ANALYSS OF RATES-VOLUME-I

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ANALYSIS OF RATES
FOR DELHI
(V0L.1)
2007
(REPRINT - 2010)

PUBLISHED BY
DIRECTOR GENERAL (WORKS) CPWD, NIRMAN BHAVAN, NEW DELHI- 110011

ANALYSIS OF RATES
FOR DELHI
(V0L.1)
2007
(REPRINT - 2010)

Published under the Authority of Director General of Works, CPWD, New Delhi
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retrieval system, without permission, in writing, from the Director General (Works), CPWD, New Delhi.

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FOREWORD TO REPRINT - 2010

Analysis of Rates for Delhi - 2007 published by CPWD is a very comprehensive document which is useful
for execution of works all over India in all Central Govt. Departments, many state Govt. Deptts., Public sector
Undertakings and with Private Sector builders and Architects etc.

Analysis of Rates for Delhi - 2007 has already been updated by deleting Analysis of items which are either
obsolete or are not in use and modifying the analysis of many items correspond to items of DSR 2007 based
on new materials and Technology. Subsequently, some errors/ omissions /discrepancies were brought to the
notice of this Directorate and accordingly, correction slip no. 1 to 5 to DAR 2007 vol. I and vol. II were issued
upto April 2010.

Analysis of Rates for Delhi - 2007 (Reprint- 2010) incorporates all the correction slips issued till date
which will be read after co-relating with relevant items as per Delhi Schedule of Rates -2007 (Reprint - 2010 )
& CPWD Specifications 2009 vol. I & II.

I am sure that this DAR -2007 (Reprint- 2010) will be very useful to all concerned.

(BHISHMA KUMAR CHUGH)
New Delhi Director General of Works
May, 2010 CPWD N. DELHI

PREFACE TO DELHI ANALYSIS OF RATES, 2007 (Reprint - 2010)
1. This edition is the first Re-print of DAR- 2007 after incorporating correction slip no. 1 to 5 to DAR -
2007.
2. DAR 2007 (Reprint 2010) has been prepared on the basis of coefficients of labour, materials, sundries,
hire charges etc. adopted in DAR 2007 and market rates of materials at Delhi collected during the
period of April 2007 to October 2007. Labour rates are minimum wage rates issued by the Government
of National Capital Territory of Delhi w.e.f. 01/09/2007.
3. Delhi Analysis of Rates 2007 (Reprint -2010 ) Vol-I & II with upto date correction slips no. 1 to 5
which may be followed after correlating with relevant items.
4. Sundries have been considered as 2.60 times based on Cost Index of Delhi as 260 as on 1/10/2007
over DPAR 01/01/1992 as 100 and are now at par with DPAR- 2007.
5. Contractor's profit and overheads @ 15% has been adopted as approved by the DGW vide Office
Memorandum no. DG(W)MAN/150 dated 14/12/2007.
6. This DAR will be read along with CPWD specifications, 2009 Vol-I & II.
7. As per field observations, it was observed that quantity of cement required for various BMC/RMC
items of RCC was found to be lesser than earlier provisions which have been accordingly modified.
8 A lot of effort has gone into the preparation and finalization of this Analysis of Rates (Reprint -
2010). I convey my deep appreciation and sincere thanks to Shri Virendra Sharma, CE(CSQ),
Shri Mayank Tilak, SE(TAS), Shri A.K.Aggarwal, EE(S&S); Shri A.K. Upadhyay AE and other
officers and staff of TAS unit for sincere efforts made in the preparation of this document in
such a short time.
9 Due care has been taken to reprint this Analysis of Rates 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.

(N.M.D. Jain)
A.D.G.(Trg.), CPWD
Nirman Bhawan, New Delhi

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

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.

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

Contents
Vol. 1
SH. NO. NAME OF SUB HEAD PAGE NO.

BASIC RATES

0.1 Hire Charges of Plants 1-2

0.2 Labour 3-4

0.3 Materials 5-47

0.4 Carriage 48-50

SUB - HEADS

1. Carriage of Material 51-60

2. Earth Work 61-104

3. Mortars 105-115

4. Concrete Work 117-145

5. Reinforced Cement Concrete Work 147-203

6. Brick Work 205-232

7. Stone Work 234-284

8. Marble Work 285-296

9. Wood and PVC Work 297-435

10. Steel Work 437-464

11. Flooring 465-519

12. Roofing 521-580

Note: For remaning Sub Heads refer to Vol.2

1

BASIC RATES
0.1 HIRE CHARGES OF PLANTS

Code Description Unit Rate
No Rs.

