape handle (anodised AC each 10.00 37.00 370.00 15) 8666 Stainless steel screws 25mm x4mm cent 0.40 21.00 8.40 Labour 0111 Carpenter 1 st class Day 0.06 151.50 9.09 9999 Carriage of materials L.S. 2.73 1.00 2.73 Total 390.22 Add for water charges @ 1 % 3.90 Total 394.12 Add for contractor’s profit and overhead @ 59.12 15 % Cost of 10 nos 453.24 Cost of 1 nos 45.32 Say 45.30 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge. 21.16.2 Powder coated minimum thickness 50 micron aluminium. Code Description Unit Quantity Rate Amount Detail of cost for 10 nos. Materials 8664 Aluminium round shape handle (powder each 10.00 41.00 410.00 coated) 8666 Stainless steel screws 25mm x4mm cent 0.40 21.00 8.40 Labour 0111 Carpenter 1 st class Day 0.06 151.50 9.09 9999 Carriage of materials L.S. 2.73 1.00 2.73 Total 430.22 Add for water charges @ 1 % 4.30 Total 434.52 Add for contractor’s profit and overhead @ 65.18 15% Cost of 10 nos 499.70 Cost of 1 nos 49.97 Say 49.95
- 615. 1203 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge. 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium . Code Description Unit Quantity Rate Amount Detail of cost for 10 nos. Materials 8665 Aluminium round shape handle (polyester each 10.00 43.00 430.00 powder coated). 8666 Stainless steel screws 25mm x4mm cent 0.40 21.00 8.40 Labour 0111 Carpenter 1st class Day 0.06 151.50 9.09 9999 Carriage of materials L.S. 2.73 1.00 2.73 Total 450.22 Add for water charges @ 1% 4.50 Total 454.72 Add for contractor’s profit and overhead @ 68.21 15% Cost of 10 nos 522.93 Cost of 1 nos 52.29 Say 52.30
- 616. 1205 SUB HEAD : 22.0 WATER PROOFING
- 617. 1207 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) 1st layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound . ii) 2nd layer of 25mm thick cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportions. iii) Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. 22.1.1 Using rough kota stone. Code Description Unit Quantity Rate Amount Details of cost for 10.00 sqm MATERIAL Ist layer Cement mortar 1:3 for fixing of stone 10 x 0.025 = 0.25 cum 0.25 3169.60 792.40 (Rate as per item no. 3.8) 1169 Kota stone slab = 10 sqm Wastage @ 10% = 1sqm Total = 11 sqm sqm 11.00 150.00 1650.00 2216 Cartage 11x0.025 @2330 kg/m3 = 0.64 t tonne 0.64 47.29 30.27 Cement mortar 1:3 10x0.025 = 0.25 cum Wastage @ 12% = 0.03 cum Total = 0.28 cum(Rate as per item no.3.8) cum 0.28 3169.60 887.49 Cement for slurry Bed 2x10.00 @ 2kg/m3 = 40.00 kg Joints 4x3.7x0.02x0.037 = 0.011 cum 25x0.6x0.02x0.037 = 0.011 cum = 0.022 cum @ 1440 kg/cum =31.68 kg 0367 Total = 71.88 kg or 0. 72 t tonne 0.072 4500.00 324.00 2209 Carriage of cement tonne 0.072 47.29 3.40 Water proofing material Mortar = 0.25 + 0.28 = 0.53 cum Cement in 0.53 cum @ 5.1 q/cum = 2.7 quintal Cement in slurry = 0.73 quintal = 3.43 quintal @ 1 kg for 50 kg of cement 1213 i.e. 6.86 kg kilogram 6.86 20.00 137.20 12 mm stone grit @ 8 cudm/sqm 0296 1x10.3x8x1/1000 = 0.08 cum cum 0.08 700.00 56.00 Carriage 2202 Labour for base mortar & kota stone laying cum 0.08 53.21 4.26 i/c slurry job Mason 2nd class 0125 Beldar Day 1.20 141.60 169.92 0114 Coolie Day 1.00 135.25 135.25 0115 Labour for top layer & spreading stone grit Day 1.00 135.25 135.25
- 618. 1208 Code Description Unit Quantity Rate Amount Mason 2nd class 0125 Beldar Day 1.08 141.60 152.93 0114 Bhisti Day 1.08 135.25 146.07 0101 Sundries Day 0.45 138.45 62.30 9999 TOTAL L.S 6.24 1.00 6.24 Add 1% for water charges 4692.98 TOTAL 46.93 Ada 15% for contractor’s profit and overheads 4739.91 Cost for 10.00 sqm 710.99 Cost for 1 sqm 5450.90 Say 545.09 545.10 22.2 Providing and laying integral cement based treatment for water proofing on the ver- tical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended pro- portions with a gap of 20mm (minimum) between stone slabs and the receiving sur- faces and filling the gaps with neat cement slurry mixed with water proofing com- pound and finishing the exjerior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing com- pound in recommended proportion complete at all levels and as directed by Engi- neer-in-charge : 22.2.1 Using rough Kota stone Code Description Unit Quantity Rate Amount Details of cost for10.00sqm. MATERIAL 1st layer Kota stone slab = 10 sqm Wastage 10% = 1 sqm 1169 Total = 11 sqm sqm 11.00 150.00 1650.00 2216 Cartage 11x0.025 @ 2330 kg/m3 = 0.64t tonne 0.64 47.29 30.27 Cement slurry for jointing 6x3.70 = 22.20 m 7x2.78= 19.46 m =41.66x0.025x0.012 = 0.013 cum Cement slurry for filling 20 mm gap 10x0.02 = 0.200 cum 0367 = 0.213 cum @ 1440 kg/cum = 306.70 kg or tonne 0.31 4500.00 1395.00 0.307 t 2209 Carriage tonne 0.31 47.29 14.66 Cement plaster 1:3 with neat cement punning) (A) (Rate as per item no. 13.9.2 ) sqm 10.00 153.98 1539.80 Water proofing material Cement slurry = 0.31 t = 310 kg Cement plaster 1:3 @ 13.62 q/100sqm = 136.20 kg 1213 Total = 446.20 kg @ 1 kg for 50 kg of cement kilogram 8.90 20.00 178.00 i.e. 8.90 kg LABOUR Fixing of Kota stone and applying cement & applying slurry. 424.80