0001 Hire charges of Coaltar Boiler 900 to 1400 litres Day 595.00
0002 Hire charges of Concrete Mixer 0.14 cubic metre Day 400.00
0003 Hire charges of Diesel Road Roller - 8 to 10 tonne Day 1,000.00
0004 Production cost of concrete by batch mix plant. cum 200.00
0005 Hire charges of Diesel Truck - 9 tonne Day 1,008.00
0006 Hire charges of Spraying machine including electric charges Day 173.00
0007 Hire charges of Coaltar Sprayer Day 250.00
0008 Hire charges of Barber green, drying, mixing and Asphalt Plant,
with accessories, capacity 30/45 tonne Day 7,050.00
0009 Pumping charges of concrete including Hire charges of pump,
piping work & accessories etc. cum 80.00
0010 Hire charges of Derrick monkey rope Day 500.00
0011 Hire charges of Pump set of capacity 4000 litres/hour. Day 300.00
0012 Vibrator (Needle type 40mm) Day 200.00
0013 Machine for rubbing of floors Day 200.00
0014 Front end loader Day 6,000.00
0016 Mastic Cooker Day 515.00
0017 Hire and running charges of tipper Day 1,030.00
0018 Hire and running charges of loader. Day 800.00
0019 Hand Grinder For mirror polish Day 100.00
0020 Hydraulic Excavator (3D) with driver and fuel. Day 6,000.00
0021 Pin vibrator Day 288.00
0022 Surface Vibrator Day 330.00
0023 Bitumen mixer Day 200.00
0024 Hire and running charges of hydraulic piling rig with power unit etc.
including complete accessories and shifting at site. per day 28,000.00
0025 Hire and running charges of light crane. per day 2,000.00
0026 Hire and running charges of bentonite pump. per day 4,000.00
0027 Hire and running charges of vibrating pile driving hammer complete
with power unit and accessories. per day 28,000.00
0028 Hire and running charges of crane 20 tonne capacity. per day 8,000.00
0029 Carriage of concrete by transit mixer. km/ cum 18.00
0030 Generator 250 KVA. per day 1,600.00
0033 Paint applicator. per day 680.00

2

No Rs.

0037 Mobile crane. per day 5,000.00
0038 Tractor with ripper attachment. per day 1,000.00
0039 Tractor with trolley. per day 1,000.00
0040 Air compressor 250 cfm with two leads for pneumatic cutters/
hammers. day 1,600.00
0041 Joint cutting machine with 2-3 blades per day 800.00
0042 C.C .batch mix plant. day 88,000.00
0043 Road sweeper day 480.00
0045 Slip form paver with sensor. day 12,000.00
0046 Water tanker 5000 Litre capacity day 800.00
0047 Concrete joint cutting machine. day 800.00
0048 Texturing machine. day 800.00

Notes:- Above hire - charges include cost of services of operating staff and supply of lubricating oil.

3
BASIC RATES
0.2 LABOUR

Note :- These rates are exclusive of contractor’s profit and over heads and are inclusive of wages for weekly
day of rest

No Rs.

0100 Bandhani Day 138.45
0101 Bhisti Day 138.45
0102 Blacksmith 1st class Day 151.50
0103 Blacksmith 2nd class Day 141.60
0111 Carpenter 1st class Day 151.50
0112 Carpenter 2nd class Day 141.60
0113 Chowkidar Day 135.25
0114 Beldar Day 135.25
0115 Coolie Day 135.25
0116 Fitter (grade 1) Day 151.50
0117 Assistant Fitter or 2nd class Fitter Day 141.60
0119 Glazier Day 141.60
0122 Mason (for plaster of paris work) 1st class Day 151.50
0123 Mason (brick layer) 1st class Day 151.50
0124 Mason (brick layer) 2nd class Day 141.60
0125 Mason (for plain stone work) 2nd class) Day 141.60
0126 Mason (for ornamental stone work) 1st class Day 151.50
0127 Driver (for Road Roller, Concrete Mixer, Truck etc.) Day 151.50
0128 Mate Day 138.45
0130 Mistry Day 151.50
0131 Painter Day 141.60
0132 Rock Excavator Day 135.25
0133 Rock Breaker Day 135.25
0134 Rock Hole Driller Day 135.25
0135 Stone Chiseller Day 138.45
0138 Sprayer (for bitumen, tar etc.) Day 138.45
0139 Skilled Beldar (for floor rubbing etc.) Day 138.45
0141 White Washer Day 138.45
0155* Mason (average) Day 146.55

4

No Rs.

0156* Carpenter (average) Day 146.55
0157 Operator (Pile/ Special machine) Day 166.00
0159 Skilled torch operator for laying tack Day 151.50

Note :- * These rates are average of 1st class and 2nd class categories. This is for use in the analysis of
rate only.

5
BASIC RATES
0.3 MATERIALS

Note :- These rates are exclusive of contractor’s profit, over heads and carriage but include octroi, royalty,
sales tax (VAT) etc.

No Rs.

0222 Seam bolts and nuts 6 mm dia and 25 mm long 10 Nos 30.00
0223 Non - Asbestos fibre cement corrugated sheet 6mm thick. sqm 205.00
0224 Non - Asbestos fibre cement close fitting adjustable ridge. metre 203.00
0225 Non - Asbestos fibre cement corrugate serrated adjustable ridge. metre 174.00
0226 Non - Asbestos fibre cement plain wing adjustable ridge. metre 188.00
0227 Non - Asbestos fibre cement unserrated adjustable ridge for hips. metre 195.00
0228 Non - Asbestos fibre cement corrugated apron piece. metre 126.00
0229 Non - Asbestos fibre cement eaves filler piece. each 93.00
0230 Non - Asbestos fibre cement north light curves. metre 197.00
0231 Non - Asbestos fibre cement ventilator curves. each 267.00
0232 Non - Asbestos fibre cement barge boards 6 mm thick. metre 232.00
0233 Non - Asbestos fibre cement ridge finial . pair 84.00
0234 Non - Asbestos fibre cement special north light curves. each 275.00
0235 Non - Asbestos fibre cement S type louvers. each 161.00
0236 Non - Asbestos multi purpose fibre cement board 6mm thick. sqm 180.00
0237 Non - Asbestos multi purpose fibre cement board 8mm thick. sqm 239.00
0285 Brick Aggregate (Single size) : 63 mm nominal size cum 350.00
0291 Stone Aggregate (Single size) : 63 mm nominal size cum 600.00
0296 Stone Aggregate (Single size) : 12.5 mm nominal size cum 700.00
0302 Safeda ballies 125 mm diameter metre 29.00
0304 Bajri cum 510.00
0305 Bamboo 25 mm dia 2.5 metre long score 192.00

6

No Rs.

0308 Bhusa quintal 200.00
0309 Paving bitumen S-90 of approved quality tonne 22,500.00
0310 Bitumen emulsion tonne 19,500.00
0312 Bitumen grade PMB - 40 M.T. 30,000.00
0313 Blown type petroleum bitumen of penetration 85/25 of approved
quality tonne 25,000.00
0314 Bitumen hot sealing compound : grade A kilogram 20.00
0316 Bitumen solution primer of approved quality litre 28.00
0317 Premoulded joint filler 12 mm thick sqm 300.00
0318 Bitumen felt fibre base (vegetable or animal):Type 2 grade 1 sqm 45.00
0322 Bitumen felt :Type 3 grade 1 sqm 45.00
0324 Coal Tar litre 16.00
0325 Blasting powder kilogram 25.00
0326 Blasting fuse (fuse wire) each 10.00
0328 White face insulating board:12 mm thick sqm 239.00
0332 Natural colour insulating board:12 mm thick sqm 175.00
0336 Flame retardant face insulating board: 12 mm thick sqm 208.00
0339 Flame retardant face insulating, Impregnated fibre board 12 mm thick sqm 279.00
0341 Flat pressed 3 layer particle board (medium density) Grade I :12 mm
thick sqm 258.00
0346 Extra for veneered particle board with : Teak veneering on one side
and commercial veneered on other side sqm 198.00
0347 Extra for veneered particle board with : Commercial veneering on
both sides sqm 102.00
0348 Extra for veneered particle board with : Teak veneering on both sides sqm 366.00
0362 Brick bats cum 253.00
0364 Wire brush each 15.00
0365 Soft brush each 12.00
0367 Portland Cement tonne 4,500.00
0368 White Cement tonne 9,700.00
0370 Coal (steam) quintal 300.00
0373 Cramp Gun metal 25x6x300 mm each 53.00
0378 Brass butt hinges (light/ordinary type) : 125x70x4 mm 10 Nos 450.00
0379 Brass butt hinges (light/ordinary type) : 100x70x4 mm 10 Nos 300.00
0380 Brass butt hinges (light/ordinary type) : 75x40x2.5 mm 10 Nos 160.00
0381 Brass butt hinges (light/ordinary type) : 50x40x2.5 mm 10 Nos 90.00

7

No Rs.

0382 Brass butt hinges (heavy type) : 125x85x5.5 mm(.70)kg 10 Nos 1,500.00
0383 Brass butt hinges (heavy type) : 100x85x5.5 mm(.56)kg 10 Nos 1,300.00
0384 Brass butt hinges (heavy type) :75x65x4.0 mm(.20)kg 10 Nos 450.00
0385 Brass parliamentary hinges 150x125x27x5 mm 10 Nos 1,650.00
0388 Brass parliamentary hinges75x100x20x3.2 mm 10 Nos 888.00
0389 Brass single acting spring hinges 150 mm each 200.00
0392 Brass double acting spring hinges 150 mm each 317.00
0400 Brass tower bolt (barrel type) 250x10 mm each 123.00
0404 Brass flush bolt 250 mm each 84.00
0408 Brass handles 125 mm with plate 175x32 mm each 85.00
0409 Brass handles 100 mm with plate 150x32 mm each 75.00
0410 Brass handles75 mm with plate 125x32 mm each 55.00
0411 Brass door latch 300x16x5 mm (0.380 kg) each 85.00
0412 Brass door latch 250x16x5 mm (0.350 kg) each 82.00
0413 Brass mortice latch and lock 100x65 mm with6 levers and a pair of
brass lever handles each 257.00
0414 Brass mortice latch 100x65mm with a pair of brass lever handles each 235.00
0417 Brass 150 mm floor door stopper (0.357kg) each 104.00
0418 Brass hard drawn hooks and eyes 300 mm 10 Nos 457.00
0423 Brass casement window fastener Each 26.00

8

No Rs.