- 619. 1209 Code Description Unit Quantity Rate Amount 0125 Mason 2nd class Day 3.00 141.60 424.80 0114 Beldar Day 3.00 135.25 405.75 0115 Coolie Day 1.00 135.25 135.25 9999 Sundries and scaffolding L.S 18.20 1.00 18.20 TOTAL 5791.73 Add 1% for water charges except on (A) 42.52 TOTAL 5834.25 Add 15% for contractor’s profit and overheads 644.17 except on (A) Cost for 10.00sqm 6478.42 Cost for 1 sqm 647.84 Say 647.85 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : (i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) Ilnd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) Illrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIAL 0367 Cement slurry @ 4.4 kg/sqm = 44.00 kg or tonne 0.044 4500.00 198.00 0.044 t 2209 Carriage tonne 0.044 47.29 2.08 Cement plaster 1:3 (20 mm thick) Materials : Cement mortar1:3 (Rate as per items no.3.8) cum 0.224 3169.60 709.99 Labour 0155 Mason Day 0.94 146.55 137.76 0115 Coolie Day 1.02 135.25 137.96 0101 Bhisti Day 1.10 138.45 152.30 9999 Scafolding and sundries L.S 12.61 1.00 12.61 Bitumen blown or/and residual bitumen 0313 = 10x1.70= 17 kg = 0.017 t tonne 0.017 25000.00 425.00 2211 Carriage tonne 0.017 53.21 0.90 3002 PVC 400 micron thick sheet sqm 10.00 26.00 260.00 9999 Carriage L.S 13.00 1.00 13.00 Water proofing compound @ 1 kg per 50 kg of cement used Cement slurry = 44 kg Cement plaster 1:3 10x(13.62xl00)/100= 136.2 kg 1213 Total = 180.2 kg/50 = 3.60 kg kilogram 3.60 20.00 72.00 LABOUR 0131 Painter Day 0.20 141.60 28.32
- 620. 1210 Code Description Unit Quantity Rate Amount 0114 Beldar Day 1.33 135.25 179.88 0130 Mistry Day 0.06 151.50 9.09 9999 Sundries L.S 7.28 1.00 7.28 TOTAL 2346.17 Add 1% for water charges 23.46 TOTAL 2369.63 Add 15% for contractor’s profit and overheads 355.44 Cost for 10 sqm 2725.07 Cost for 1 sqm 272.51 Say 272.50 22.4 Providing and Placing in position suitable PVC water stops conforming to IS: 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 22.4.1 Serrated with central bulb (225mm wide, 8-11mm thick). Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 7427 Water stop serreted with bulb metre 100.00 330.00 33 000.00 Labour 0114 Beldar Day 2.00 135.25 270.50 9999 Sundries & wire etc. L.S 26.00 1.00 26.00 TOTAL 33 296.50 Add 1% for water charges 332.96 TOTAL 33 629.46 Add 15% for contractor’s profit and overheads 5 044.42 Cost for 100 metres 38 673.88 Cost for 1 metre 386.74 Say 386.75 22.4 Providing and Placing in position suitable PVC water stops conforming to IS: 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 22.4.2 Dumb bell with central bulb (180 mm wide, 8 mm thick) Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 7429 Dumb bell with central bulb (180 mm wide, 8 metre 100.00 306.00 30 600.00 mm thick) Labour 0114 Beldar Day 2.00 135.25 270.50 9999 Sundries & wire etc. L.S 26.00 1.00 26.00 TOTAL 30 896.50 Add 1% for water charges 308.97 TOTAL- 31 205.47 Add 15% for contractor’s profit and overheads 4 680.82 Cost for 100 metres 35 886.29 Cost for 1 metre 358.86 Say 358.85
- 621. 1211 22.4 Providing and Placing in position suitable PVC water stops conforming to IS: 12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : 22.4.3 Kickers (320mm wide, 5mm thick). Code Description Unit Quantity Rate Amount Details of cost for 100 metres MATERIAL 7429 Kickers (320 mm wide, 5 mm thick) metre 100.00 325.00 32500.00 Labour 0114 Beldar Day 2.00 135.25 270.50 9999 Sundries & wire etc. L.S 26.00 1.00 26.00 TOTAL 32 796.50 Add 1 % for water charges 327.96 TOTAL 33 124.46 Add 15% for contractor’s profit and overheads 4 968.67 Cost for 100 metres 38 093.13 Cost for 1 metre 380.93 Say 380.95 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm . MATERIAL Cement 10x(0.488 + 0.242) = 7.30 kg Sealing fillets10 x 0.5 kg =5.00kg 0367 Total = 12.30 kg = 0.012 tonne tonne 0.012 4500.00 54.00 2209 Carriage of Cement tonne 0.012 47.29 0.57 Bonding material 1.6 kgx30x2 = 96 kg Bitumen (blown/residual type) 10x(0.25+0.126) = 3.79kg Sealing fillets 10x0.10 kg / sqm = 1.00 kg Wastage @ 5% on 4.79 kg = 0.24 kg 8501 Total = 5.03 kg Say 5.00 kg kilogram 5.00 114.00 570.00 LABOUR 0155 Mason (average) Day 2.00 146.55 293.10 0114 Beldar Day 2.00 135.25 270.50 0101 Bhisti Day 0.25 138.45 34.61 9999 Sundries, brushes etc L.S 15.60 1.00 15.60 TOTAL 1 238.38 Add 1% for water charges 12.38 TOTAL 1 250.76 Add 15% for contractor’s profit and overheads 187.61 Cost for 10 sqm 1 438.37 Cost for 1 sqm 143.84 Say 143.85
- 622. 1212 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm MATERIAL Cement 10x (1.289 + 0.488) = 17.77 kg Sealing fillets @ 10% = 1.77 kg 0367 Total = 19.54kg = 0.020 tonne tonne 0.02 4500.00 90.00 2209 Carriage of Cement tonne 0.02 47.29 0.95 Bonding material 1.6 kgx30x2 = 96 kg Bitumen (blown/residual type) 10x(0.253+0.67) = 9.23kg Wastage 5% = 0.46 kg 8501 Total = 9.69 kg kilogram 9.69 114.00 1 104.66 Fibre Glass cloth = 10.00 sqm Wastage 10 % - 1.00 sqm 8502 Total = 11.00 sqm sqm 11.00 33.00 363.00 LABOUR 0155 Mason (average) Day 2.00 146.55 293.10 0114 Beldar Day 1.00 135.25 135.25 0101 Bhisti Day 0.25 138.45 34.61 9999 Sundries, brushes etc L.S 23.40 1.00 23.40 TOTAL 2044.97 Add 1% for water charges 20.45 TOTAL- 2065.42 Add15% for contractor’s profit and overheads 309.81 Cost for 10 sqm 2375.23 Cost for 1 sqm 237.52 Say 237.50 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )
- 623. 1213 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs (c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. Code Description Unit Quantity Rate Amount Detail of cost for 10 sqm i) Cement slurry 0367 Cement tonne 0.0275 4 500.00 123.75 ii) Cement mortar 1:5 (1 cement: 5 coarse cum 0.224 2 260.15 506.27 sand) (Rate as per item no.3.10) iii) Roof treatment with brick bats and cement mortar Materials: 0285 Brick bats/ brick aggregate cum 0.94 350.00 329.00 2260 Carriage cum 0.94 57.83 54.36 Cement mortar 1:5 (Rate as per item no.3.10) cum 0.50 2 260.15 1 130.08 Labour 0114 Beldar Day 1.75 135.25 236.69 0101 Bhishti Day 0.28 138.45 38.77 0123 Mason 1 st class Day 0.05 151.50 7.58 0124 Mason 2nd class Day 0.05 141.60 7.08 0128 Mate Day 0.04 138.45 5.54 Extra labour for ramming 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S 13.65 1.00 13.65 iv) Cement slury 0367 Cement tonne 0.0275 4 500.00 123.75 0114 Beldar Day 0.20 135.25 27.05 v) 20 mm cement plaster 1:4(1 cement: 4 coarse sand) (A) (Rate as per item no 13.6.1 of SH : sqm 10.00 118.25 1182.50 Finishing) vi) Water proofing compound 1213 27.50+27.50+69.40+124.00 = 248.40 kg @ kilogram 5.00 20.00 100.00 1 kg per bag of cement Extra for making chequers for 10 sqm 7233 Fibre glass tissue reinforcement Type IIGrade I sqm 10.50 55.00 577.50 Mason 2nd class 0124 Beldar Day 0.36 141.60 50.98 0114 Chequer plate Day 0.36 135.25 48.69 9999 Add labour for laying 20 mm bed mortar L.S. 13.65 1.00 13.65 Mason 2nd class