0424 Brass casement stays (straight peg type ) 300 mm weighing not less
than 0.33 kg each 66.00
than 0.28 kg Each 55.00
than 0.24 kg each 46.00
0427 Brass quadrant stays 300 mm each 73.00
0428 Brass fanlight catch 10 Nos 109.00
0429 Brass fanlight pivot 10 Nos 128.00
0430 Brass chain with hook for fan light catch each 13.00
0431 Brass hasps and staples (safety type) 300 mm 10 Nos 458.00
0432 Brass hasps and staples (safety type) 115 mm 10 Nos 378.00
0433 Brass hasps and staples (safety type)90 mm 10 Nos 300.00
0438 Brass Night latch each 338.00
0442 Brass helical spring 150 mm each 185.00
0444 Brass curtain rod 20 mm dia 1.25 mm thick metre 63.00
0445 Brass curtain rod 25 mm dia 1.25 mm thick metre 79.00
0446 Brass brackets (curtain rods) 20 mm each 24.00
0447 Brass cupboard knob or ward robe knob 50 mm each 18.00
0449 Brass screws 50 mm 100 Nos 107.00
0524 Chromium plated Brass butt hinges (heavy) type 75x65x4 .0 mm
(200gms) 10 Nos 430.00
0525 Chromium plated Brass butt hinges (light/ordinary) type 125x70x4
mm 10 Nos 433.00
0526 Chromium plated Brass butt hinges (light/ordinary) type 100x70x4
mm 10 Nos 385.00
0527 Chromium plated Brass butt hinges (light/ordinary) type 75x40x2.5
mm 10 Nos 135.00
0528 Chromium plated Brass butt hinges (light/ordinary) type 50x40x2.5
mm 10 Nos 105.00
0555 Chromium plated Brass handles 125 mm with plate 175 x32 mm Each 92.00
0556 Chromium plated Brass handles 100 mm with plate 150 x 32 mm Each 79.00
0557 Chromium plated Brass handles 75mm with plate 125x32 mm Each 68.00

9

No Rs.

0558 Chromium plated Brass mortice latch and lock 100x65 mm with 6
levers and a pair of brass lever handles each 323.00
0568 Chromium plated brass casement window fastener each 55.00
0569 Chromium plated Brass casement stays (straight peg type ) 300 mm
weighing not less than 0.33 kg each 73.00
0583 Chromium plated Brass Night latch each 383.00
0584 Chromium plated Brass Wardrobe Knob 50 mm each 25.00
0585 Chromium plated Brass screws 50 mm 100 Nos 123.00
0590 Chromium plated Brass curtain rod 12 mm dia 1.25mm thick metre 122.00
0594 Bright finished or black enameled mild steel butt hinges 125x65x2.12
mm 10 Nos 78.00
0595 Bright finished or black enameled mild steel butt hinges 100x58x1.90
mm 10 Nos 54.00
0596 Bright finished or black enameled mild steel butt hinges75x47x1.70
mm 10 Nos 34.00
0597 Bright finished or black enameled mild steel butt hinges50x37x1.50
mm 10 Nos 28.00
0608 Nickel plated mild steel piano hinges 1 mm thick 35 mm wide metre 21.00
0635 Bright finished or black enameled mild steel screws 50 mm 100 Nos 40.00
0641 Bright finished or black enameled mild steel bolts and nuts 50x6 mm each 4.00
0642 Oxidised mild steel butt hinges 125x65x2.12 mm 10 Nos 92.00
0643 Oxidised mild steel butt hinges 100x58x1.90 mm 10 Nos 53.00
0644 Oxidised mild steel butt hinges75x47x1.70 mm 10 Nos 32.00

10

No Rs.

0645 Oxidised mild steel butt hinges50x37x1.50 mm 10 Nos 27.00
0646 Oxidised mild steel parliamentary hinges150x125x27x2.8 mm 10 Nos 255.00
0647 Oxidised mild steel parliamentary hinges 125x125x27x2.8 mm 10 Nos 205.00
0650 Oxidised mild steel single acting spring hinges 150 mm each 71.00
0653 Oxidised mild steel double acting spring hinges 150 mm each 73.00
0656 Nickel plated mild steel piano hinges 1 mm thick 35 mm wide metre 24.00
0660 Oxidised mild steel sliding door bolt 300x16 mm each 45.00
0661 Oxidised mild steel sliding door bolt 250x16 mm each 37.00
0662 Oxidised mild steel door latch 300x20x6 mm each 25.00
0663 Oxidised mild steel door latch 250x20x6 mm each 25.00
0664 Oxidised mild steel tower bolt (barrel type) 250x10 mm each 25.00
0668 Oxidised mild steel handles 125 mm each 7.00
0669 Oxidised mild steel handles 100 mm each 5.00
0670 Oxidised mild steel handles75 mm each 3.00
0679 Oxidised mild steel hasps and staples(safety type) 150 mm 10 Nos 79.00
0680 Oxidised mild steel hasps and staples(safety type) 115 mm 10 Nos 70.00
0681 Oxidised mild steel hasps and staples(safety type)90 mm 10 Nos 52.00
0682 Oxidised mild steel screws 50 mm 100 Nos 40.00
0687 Anodised Aluminium butt hinges 125x75x4 mm 10 Nos 478.00

11

No Rs.