- 624. 1214 Code Description Unit Quantity Rate Amount 0124 Beldar Day 0.54 141.60 76.46 0114 Bhishti Day 0.54 135.25 73.04 0101 TOTAL Day 0.45 138.45 62.30 Add for water charges @ 1% on all except ‘A’ 4826.46 TOTAL 36.44 Add for contractor’s profit and overheads @ 4862.90 15% on all except ‘A’ 552.06 Cost for 10 sqm Cost for one sqm 5414.96 Say 541.50 541.50 22.8 Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (Hessian based self finished bitumen” felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic diameter per square metre including preparation of surface but excluding grading complete with : 22.8.1 Bitumen felt (Hessian base) type 3 grade I conforming to IS : 1322. Code Description Unit Quantity Rate Amount Details of cost for 30 sqm Blown or / and residual bitumen applied hot 0313 = 2x1.45x30 = 87 kg tonne 0.087 25000.00 2175.00 Hession felt type 3 Grade I (hessian base self finished bitumen felt) = 30 sqm Add for over lapping @ 10% = 3 sqm. 0322 Total = 33 Sqm. sqm 33.00 45.00 1485.00 1177 Stone grit 6mm and down size or pea sized cum 0.18 717.00 129.06 gravel. 30x6=180 cudm. 2202 Carriage of stone grit cum 0.18 53.21 9.58 2211 Carriage of bitumen and felt. = 0.162t tonne 0.162 53.21 8.62 0.087tx2.7x.001x33=0.162t 0370 Fuel (Steam coal) = 2 quintals/t of bitumen i.e. quintal 0.174 300.00 52.20 2x0.087=0.174q 2200 Carriage of fuel tonne 0.174 60.81 1.06 9999 Praparing roof surface, sutting groove and L.S 134.55 1.00 134.55 making good etc. Labour: 0131 Painter Day 2.16 141.60 305.86 0114 Beldar Day 3.24 135.25 438.21 0130 Mistries Day 0.18 151.50 27.27 9999 Sundries, brushes etc. L.S 6.76 1.00 6.76 TOTAL 4 773.17 Add 1% for water charges 47.73 TOTAL 4 820.90 Add 15% for contractor’s profit and overheads 723.14 Cost of 30.00 Sqm. 5 544.04 Cost of 1.00 Sqm. 184.80 Say 184.80
- 625. 1215 22.9 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. Code Description Unit Quantity Rate Amount Detail of cost for 30 sqm Blown or / and residual bitumen applied hot (1.45+1.20+1.45)x30 0313 123 Kg. tonne 0.123 25000.00 3 075.00 Bitumen felt type 3 grade I (hession base self finished bitumen felt) = 60 sqm.+ Add for over lapping @ 10% = 6 sqm. 0322 =66 Sqm. sqm 66.00 45.00 2 970.00 2211 Carriage of bitumen and felt. =0.273t. 0.123tx2.7x.001x66=0.273t tonne 0.273 53.21 14.53 1177 Stone grit 6mm and sown size or pea sized cum 0.18 717.00 129.06 gravel 30x6=180cudm. 2202 Carriage of stone grit cum 0.18 53.21 9.58 0370 Fuel (Steam coal) = 2 quintals/t of bitumen i.e. quintal 0.246 300.00 73.80 2x0.123=0.246q 2200 Carriage of fuel tonne 0.0246 60.81 1.50 9999 Praparing roof surface, sutting groove and L.S 134.55 1.00 134.55 making good etc. Labour: 0131 Painter Day 3.24 141.60 458.78 0114 Beldar Day 4.86 135.25 657.32 0130 Mistries Day 0.20 151.50 30.30 9999 Sundries, brushes etc. L.S 6.76 1.00 6.76 TOTAL 7 561.18 Add 1% for water charges 75.61 TOTAL 7636.79 Add 15% for contractor’s profit and overheads 1 145.52 Cost of 30.00 Sqm. 8782.31 Cost of 1.00 Sqm. 292.74 Say 292.75 22.10 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitufnen felt) six and final courses of stone grit 6mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading compete. Code Description Unit Quantity Rate Amount Detail of cost for 30 sqm Blown bitumen applied hot (1.45+1.20+1.70)x30 130.5 Kg. 0313 tonne 0.1305 25000.00 3262.50 Bitumen felt type B grade I (fibre base self finished bitumen felt) = 60 sqm.
- 626. 1216 Code Description Unit Quantity Rate Amount Add for over lapping @ 10% = 6 sqm. Total =66 Sqm. 0318 Carriage of bitumen and felt. sqm 66.00 45.00 2 970.00 0.131 tx2.22x.001x66 = 0.248t 2211 Stone grit 6mm and sown size or pea sized tonne 0.275 53.21 14.63 1177 ravel. 30x6=180cudm. cum 0.18 717.00 129.06 Carriage of stone grit 2202 Fuel (Steam coal) = 2 quintals/t of bitumen i.e. cum 0.18 53.21 9.58 0370 2x0.123=0.246q quintal 0.246 300.00 73.80 Carriage of fuel 2200 Preparing roof surface, sutting groove and tonne 0.246 60.81 1.50 9999 making good etc. L.S 134.55 1.00 134.55 Labour: Painter 0131 Beldar Day 4.32 141.60 611.71 0114 Mistries Day 6.48 135.25 876.42 0130 Sundries, brushes etc. Day 0.36 151.50 54.54 9999 TOTAL L.S 6.76 1.00 6.76 Add 1% for water charges 8145.05 TOTAL 81.45 Add 15% for contractor’s profit and overheads 8226.50 Cost of 30.00 Sqm. 1233.98 Cost of 1.00 Sqm. 9460.48 Say 315.35 315.35 22.11 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. Code Description Unit Quantity Rate Amount Details of cost for 30 sqm 0313 Blown or / and residual bitumen applied hot (1.45+1.20+1.70)x30 =130.5 Kg. tonne 0.1305 25000.00 3262.50 0318 Bitumen felt type 2 grade II (fibre base self finished bitumen felt) = 60 sqm.+ Add for over lapping @ 10% = 6 sqm. =66 Sqm. sqm 66.00 45.00 2 970.00 2211 Carriage of bitumen and felt. 0.131tx3.08x.001x66=334kg. tonne 0.334 53.21 17.77 1177 Stone grit 6mm and down size or pea sized cum 0.18 717.00 129.06 ravel. 30x6=180cudm. 2202 Carriage of stone grit cum 0.18 53.21 9.58 0370 Fuel (Steam coal) = 2 quintals/t of bitumen i.e. quintal 0.246 300.00 73.80 2x0.123=0.246q
- 627. 1217 Code Description Unit Quantity Rate Amount 2200 Carriage of fuel tonne 0.0246 60.81 1.50 9999 Preparing roof surface, sutting groove and L.S 134.55 1.00 134.55 making good etc. Labour: 0131 Painter Day 4.32 141.60 611.71 0114 Beldar Day 6.48 135.25 876.42 0130 Mistries Day 0.36 151.50 54.54 9999 Sundries, brushes etc. L.S 6.76 1.00 6.76 TOTAL 8148.19 Add 1% for water charges 81.48 TOTAL 8229.67 Add 15% for contractor’s profit and overheads 1234.45 Cost of 30.00 Sqm. 9464.12 Cost of 1.00 Sqm. 315.47 Say 315.45 22.12 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. Code Description Unit Quantity Rate Amount Details of cost for 10 sq. metres Materials 0316 Bitumenous solution primer litre 2.40 28.00 67.20 9999 Carriage L.S 1.43 1.00 1.43 Labour: 0131 Painter Day 0.17 141.60 24.07 0114 Beldar Day 0.17 135.25 22.99 9999 Sundries brushes etc L.S 13.52 1.00 13.52 TOTAL 129.21 Add 1 % for water charges 1.29 TOTAL 130.50 Add 15% for contractor’s profit and overheads 19.58 Cost of 10.00 sqm 150.08 Cost of 1 Cum. 15.01 Say 15.00
- 628. 1218 22.13 Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm or down size or pea sized gravel: 22.13.1 At 6 cudm per sqm. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Materials: 1177 Stone grit 6mm or down size 6x10 = 60 cudm. cum 0.06 717.00 43.02 2202 Carriage of stone grit cum 0.06 53.21 3.19 9999 Labour for screening and spreading grit L.S. 21.58 1.00 21.58 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 74.55 Add 1% for water charges 0.75 TOTAL 75.30 Add 15% for contractor’s profit and overheads 11.30 Cost of 10.00 Sqm. 86.60 Cost of 1.00 Sqm. 8.66 Say 8.65 22.13 Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel: 22.13.2 At 8 cudm per sqm. Code Description Unit Quantity Rate Amount Details of cost for 10 sqm. Materials: 1177 Stone grit 6mm or down size 6x10 = 60 cudm. cum 0.08 717.00 57.36 2202 Carriage of stone grit cum 0.08 53.21 4.26 9999 Labour for screening and spreading grit L.S. 26.91 1.00 26.91 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 95.29 Add 1% for water charges 0.95 TOTAL 96.24 Add 15% for contractor’s profit and overheads 14.44 Cost 10.00 Sqm. 110.68 Cost of 1.00 Sqm. 11.07 Say 11.05 22.14 Grading roof for water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Code Description Unit Quantity Rate Amount Details of cost for one cum. 0295 Stone aggregate 20mm nominal size cum 0.67 700.00 469.00 0297 Stone aggregate 10mm nominal size cum 0.22 700.00 154.00 2202 Carriage of stone aggregate cum 0.89 53.21 47.36 0982 Coarse sand cum 0.45 600.00 270.00 2203 Carriage of coarse sand cum 0.45 53.21 23.94 0367 Cement tonne 0.32 4500.00 1440.00 2209 Carriage of cement tonne 0.32 47.29 15.13 Labour:- 0114 Beldar Day 1.63 135.25 220.46 0101 Bhishti Day 0.70 138.45 96.92 0123 Mason 1st Class Day 0.10 151.50 15.15
- 629. 1219 Code Description Unit Quantity Rate Amount 9999 Sundries, brushes etc. L.S. 14.30 1.00 14.30 0002 Mixer Day 0.07 400.00 28.00 0012 Vibrator Day 0.07 200.00 14.00 9999 Sundries for laying in terrace L.S. 45.76 1.00 45.76 TOTAL 2854.02 Add 1 % for water charges 28.54 TOTAL 2882.56 Add 15% for contractor’s profit and overheads 432.38 Cost of one cum 3314.94 Say 3314.95 22.14 Grading roof for water proofing treatment with 22.14.2 Cement mortar 1:3(1 cement: 3 coarse sand) Code Description Unit Quantity Rate Amount Details of cost for one cum. Materials: Cement mortar 1:3 (Rate as per item no. 3.8) cum 1.00 3169.60 3169.60 Labour 0155 Mason Day 1.00 146.55 146.55 0114 Beldar Day 2.00 135.25 270.50 0101 Bhishti Day 0.50 138.45 69.22 0115 Coolie Day 5.00 135.25 676.25 9999 Sundries L.S. 11.70 1.00 11.70 TOTAL 4343.82 Add 1% for water charges 43.44 TOTAL- 4387.26 Add 15% for contractor’s profit and overheads 658.09 Cost of one cum 5045.35 Say 5045.35 22.14 Grading roof for water proofing treatment with 22.14.3 Cement mortar 1:4 (lcement: 4 coarse sand) Code Description Unit Quantity Rate Amount Details of cost for one cum. Materials: Cement mortar 1:4 (Rate as per item no. 3.9) cum 1.00 2578.45 2578.45 Labour 0155 Mason Day 1.00 146.55 146.55 0114 Beldar Day 2.00 135.25 270.50 0101 Bhishti Day 0.5 138.45 69.22 0115 Coolie Day 5.00 135.25 676.25 9999 Sundries L.S. 10.79 1.00 10.79 TOTAL 3751.76 Add 1 % for water charges 37.52 TOTAL 3789.28 Add 15% for contractor’s profit and overheads 568.39 Cost of one cum 4357.67 Say 4357.65 22.15 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric
- 630. 1220 membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (lcement:3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement: 3 fine sand) and finished neat which shall be paid for separately as per DSR Item No. 12.19. Code Description Unit Quantity Rate Amount Details of cost for 30 sqm MATERIAL APP modified polymeric felt (two layers) 1.5 mm thick = 2x30 = 60 sqm Add 10% wastage = 6 sqm 8200 Total = 66 sqm sqm 66.00 50.00 3300.00 0316 Bitumen primer 0.4x30 = 12 litre 12.00 28.00 336.00 0313 Bitumen (Blown/ residual type) 3x36 =108 kg tonne 0.108 25000.00 2700.00 = 0.108 tonne 2211 Carriage of bitumen primer tonne 0.12 53.21 6.39 9999 Carriage of polymeric felt L.S. 7.80 1.00 7.80 0370 Fuel (steam coal) quintal 0.174 300.00 52.20 2200 Carriage of fuel tonne 0.0174 60.81 1.06 9999 Preparing roof surface, cutting grooves and L.S. 134.55 1.00 134.55 making good the same LABOUR 0131 Painter Day 2.16 141.60 305.86 0114 Beldar Day 3.24 135.25 438.21 0130 Mistry Day 0.18 151.50 27.27 9999 Sundries, brushes etc L.S. 6.76 1.00 6.76 TOTAL 7316.10 Add 1 % for water charges 73.16 TOTAL 7389.26 Add 15% for contractor’s profit and overheads 1108.39 Cost for 30 sqm 8497.65 Cost for 1 sqm 283.26 Say 283.25 22.16 Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd & 4th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS: 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as lOOmicron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat which shall be paid for separately as per DSR Item No. 12.19.