0690 Anodised Aluminium butt hinges 100x63x3.2 mm 10 Nos 390.00
0696 Anodised Aluminium sliding door bolt 300x16 mm each 125.00
0697 Anodised Aluminium sliding door bolt 250x16 mm each 104.00
0698 Anodised Aluminium tower bolt (barrel type)300x10 mm 10 Nos 520.00
0703 Anodised Aluminium handles 125 mm with plate 175 x 32 mm 10 Nos 375.00
0704 Anodised Aluminium handles 100 mm with plate 150 x 32 mm 10 Nos 260.00
0705 Anodised Aluminium handles 75mm with plate 125 x 32 mm 10 Nos 208.00
0706 Anodised Aluminium kicking plate 50 cm long100x3.15 mm each 94.00
0713 Block board construction flush door with teak wood ply on both faces
35 mm thick sqm 1,100.00
0717 Block board construction flush door with commercial ply on both faces
35 mm thick sqm 632.00
0752 Block board construction flush door lipping sqm of
door area 245.00
0753 Square vision panel in Block board construction flush door sqm of
door area 86.00
0754 Circular vision panel in Block board construction flush door Sqm of
door area 118.00
0755 Decorative type Louvers in Block board construction flush door sqm of
door area 210.00
0757 Rebate cutting in Block board construction flush door sqm of
door area 57.00

12

No Rs.

0759 Decorative plywood 4 mm sqm 250.00
0761 Fuel wood quintal 265.00
0763 Glue kilogram 50.00
0765 Hessian cloth sqm 10.00
0768 Cement Concrete Jali 50 mm thick sqm 145.00
0771 Kerosene oil litre 19.00
0773 Unslaked lime quintal 260.00
0775 Dehradun white lime quintal 295.00
0776 Satna lime quintal 178.00
0777 Dry hydrated lime (factory made) quintal 177.00
0784 Marble dust/ powder cum 800.00
0785 Marble chips up to 4mm and downsize White & black quintal 115.00
0788 Marble chips large size above 4 mm White & black quintal 115.00
0810 Moorum cum 310.00
0811 Mud (dry) cum 20.00
0815 Dry distemper kilogram 26.00
0816 Oil bound washable distemper/ Acrylic distemper kilogram 40.00
0818 Linseed oil (double boiled) litre 80.00
0820 Cement primer litre 70.00
0821 Distemper primer litre 73.00
0823 Pink primer (for wood) litre 72.00
0826 Aluminium paint litre 89.00
0827 Acid proof paint (chocolate or black) litre 93.00
0828 Anticorrosive bituminous paint (black) litre 52.00
0829 Black Japan litre 65.00
0830 Enamel paint litre 115.00
0831 Floor enamel paint in all shades except green litre 100.00
0833 Synthetic enamel paint in black or chocolate shade litre 115.00
0834 Synthetic enamel paint in all shades except black or chocolate shade litre 120.00
0835 Plastic emulsion paint litre 140.00
0845 Roofing paint for iron sheets in red colour litre 95.00
0850 White lead kilogram 60.00

13

No Rs.

0851 Water proofing cement paint kilogram 36.00
0855 Wax polish (ready made) kilogram 150.00
0856 Ordinary varnish litre 49.00
0857 Superior copal varnish litre 100.00
0858 Superior spar varnish litre 105.00
0859 Oil type wood preservative litre 60.00
0863 Putty for wood work kilogram 24.00
0865 Pig lead kilogram 58.00
0868 Premixed super white gypsum plaster. kg 5.20
0869 Plaster of Paris kilogram 2.50
0870 Plug each 6.00
0873 Copper pins 6 mm dia 7.5 cm long each 7.50
0874 Black colour dark shade pigment kilogram 42.00
0875 Red, chocolate, orange, buff or yellow (red oxide of iron) light shade
pigment kilogram 65.00
0876 Green or blue medium shade pigment kilogram 45.00
0886 Standard holder bat clamps for sand cast iron or cast iron pipes 150
mm dia each 20.00
0966 Sand Cast iron plain shoe 150 mm dia each 222.00
0967 Copper plate kilogram 195.00
0969 Pulley 25 mm dia each 18.00
0973 Rolling shutter made of 80x1.25 mm machine rolled laths sqm 767.00
0974 Top cover for rolling shutters metre 400.00
0975 27.5 cm long wire spring grade no 2 for rolling shutters each 170.00
0976 Ball bearing for rolling shutters each 280.00
0977 Extra for mechanical devices chain and cranked operation for
operating rolling shutters : exceeding 10.00 sq.m and up to 16.80
sq.m area of door sqm 400.00
0978 Extra for mechanical devices chain and cranked operation for
operating rolling shutters : exceeding 16.80 sq.m area of door sqm 450.00
0979 Royalty for good earth cum 11.00
0980 Royalty for sludge cum 60.00
0982 Coarse sand (zone III) cum 600.00
0983 Fine sand (zone IV) cum 320.00
0992 Galvanised steel plain sheets quintal 3,450.00
0994 Standard quality hard board sheet 3 mm thick sqm 103.00

14

No Rs.

0996 Standard quality hard board sheet 4.5 mm thick sqm 120.00
0999 Shellac kilogram 192.00
1000 Spirit litre 37.00
1001 Spun yarn kilogram 30.00
1002 Mild steel round bar 12 mm dia and below quintal 3,100.00
1003 Mild steel round bar above 12 mm dia quintal 3,050.00
1004 Average rate of Mild steel round bars for reinforcements quintal 3,075.00
1005 Twisted steel / deformed bars quintal 3,175.00
1006 Mild steel square bars quintal 3,175.00
1007 Structural steel such as tees, angles channels and R.S. joists quintal 3,100.00
1008 Flats up to 10 mm in thickness quintal 2,900.00
1009 Flats exceeding 10 mm in thickness quintal 2,875.00
1010 Mild steel plates quintal 3,400.00
1013 Mild steel sheets for tanks quintal 3,475.00
1015 Mild steel expanded metal 20x60 mm strands sqm 200.00
1019 Mild steel hooks each 22.00
1020 Mild steel rivets quintal 3,500.00
1021 Hard drawn steel wire fabric sqm 310.00
1022 Galvanised steel bolts & nuts 6 mm dia and 25 mm long round head
with slots 10 Nos 9.00
1023 Galvanised steel J or L hooks 8 mm dia 10 Nos 58.00
1024 Galvanised steel bolts & nuts 10 mm dia and 125 mm long round
head with slots each 7.00
1025 Mild stel bolts 6 mm dia and 25 mm long with hexagonal head 10 Nos 18.00
1028 Straining bolts each 50.00
1029 Galvanised steel barbed wire quintal 4,400.00
1030 Galvanised steel turn buckles each 9.00
1031 Galvanised steel bolts & nuts 10 mm dia and 27 cm long both sides
threaded with 4 galvanised steel nuts each 13.00
1032 Galvanised steel bolts 10 mm dia and 7 cm long with nuts each 9.00
1034 Bolts and nuts up to 300 mm in length quintal 4,300.00
1035 Bolts and nuts above 300 mm in length quintal 4,300.00
1036 Iron pintels including welded pin each 28.00
1143 Steel beading metre 15.00
1145 Aluminium Plain Strip edging 38x12x3 mm metre 78.00

15

No Rs.

1149 Glass strip 4 mm thick40 mm deep metre 6.00
1151 Boundary stone top chisel dressed 15x15x90 cm each 46.00
1154 Through and bond stone 100 Nos 970.00
1157 Stone for masonry work cum 332.00
1158 Stone for pitching 15 cm x 22.5 cm cum 332.00
1159 Stone dust cum 700.00
1160 Red sand stone block 10 cudm 45.00
1161 White sand stone block 10 cudm 50.00
1163 White sand stone slab 75 mm thick (un-dressed) sqm 256.00
1164 Red sand stone slab 40 mm thick (un-dressed) sqm 120.00
1165 White sand stone slab 40 mm thick (un-dressed) sqm 140.00
1166 Red sand stone slab 30 mm thick (un-dressed) sqm 97.00
1168 Kota stone slab 20 mm to 25 mm thick (semi-polished) sqm 239.00
1169 Kota stone slab 25mm thick (rough chiseled) Sq.m. 150.00
1174 Red sand stone slab 45 mm and 50 mm thick (un-dressed) sqm 145.00
1175 White sand stone slab 45 mm and 50 mm thick (un-dressed) sqm 160.00
1177 Stone grit 6 mm and down size or pea sized gravel cum 717.00
1179 Crushed stone 2.36 mm to 12.5 mm size cum 675.00
1186 Superior class teak wood such as Dandeli, Balarshah or Malabar in
planks 10 cudm 895.00
1187 First class teak wood in scantling 10 cudm 492.00
1188 First class teak wood in planks 10 cudm 506.00
1189 Second class teak wood in scantling 10 cudm 394.00
1190 Second class teak wood in planks 10 cudm 410.00
1194 Second class deodar wood in planks 10 cudm 335.00
1196 First class kail wood in planks 10 cudm 186.00
1197 Second class kail wood in scantling 10 cudm 160.00
1198 Second class kail wood in planks 10 cudm 178.00
1199 Sal wood in scantling 10 cudm 218.00
1201 Precast terrazzo tiles 22 mm thick (light shade) sqm 198.00
1202 Precast terrazzo tiles 22 mm thick(medium shade) sqm 175.00
1203 Precast terrazzo tiles 22 mm thick (dark shade) sqm 170.00
1207 G.I. Limpet washer 100 Nos 20.00
1208 Bitumen washer 100 Nos 18.00
1209 G.I. plain washer thick 100 Nos 27.00

16

No Rs.

1210 G.I. plain washer thin 100 Nos 20.00
1211 G.I. plain washer for seam bolts 100 Nos 21.00
1213 Water proofing materials kilogram 20.00
1214 Welding by gas plant cm 1.00
1215 Welding by electric plant cm 1.00
1216 Whiting quintal 329.00
1219 Wire nails kilogram 40.00
1220 Wire mesh (rabbit) sqm 38.00
1221 20 mm dia holding down bolts quintal 3,800.00
1222 Mild steel sheets with bolts and nuts to rest on pintels each 75.00
1224 Hard drawn steel wire quintal 3,100.00
1225 Mild steel flat strap fitting quintal 2,900.00
1227 Chequered terrazzo tiles 22 mm thick(light shade) sqm 230.00
1228 Chequered terrazzo tiles 22 mm thick(medium shade) sqm 200.00
1229 Chequered terrazzo tiles 22 mm thick (dark shade) sqm 170.00
1231 Extra for selected planks of second class teakwood 10 cudm 72.00
1234 Aluminium Plain Strip edging 57x12x3 mm metre 105.00
1235 Diesel oil litre 30.25
1237 Cutting marble or sand stone slab up to 50 mm thick by mechanical
device metre 6.00
1238 Extra for selected planks of first class teakwood 10 cudm 80.00
1241 Commercial LPG in cylinder. kg 35.00
1301 Bleaching powder quintal 1,550.00
1304 Surface box for stop cock each 72.00
1305 Surface box for sluice valve each 140.00
1307 Surface box for water meter each 185.00
1309 C.I. bracket for wash basin and sinks pair 48.00
1314 C.P.brass chain with 32 mm dia rubber plug each 21.00
1315 C.P.brass chain with 40 mm dia rubber plug each 22.00
1330 Clamps and M.S. stays including bolts and nuts for 100 mm pipe each 28.00
1331 M.S.Holder bat clamp of approved design for 100 mm S.C.I. pipe each 13.00
1332 M.S.Holder bat clamp of approved design for75 mm S.C.I. pipe each 11.00
1336 Clearing eye with chain and lid 100 mm dia each 37.00

17

No Rs.