- 631. 1221 Code Description Unit Quantity Rate Amount Details of cost for 30 sqm MATERIAL APP modified polymeric felt (two layers) 2.0 mm thick =30 sqm 8201 Total = 33 sqm sqm 33.00 85.00 2 805.00 0316 Bitumen primer 0.4x30 = 12 litre 12.00 28.00 336.00 0313 Bitumen (Blown/ residual type) 1.20x30x2 tonne 0.072 25 000.00 1 800.00 =72 kg = 0.072 tonne 2211 Carriage of bitumen primer tonne 0.084 53.21 4.47 9999 Carriage of polymeric felt L.S. 7.80 1.00 7.80 0370 Fuel (steam coal) quintal 0.174 300.00 52.20 2200 Carriage of fuel tonne 0.0174 60.81 1.06 9999 Preparing roof surface, cutting grooves and L.S. 134.55 1.00 134.55 making good the same LABOUR 0131 Painter Day 1.58 141.60 223.73 0114 Beldar Day 2.37 135.25 320.54 0130 Mistry Day 0.13 151.50 19.70 9999 Sundries, brushes etc L.S. 6.76 1.00 6.76 TOTAL 5711.81 Add 1 % for water charges 57.12 TOTAL 5 768.93 Add 15% for contractor’s profit and overheads 865.34 Cost for 30 sqm 6 634.27 Cost for 1 sqm 221.14 Say 221.15 22.17 Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 1 OOmicron HMHDPE film sandwitched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement: 3 fine sand) and finished neat which shall be paid for separately as per DSR Item No. 12.19. Code Description Unit Quantity Rate Amount Details of cost for 30 sqm MATERIAL APP modified polymeric felt (two layers) 2.0 mm thick = 3x30 = 60 sqm Add 10% waistage = 6 sqm 8201 Total = 66 sqm sqm 66.00 85.00 5610.00 0316 Bitumen primer 0.4x30 = 12 litre 12.00 28.00 336.00 0313 Bitumen (Blown/ residual type) 3course x 36 tonne 0.108 25000.00 2700.00 = 108 kg = 0.108 tonne 2211 Carriage of bitumen primer tonne 0.12 53.21 6.39 9999 Carriage of polymeric felt L.S. 7.80 1.00 7.80 0370 Fuel (steam coal) quintal 0.174 300.00 52.20
- 632. 1222 Code Description Unit Quantity Rate Amount 2200 Carriage of fuel tonne 0.0174 60.81 1.06 9999 Preparing roof surface, cutting grooves and L.S. 134.55 1.00 134.55 making good the same LABOUR 0131 Painter Day 2.16 141.60 305.86 0114 Beldar Day 3.24 135.25 438.21 0130 Mistry Day 0.18 151.50 27.27 9999 Sundries, brushes etc L.S. 6.76 1.00 6.76 TOTAL 9626.10 Add 1% for water charges 96.26 TOTAL 9722.36 Add 15% for contractor’s profit and overheads 1458.35 Cost for 30 sqm 11180.71 Cost for 1 sqm 372.69 Say 372.70 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrance, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/ sq. mt. by the same membrane manufacturer of density at 25°C, 0.87 - 0.89 kg/ ltr and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. 22.18.1 2mm (for corrugated roof sheets) Code Description Unit Quantity Rate Amount Detail of cost for 30 sqm MATERIALS : A.P.P. modified 2 mm thick - 30 sqm Add 10% for waistage = 3 sqm Total = 33 sqm 8203 A.P.P. modified 2 mm thick membrane sqm 33.00 147.00 4 851.00 reinforced with glass fibre matt 8206 Bitumen primer for bitumen membrane litre 12.00 54.00 648.00 2211 Carriage of Tar bitumen tonne 0.012 53.21 0.64 9999 Carriage of bitumen membrane L.S. 7.80 1.00 7.80 1241 Fuel LPG kg 7.00 35.00 245.00 9999 Preparing roof surface, cutting grooves L.S. 49.53 1.00 49.53 LABOUR: 0159 Skilled torch operator for laying tack Day 2.16 151.50 327.24 0130 Mistry Day 0.18 151.50 27.27 0114 Beldar Day 3.24 135.25 438.21 9999 Sundries, brushes, bitumen torch etc L.S. 1.00 23.40 23.40 TOTAL 6618.09 Add 1% for water charges 66.18 TOTAL 6684.27 Add 15% for contractor’s profit and overheads 1002.64 Cost for 30 sqm 7686.91 Cost for 1 sqm 256.23 Say 256.25
- 633. 1223 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/ sqm. by the same membrane manufacturer of density at 25°C, 0.87 - 0.89 kg/ltr and viscosity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: 22.19.1 3 mm thick Code Description Unit Quantity Rate Amount Detail of cost for 30 sqm MATERIALS : A.P.P. modified 3mm thick =-30 sqm Add 10% for wastage 3 sqm. Total 33 sqm 8204 A.P.P. modified 3 mm thick membrance sqm 33.00 185.00 6 105.00 reinforced with glass fibre matt 8206 Bitumen primer for bitumen membrance litre 12.00 54.00 648.00 2211 Carriage of Tar bitumen tonne 0.012 53.21 0.64 9999 Carriage of bitumen membrance L.S. 7.80 1.00 7.80 1241 Fuel LPG kg 7.00 35.00 245.00 9999 Preparing roof surface, cutting grooves L.S. 49.53 1.00 49.53 LABOUR: 0159 Skilled torch operator for laying tack Day 2.16 151.50 327.24 0130 Mistry Day 0.18 151.50 27.27 0114 Beldar Day 3.24 135.25 438.21 9999 Sundries, brushes, bitumen torch etc L.S. 23.40 1.00 23.40 TOTAL 7872.09 Add 1 % for water charges 78.72 TOTAL 7950.81 Add 15% for contractor’s profit and overheads 1192.62 Cost for 30 sqm 9143.43 Cost for 1 sqm 304.78 Say 304.80 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non- woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacturer of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.
- 634. 1224 22.20.1 3 mm thick Code Description Unit Quantity Rate Amount Detail of cost for 30 sqm MATERIALS : A.P.P. modified 3mm thick - 30 sqm Add 10% for wastage = 3 sqm. Total = 33 sqm 8205 A.P.P. modified 3 mm thick membrance sqm 33.00 221.00 7 293.00 reinforced with polyster matt 8206 Bitumen primer for bitumen membrane litre 12.00 54.00 648.00 2211 Carriage of Tar bitumen tonne 0.012 53.21 0.64 9999 Carriage of bitumen membrane L.S. 7.80 1.00 7.80 1241 Fuel LPG kg 7.00 35.00 245.00 9999 Preparing roof surface, cutting grooves L.S. 49.53 1.00 49.53 LABOUR: 0159 Skilled torch operator for laying tack Day 2.16 151.50 327.24 0130 Mistry Day 0.18 151.50 27.27 0114 Beldar Day 3.24 135.25 438.21 9999 Sundries, brushes, bitumen torch etc L.S. 23.40 1.00 23.40 TOTAL 9060.09 Add 1% for water charges 90.60 TOTAL 9150.69 Add 15% for contractor’s profit and overheads 1372.60 Cost for 30 sqm 10523.29 Cost for 1 sqm 350.78 Say 350.80 22.21 Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation [for Item No. 25.18 to 25.20] Code Description Unit Quantity Rate Amount Detail of cost for 30 sqm MATERIALS : Geotextile 120 gsm membrane =30 sqm Add 5% for wastage = 1.5 sqm. Total 31.50m2 8207 Geotextile 120 gsm membrance sqm 31.50 25.00 787.50 9999 Carriage of Geotextile L.S. 7.80 1.00 7.80 LABOUR: 0159 Skilled torch operator or fitter 2.16 5 = 0.43 Day 0.43 151.50 65.14 0130 Mistry 0.18-5 = 0.04 Day 0.04 151.50 6.06 0114 Beldar 3.24-5 = 0.65 Day 0.65 135.25 87.91 9999 Sundries, torch, LPG etc L.S. 46.80 1.00 46.80 TOTAL 1001.21 Add 1 % for water charges 10.01 TOTAL- 1011.22 Add 15% for contractor’s profit and overheads 151.68 Cost for 30 sqm 1162.90 Cost for 1 sqm 38.76 Say 38.75
- 635. 1225 SUB HEAD : 23.0 HORTICULTURE AND LAND SCAPING
- 636. 1227 23.1 Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). Code Description Unit Quantity Rate Amount Details of cost for 10 cum. Labour 0114 Beldar Day 0.71 135.25 96.03 9999 Sundries L.S 2.73 1.00 2.73 0115 collies Day 0.35 135.25 47.34 TOTAL 146.10 Add 1 % for water charges 1.46 TOTAL 147.56 Add 15% for contractor’s profit and overheads 22.13 Cost per 10 cum. 169.69 Cost per cum 16.97 Say 16.95 23.2 Supplying and stacking of good earth at site including royalty and carriage upto 1 km (earth measured in stacks will be reduced by 20% for payment). Code Description Unit Quantity Rate Amount Details of cost for 1 cum. Excavation: 0114 Beldar Day 0.177 135.25 23.94 0115 Coolies Day 0.107 135.25 22.59 0979 Royalty for good earth cum 1.00 11.00 11.00 2241 Carriage of good earth by mechanical cum 1.00 66.51 66.51 transport upto 1 km lead TOTAL 124.04 Add 1 % for water charges 1.24 TOTAL 125.28 Add l5% for contractor’s profit and overheads 18.79 Cost per cum. 144.07 Say 144.05
- 637. 1228 23.3 Supplying and stacking sludge at site including royalty and carriage upto 1 km (sludge measured in stacks will be reduced by 8% for payment), Code Description Unit Quantity Rate Amount Details of cost for 1 cum. 2317 Carriage of sludge by mechanical transport cum 1.00 57.83 57.83 upto 1 km lead 0980 Royalty of sludge cum 1.00 60.00 60.00 TOTAL 117.83 Add 1% for water charges 1.18 TOTAL 119.01 Add 15% for contractor’s profit and overheads 17.85 Cost per cum. 136.86 Say 136.85 23.4 Supplying and stacking at site dump manure from Badli or other approved source, including carriage upto 1 km manure measured in stacks will be reduced by 8% for payment): 23.4.1 Screened through sieve of I.S. designation 20mm Code Description Unit Quantity Rate Amount Details of cost for 1 cum. 2242 Carriage of dump manure (by mechanical cum 1.00 57.83 57.83 transport) Labour for screening: 0114 Beldar Day 0.08 135.25 10.82 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 71.38 Add 1% for water charges 0.71 TOTAL 72.09 Add 15% for contractor’s profit and overheads 10.81 Cost per cum. 82.90 Say 82.90 23.4 Supplying and stacking at site dump manure from Badli or other approved source, including carriage upto 1 km manure measured in stacks will be reduced by 8% for payment): 23.4.2. Screened through sieve of I.S. designation 16 mm Code Description Unit Quantity Rate Amount Details of cost for 1 cum. 2242 Carriage of dump manure (by mechanical cum 1.00 57.83 57.83 transport) Labour for screening : 0114 Beldar Day 0.13 135.25 17.58 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 78 14 Add 1% for water charges 0.78 TOTAL- 78.92 Add 15% for contractor’s profit and overheads 11.84 Cost per cum. 90.76 Say 90.75
- 638. 1229 23.4 Supplying and stacking at site dump manure from Badli or other approved source, including carriage upto (manure measured in stacks will be reduced by 8% for pay- ment): 23.4.3 Screened through sieve of I.S. designation 4.75mm Code Description Unit Quantity Rate Amount Details of cost for 1 cum. 2242 Carriage of dump manure (by mechanical cum 1.00 57.83 57.83 transport) Labour for screening : 0114 Beldar Day 0.17 135.25 22.99 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 83.55 Add 1% for water charges 0.84 TOTAL 84.39 Add 15% for contractor’s profit and overheads 12.66 Cost per cum. 97.05 Say 97.05 23.5 Rough dressing the trenched ground including breaking clods. Code Description Unit Quantity Rate Amount Details of cost for 1OO.00sqm. Labour: 0114 Beldar Day 0.20 135.25 27.05 9999 Sutndries L.S 1.43 1.00 1.43 Total 28.48 Add 1 % for water charges 0.28 Total 28.76 Add 15% for contractor’s profit and overheads 4.31 Cost for 100.00 Sqm. 33.07 Say 33.05 23.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. Code Description Unit Quantity Rate Amount Details of cost for 100 .00sqm. Labour: 0114 Beldar Day 0.33 135.25 44.63 0115 Coolies Day 0.33 135.25 44.63 9999 Sundries L.S 2.73 1.00 2.73 Total 91.99 Add 1 % for water charges 0.92 Total 92.91 Add 15% for contractor’s profit and overheads 13.94 Cost for 100 Sqm. 106.85
- 639. 1230 23.7 Fine dressing the ground. Code Description Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S 1.43 1.00 1.43 TOTAL 69.05 Add 1 % for water charges 0.69 TOTAL 69.74 Add 15% for contractor’s profit and overheads 10.46 Cost for 100 Sqm. 80.20 Say 80.20 23.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately). Code Description Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 0.07 135.25 9.47 9999 Sundries L.S 0.52 1.00 0.52 TOTAL 9.99 Add 1 % for water charges 0.10 TOTAL 10.09 Add 15% for contractor’s profit and overheads 1.51 Cost for 100 Sqm. 11.60 Say 11.60 23.9 Mixing earth and sludge or manure in proportion specified or directed. Code Description Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 0.25 135.25 33.81 0115 Coolies Day 0.25 135.25 33.81 TOTAL 67.62 Add 1 % for water charges 0.68 TOTAL 68.30 Add 15% for contractor’s profit and overheads 10.24 Cost for 100 Sqm. 78.54 Say 7.85
- 640. 1231 23.10 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for sepa- rately). 23.10.1 In rows 15 cm apart in either direction. Code Description Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 0.25 135.25 33.81 0115 Coolies Day 0.50 135.25 67.82 9999 Sundries L.S 2.73 1.00 2.73 TOTAL 104.16 Add 1 % for water charges 1.04 TOTAL 105.20 Add 15% for contractor’s profit and overheads 15.78 Cost for 100 Sqm. 120.98 Say 121.00 23.10 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for sepa- rately). 23.10.2 In rows 7.5 cm apart in either direction. Code Description Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 0.25 135.25 67.62 0115 Coolies Day 1.06 135.25 143.37 9999 Sundries L.S 5.33 1.00 5.00 TOTAL 216.32 Add 1 % for water charges 2.16 TOTAL 218.47 Add 15% for contractor’s profit and overheads 32.77 Cost for 100 Sqm. 251.25 Say 251.25
- 641. 1232 23.10 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for sepa- rately). 23.10.3 In rows 5 cm apart in either direction. Code Description Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 0.80 135.25 108.20 0115 Coolies Day 1.00 135.25 218.40 9999 Sundries L.S 6.76 1.00 6.76 TOTAL 331.36 Add 1 % for water charges 3.31 TOTAL 334.67 Add 15% for contractor’s profit and overheads 50.20 Cost for 100 Sqm. 384.87 Say 384.85 23.11 Renovating lawns including weeding, cheeling the grass, forking the ground, top dressing with sludge or manure, mixing the same with forked soil, watering and maintaining the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing and disposal of rubbish as directed, including supplying good earth if needed but excluding the cost of sludge or manure (the good earth shall be paid for separately). Code Discription Unit Quantity Rate Amount Details of cost for 100sqm. Labour: 0114 Beldar Day 2.70 135.25 365.18 0115 Coolies Day 5.00 135.25 270.50 9999 Sundries L.S 2.73 1.00 2 .73 TOTAL 638.41 Add 1 % for water charges 6.38 TOTAL 644.79 Add 15% for contractor’s profit and overheads 96.72 Cost for 100 Sqm. 741.51 Say 741.50