1337 Clearing eye with chain and lid 150 mm dia each 41.00
1339 Brass bib-cock 15 mm dia each 157.00
1340 Brass bib-cock 20 mm dia each 193.00
1342 Brass stop-cock 15 mm dia each 157.00
1343 Brass stop-cock 20 mm dia each 193.00
1350 Mosquito proof coupling of approved design each 23.00
1352 C.I. cover and frame 300x300 mm inside each 265.00
1353 C.I.cover without frame 300x300mm inside i/c cover of 4.50 kg each 170.00
1354 Rectangular cover 455x610 mm with frame (low duty) each 1,395.00
1355 Rectangular cover 455x610mm without frame (low duty) each 844.00
1356 500 mm dia cover with frame (medium duty) each 4,257.00
1357 500 mm dia cover without frame (medium duty) each 2,129.00
1360 C.I.mouth, brass ferrule 15 mm dia each 80.00
1363 Vitreous china foot rests 250x130x30 mm pair 79.00
1364 C.I. grating 100x100 mm each 10.00
1369 S.C.I. gully or nahani grating 100 mm dia each 10.00
1373 Rubber insertions for80 mm dia pipe joints each 9.00
1374 Rubber insertions for 100 mm dia pipe joints each 12.00
1392 Mirror of superior make glass 60x45 cm each 249.00
1396 Vitreous china pedestal for wash basin each 527.00

18

No Rs.

1397 Pig lead kilogram 58.00
1464 S & S.C.I.standard specials up to 300 mm dia (heavy class) quintal 2,400.00
1466 S & S.C.I.standard specials over 300 mm dia (heavy class) quintal 2,595.00
1468 Flanged C.I. standard specials up to 300 mm dia(heavy class) quintal 4,320.00
1470 Flanged C.I. standard specials over 300 mm dia(heavy class) quintal 4,772.00
1472 Casing pipe 100 mm dia metre 292.00
1532 Flush pipe with union spreaders and clamps all in C.P. brass for
single stall each 204.00
double stall each 333.00
range of three stall each 415.00
range of four stall each 465.00
1540 Flush pipe and spreaders G.I.for single set of one squatting plate urinal each 138.00
1541 Flush pipe and spreaders G.I.for range of two squatting plates urinal each 203.00
1542 Flush pipe and spreaders G.I.for range of three squatting plates urinal each 255.00
1543 Flush pipe and spreaders G.I.for range of four squatting plates urinal each 320.00
1545 G.I. pipes 15 mm dia metre 58.00
1555 G.I. back (jam) nuts25 mm dia each 5.00
1559 G.I. back (jam) nuts65 mm dia each 15.00
1608 G.I. tees (equal) 25 mm each 38.00
1612 G.I. tees (equal) 65 mm each 215.00
1614 G.I. inlet connection each 50.00
1616 S.C.I. soil, waste and vent single socketed pipe1.80 metres
long:75mm dia each 537.00
1617 S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
100mm dia each 610.00
1618 S.C.I. soil, waste and vent single socketed pipe1.80 metres long:
150mm dia each 1,205.00

19

No Rs.

1620 S.C.I. plain bend75mm dia each 140.00
1621 S.C.I. plain bend 100mm dia each 178.00
1622 S.C.I. plain bend 150mm dia each 407.00
1624 S.C.I. bend with access door 75mm dia each 161.00
1625 S.C.I. bend with access door 100mm dia each 194.00
1627 S.C.I. plain single equal junctions75x75x75 mm dia each 205.00
1628 S.C.I. plain single equal junctions100x100x100 mm dia each 265.00
1630 S.C.I. single equal junctions75x75x75 mm dia with access door. each 224.00
1631 S.C.I. single equal junctions 100x100x100 mm dia with access door. each 297.00
1633 S.C.I. plain double equal junctions 75x75x75x75 mm dia each 296.00
1634 S.C.I. plain double equal junctions100x100x100x100 mm dia each 394.00
1636 S.C.I. double equal junctions75x75x75x75 mm dia with access door. each 333.00
1637 S.C.I. double equal junctions 100x100x100x100 mm dia with access
door. each 417.00
1639 Slotted cowl (terminal guard )75 mm dia each 109.00
1640 Slotted cowl (terminal guard ) 100 mm dia each 152.00
1641 G.I. Union 15 mm nominal bore each 32.00
1648 G.I. Union 80mm nominal bore each 392.00
1649 Polyethylene water storage tank with cover and suitable locking
arrangement per litre 4.00
1653 Sand cast iron S&S plain single unequal junctions : 100x100x75 mm
dia each 288.00
1656 Sand cast iron S&S single unequal junctions: 100x100x75 mm dia
with access door. each 321.00
1659 Sand cast iron S&S plain double unequal junctions : 100x100x75x75
mm dia each 423.00
1662 Sand cast iron S&S double unequal junctions: 100x100x75x75 mm
dia with access door. each 453.00
1666 Sand cast iron heel rest bend75mm dia each 165.00

20

No Rs.