- 642. 1233 23.12 Uprooting rank vegetation and weeds by digging the area to a depth of 60cm remov- ing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. Code Discription Unit Quantity Rate Amount Details of cost for 100 sqm. 1. Labour for trenching to a depth of 30cm- 0114 Beldar Day 1.50 135.25 202.88 0115 Coolies Day 0.75 135.25 101.44 2. Labour for forking to remove weeds and rank vegetation- 0114 Beldar Day 1.00 135.25 135.25 0115 Coolie Day 0.50 135.25 67.62 3. Labour for trenching to a further depth of 30cm- 0114 Beldar Day 2.13 135.25 288.08 0115 Coolie Day 1.06 135.25 143.36 4. Removal of weeds from the trenched area with 10 to 15 days of its flooding with water as per item No. 23.6 0114 Beldar Day 0.33 135.25 44.63 0115 Coolie Day 0.33 135.25 44.63 9999 Sundries L.S. 2.73 1.00 2.73 5. Rough dressing as per item No. 23.5 0114 Beldar Day 0.20 135.25 27.05 9999 Sundries L.S. 1.43 1.00 1.43 6. Fine dressing as per item No. 23.7 0114 Beldar Day 0.50 135.25 67.62 9999 Sundries L.S. 1.43 1.00 1.43 9999 Sundries L.S. 6.76 1.00 6.76 TOTAL 1 134.91 Add 1 % for water charges on A 11.35 TOTAL 1 146.26 Add 15% for contractor’s profit and overheads 171.94 on (A+B) Cost for 100 Sqm. 1318.20 Say 1 318.20
- 643. 1234 23.13 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trench- ing the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). Code Discription Unit Quantity Rate Amount Details of cost for 10 cum. Labour: 0114 Beldar Day 1.80 135.25 243.45 0115 Coolies Day 1.25 135.25 169.06 TOTAL 412.51 Add 1 % for water charges 4.13 TOTAL 416.64 Add 15% for contractor’s profit and overheads 62.50 Cost for 100 cum. 479.14 Cost per cum 47.91 Say 47.90 23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) ;- 23.14.1 Holes 1.2 m dia and 1.2 m deep. Code Discription Unit Quantity Rate Amount Details of cost for one hole- Extra Excavation- 22/7x(1.2)2/4x1.2 = 1.36 cum. (A) Rate vide item No. 2.8.1 Earth work cum 1.36 103.40 140.62 9999 Refilling mixture and flooding L.S 5.10 1.00 5.20 TOTAL 145.82 Add 1% for water charges on all except ‘A’ 0.05 TOTAL 145.87 Add 15% for contractor’s profit and overheads 0.79 on all except ‘A’ Cost per hole 146.66 Say 146.65
- 644. 1235 23.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) ;- 23.14.2 Holes 60 cm dia and 60 cm deep. Code Discription Unit Quantity Rate Amount Details of cost for one hole- Extra Excavation- 22x(0.6)2/4x0.60=0.17cum (A) Rate vide item no. 2.8.1. Earth work cum 1.17 103.40 17.58 9999 Refilling mixture and flooding L.S 1.43 1.00 1.43 TOTAL 19.01 Add 1% for water charges on all except ‘A’ 0.01 TOTAL 19.02 Add 15% for contractor’s profit and overheads 0.22 on all except ‘A’ Cost per hole 19.24 Say 19.25 23.15 Half brick circular tree guard in 50 class designation bricks, internal diameter 1.25 metre and height 1.2 metre above ground and 0.20 m below ground bottom two courses laid dry and top three courses in lime mortar 1:2 (1 lime putty : 2 surkhi) or cement mortar 1:6 (1 cement : 6 fine sand) and the intermediate courses being in dry honey comb masonry as per design complete: 23.15.1 With F.P.S. Bricks Code Discription Unit Quantity Rate Amount Details of cost for one tree guard Materials: 2603 Brick 3rd class 1000 Nos 230 1700.00 391.00 2201 Carriage of bricks 1000 Nos 230 141.88 32.63 9999 Lime or cement mortar top 3 courses L.S 15.86 1.00 15.86 Labour: 0124 Mason 2nd class Day 0.25 141.60 35.40 0114 Beldar Day 0.25 135.25 33.81 9999 Sundries L.S 4.16 1.00 4.16 TOTAL 512.86 Add 1 % for water charges 5.13 TOTAtr- 517.99 Add 15% for contractor’s profit and overheads 77.70 Cost per tree guard 595.69 Say 595.70
- 645. 1236 23.16 Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats rivetted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. Code Discription Unit Quantity Rate Amount Details of cost for one tree guard- materials M.S. Flats:- 25x6mm vertical 4x2.25= 9.00m 25x6mm rings 3x(22/7x0.6)+0.16 = 6.14m Total = 15.14m wt. @ 1.2kg per m = 18.17kg. 25x3.00mm verticals 8x2= 16m 16.00x0.25=0.40 sqm. wt. @24.73kg/sqm. = 9.89kg. Total M.S. Flats = 28.06kg + wastage @5% = 1.40kg Total = 29.46kg. 1008 Say 0.29 quintal quintal 0.29 2 900.00 841.00 9999 Rivets 36 nos. L.S. 40.30 1.00 40.30 9999 G.I. Bolts and nuts L.S. 8.06 1.00 8.06 2205 Crriage of material tonne 0.029 47.29 1.37 Labour: 0103 Blacksmith 2nd class Day 2.00 141.60 283.20 0114 Beldar Day 1.00 135.25 135.25 Painting- 4x2x0.03x2.0 = 0.496+ 8x2x0.028x2.00 = 0.896+ 2x6.14x0.031 =0.381 Total = 1.773 Say 1.77 sqm. (A) (Rate as per item No. 13.50.4 of S.H. sqm 1.77 7.15 12.66 Finishing) (B) (Rate as per item No. 13.61.1 of S.H. sqm 1.77 35.35 62.57 Finishing) TOTAL 1384.41 Add 1% for water charges on all except ‘A’ and’ B 13.09 TOTAL 1391.50 Add, 15% for contractor’s profit and overheads 198.34 on all except ‘A’ and’ B’ Cost for one tree guard 1595.84 Say 1595.85
- 646. 1237 23.17 Making tree guard 53 cm dia. and 1.3 m high as per design from empty coal tar drums supplied free by the department including providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects including painting inside and outside of tree guard with : 23.17.1 A coat of coal tar. Code Discription Unit Quantity Rate Amount Details of cost for one tree guard. 9999 Cost of 2 putties L.S 13.39 1.00 13.39 9999 Cost of 6mm dia xl0 mm rivets 22 nos L.S 26.91 1.00 26.91 9999 Fire wood L.S 2.73 1.00 2.73 Labour: 0103 Blacksmith 2nd class Day 0.13 141.60 18.41 0114 Beldar Day 0.07 135.25 9.47 9999 Sundries L.S 1.43 1.00 1.43 Coal tarring alround inside and outside 1/2 x 2 x 22/7 x 0.53 x 1.30 = 2.16. (A) (Rate as per item No. 13.59 of S.H. sqm 2.16 14.65 31.64 Finishing) TOTAL 103.98 Add 1% for water charges on all except ‘A’ 0.72 TOTAL 104.70 Add 15% for contractor’s profit and overheads 10.96 on all except ‘A’ Cost for one free guard 115.66 Say 115.65 23.17 Making tree guard 53 cm dia. and 1.3 m high as per design from empty coal tar drums supplied free by the department including providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects including painting inside and outside of tree guard with : 23.17.2 Two or more coats of synthetic enamel paint of approved quality shade over a priming coat Code Discription Unit Quantity Rate Amount Details of cost for one tree guard. Cost of one free guard (Rate as per Item No. 23.17.1) each 1.00 115.65 115.65 Priming coat (Rate as per item no. 13.50.3 of SH : Finishing) sqm 2.16 12.65 27.32 Painting with synthetic enamel paint (Rate as per item no. 13.61.1 of SH : Finishing) sqm 2.16 33.35 76.36 Less cost of coal tarring (Rate as per item no. 13.59 of finishing). sqm 2.16 14.65 (–) 31.64 Cost of one tree guard. 187.69 Say 183.70
- 647. 1238 23.18 Making tree guard 53 cm dia. and 2 m high as per design from empty coal tar drums supplied free by the department including providing and fixing four legs 40 cm long of 30 x 3 mm M.S. flat riveted to tree guard and providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects including painting inside and outside of tree guard with : 23.18.1 A coat of coal tar. Code Discription Unit Quantity Rate Amount Details of cost for one tree guard- 9999 Cost of two M.S. sheet rings 50x0.5mm L.S 13.52 1.00 13.52 9999 Cost of 6mm dia. rivets 10mm long 50 Nos. L.S 67.21 1.00 67.21 9999 Fire wood L.S 2.73 1.00 2.73 Labour : 0103 Blacksmith 2nd class Day 0.19 141.60 26.90 0114 Beldar Day 0.10 135.25 13.52 9999 Sundries L.S 1.43 1.00 1.43 4 legs of M.S. flat 30x3mm including riveting and other end sharpened for easing fixing the tree guard in the ground 4 legs 0.4 each = 1.6m. 1.6x0.032=0.501sqm. @ 24.73kg/sqm. =1.26 kg = 0.013q 1008 Cost of M.S.flat quintal 0.013 2900.00 37.70 Carriage of M.S. flats (negligible) Coal tarring alround inside and outside. 1/2x2x22/7x0.53x2.0 = 3.33sqm. (A) (Rate as per item. 13.59 of S.H. sqm 3.33 14.65 48.78 Finishing) TOTAL 211.79 Add 1% for water charges on all except ‘A’ 1.63 TOTAL. 213.42 Add 15% for contractor’s profit and overheads 24.70 on all except ‘A’ Cost for one tree guard 238.12 Say 238.10
- 648. 1239 23.18 Making tree guard 53 cm dia. and 2 m high as per design from empty coal tar drums supplied free by the department including providing and fixing four legs 40 cm long of 30 x 3 mm M.S. flat riveted to tree guard and providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects including painting inside and outside of tree guard with : 23.18.2 Two or more coats of synthetic enamel paint of approved quality and shade over a priming coat. Code Discription Unit Quantity Rate Amount Details of cost for one tree guard- Rate as per item no. 23.18.1 each 1.00 238.10 238.10 Applying priming coat 1 /2 x 2 x 22/7 x 0.53 x 2 = 3.33 sqm (Rate as per item no. 13.50.3 of SH. finishing sqm 3.33 12.65 42.12 Painting with synthetic enamel paint (Rate as per item no 13.61 of SH: Finishing) sqm 3.33 35.35 117.72 Less cost of coal tarring (Rate as per item No. 13.59 of SH : finishing) sqm 3.33 14.65 (-) 48.78 Cost of one tree guard 349.16 Say 349.15 23.19 Edging with bricks laid dry length wise including excavation, refilling, consolidating with hand packing and spreading neatly surplus earth within a lead of 50 m : 23.19.1 75 class designation. 23.19.1.1 F.P.S. Bricks Code Discription Unit Quantity Rate Amount Details of cost for 10 m lenth- Material : 2602 Bricks 75 class designation 1000 Nos 50.00 1900.00 95.00 2201 Carriage of bricks 1000 Nos 50.00 141.88 7.09 Labour 0124 Mason 2nd class Day 0.05 141.60 7.08 0115 Coolie Day 0.05 135.25 6.76 9999 Earth work in excavation and removal of L.S 13.52 1.00 13.52 rubbish (or spereading and dressing neatly of surplus earth) TOTAL 129.45 Add 1% for water charges 1.29 TOTAL 130.74 Add 15% for contrator’s profit and overheads 19.61 Cost per 10 m. 150.35 Cost per meter 15.04 Say 15.05
- 649. 1240 23.19 Edging with bricks laid dry length wise including excavation, refilling, consolidating with hand packing and spreading neatly surplus earth within a lead of 50 m : 23. 19.2 50 designation. 23.19.2.1 F.P.S. bricks. Code Discription Unit Quantity Rate Amount Details of cost for 10m length- Material : 2603 Bricks 50 class .designation 1000 Nos 50.00 1700.00 85.00 2201 Carriage of bricks 1000 No 50.00 141.88 7.09 Labour 0124 Mason 2nd class Day 0.05 141.60 7.08 0115 Coolie Day 0.05 135.25 6.76 9999 Earth work in excavation and removal of L.S 13.52 1.00 13.52 rubbish (or spreading and dressing neatly of surplus earth) TOTAL 119.45 Add 1% for water charges 1.19 TOTAL- 120.64 Add 15% for contractor’s profit and overheads 18.10 Cost per 10m. 138.74 Cost per meter 13.87 Say 13.85 23.20 Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and levelling (cost of supplying earth and sludge or manure and mixing excluded). Code Discription Unit Quantity Rate Amount Details of cost for 10 cum. Labour: 0114 Beldar Day 0.17 135.25 22.09 0115 Coolies Day 0.08 135.25 10.82 TOTAL 33.81 Add 1 % for water charges 0.34 TOTAL 34.15 Add 15% for contractor’s profit and overheads 5.12 Cost for 10 cum. 39.27 Cost per cum. 3.93 Say 3.95
- 650. 1241 23.21 Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed. Code Discription Unit Quantity Rate Amount Details of cost for 1 cum. Labour: 0114 Beldar Day 0.35 135.25 47.34 0115 Coolies Day 0.35 135.25 47.34 TOTAL 94.68 Add 1 % for water charges 0.95 TOTAL 95.63 Add 15% for contractor’s profit and overheads 14.34 Cost per cum. 109.97 Say 109.95 23.22 Excavation in bajri path including stacking of serviceable and unservicable material lead upto 50m and lift upto 1.5m disposed material to be neatly dressed. Code Discription Unit Quantity Rate Amount Details of cost for 1 cum. Labour: 0114 Beldar Day 0.43 135.25 58.16 0115 Coolies Day 0.35 135.25 47.34 TOTAL 105.50 Add 1 % for water charges 1.06 TOTAL 106.56 Add 15% for contractor’s profit and overheads 15.98 Cost per cum. 122.54 Say 122.55 23.23 Excation in water bound macadam road including stacking the srviceable and un- serviceable material separately and disposal of unservuceabke materil lead upto 50 m and lift upto 1.5 m disposed material to be neatly dressed. Code Discription Unit Quantity Rate Amount Details of cost for 1 cum labour: 0114 Beldar Day 0.53 135.25 71.68 0115 Coolie Day 0.43 135.25 58.16 TOTAL 129.84 Add 1% for water charges 1.30 TOTAL 131.14 Add 15% for contractor’s profit and overheads 19.67 Cost per cum. 150.81 Say 150.80 23.24 Flodding the ground with water including making kiaries and dismantling the same. Code Discription Unit Quantity Rate Amount Details of cost for 100 sqm labour: 0114 Beldar Day 0.17 135.25 22.99 9999 Sundries L.S. 35.88 1.00 35.88 TOTAL 58.87 Add 1% for water charges 0.59 TOTAL 59.46 Add 15% for contractor’s profit and overheads 8.92 Cost per 100 sqm. 68.38 Say 68.40
- 651. 1242 S.NO. Correction Slip No. Reference No. Contents in Brief