1667 Sand cast iron heel rest bend 100mm dia each 197.00
1669 S.C.I. single equal invert branch of required degree75x75x75 mm dia each 239.00
1670 S.C.I. single equal invert branch of required degree 100x100x100 mm
dia each 321.00
1672 S.C.I. double equal invert branch of required degree 75x75x75x75
mm dia each 314.00
1673 S.C.I. double equal invert branch of required degree
100x100x100x100 mm dia each 422.00
1674 S.C.I. single unequal invert branch of required degree
100x100x75 mm dia each 382.00
1677 S.C.I. double unequal invert branch of required degree
100x100x75x75 mm dia each 458.00
1682 S.C.I. door pieces 75 mm dia each 211.00
1683 S.C.I. door pieces 100 mm dia each 291.00
1685 S.C.I. collar 75 mm dia each 82.00
1686 S.C.I. collar 100 mm dia each 110.00
1687 Unplasticised P.V.C. connection pipe with brass union 30 cm long 15
mm bore each 18.00
mm bore each 25.00
mm bore each 25.00
mm bore each 35.00
1693 S.C.I. hand pump each 450.00
1700 R.C.C. pipes NP2 class 100 mm dia metre 118.00
1711 R.C.C. pipes NP2 class 1000 mm dia metre 1,243.00

21

No Rs.

1714 R.C.C. collarsNP2 class 100 mm dia each 16.00
1854 Stoneware pipes grade A (60 cm long) 100 mm dia each 30.00
1863 Fire clay kitchen sink: 600x450x250 mm each 1,192.00
1871 White vitreous china laboratory sink450x300x150 mm each 664.00
1872 White vitreous china laboratory sink600x450x200 mm each 1,400.00
1875 White plastic seat (solid)with lid C.P.brass hinges and rubber buffers each 275.00
1876 Black plastic seat (solid) with lid C.P.brass hinges and rubber buffers each 250.00
1878 Shower rose C.P.brass for 15 to 20 mm inlet 100 mm dia each 28.00
1879 Shower rose C.P.brass for 15 to 20 mm inlet 150 mm dia each 40.00
1881 Spun yarn kilogram 30.00
1882 Strainer brass 40 mm dia 1.5 metre long each 405.00
1885 15 mm C.P.brass tap each 103.00
1889 C.P.brass toilet paper holder of standard size each 70.00
1891 C.I. trap for standard urinal with vent arm with operating and other
couplings in C.P.brass: 50 mm dia each 125.00
1893 C.I. trap for standard urinal with vent arm with operating and other
couplings in C.P.brass: 80 mm dia each 158.00

22

No Rs.

1895 C.P.brass trap40 mm dia each 99.00
1896 100 mm S.C.I. trap with vent heel each 260.00
1897 100 mm S.C.I. trap with 100 mm inlet and 100 mm outlet each 221.00
1898 100 mm S.C.I. trap with 100 mm inlet and75 mm outlet each 164.00
1900 S.W. gully trap P type 100x100 mm each 55.00
1913 Vitreous china lipped front urinal each 380.00
1915 Vitreous china squatting plate urinal each 610.00
1922 H.P. or L.P. ball valve with polythene floats: 15 mm dia each 175.00
1927 Brass full way valve with C.I. wheel (screwed end) 25 mm dia each 235.00
1932 Brass full way valve with C.I. wheel (screwed end) 80 mm dia each 1,160.00
1933 Gunmetal non-return valve-horizontal (screwed end) 25 mm dia each 238.00
1937 Gunmetal non-return valve-horizontal (screwed end) 65 mm dia each 1,085.00
1940 C.I.sluice valve (with caps) class I : 100 mm dia each 1,890.00
1947 Vitreous china flat back wash basin 630x450 mm each 585.00
1949 Vitreous china angle back wash basin 600x480 mm each 540.00
1950 Vitreous china angle back wash basin 400x400 mm each 347.00
1951 C.P. brass waste 32 mm each 48.00

23

No Rs.

1952 C.P. brass waste 40 mm each 53.00
1953 Vitreous china Indian type w.c. pan size 580 mm each 290.00
1954 Vitreous china orrisa type w.c. pan size 580 mm each 700.00
1955 Vitreous china pedestal type water closet each 554.00
1956 Bolts and nuts 16 mm dia 60 mm long each 8.00
1965 White vitreous china dual purpose closet (Anglo Indian W.C.) suitable
for use as squatting pan or European type water closet as per
manufacturer’s specifications each 796.00
1970 Vitreous china foot rests 250x125x25 mm pair 80.00
1980 Fly ash cum 6.00
1984 F.P.S. bricks tile class designation 100 1000 Nos 1,950.00
1986 Modular bricks class designation75 1000 Nos 2,700.00
2391 Strips-Aluminium fluted 3.15mm thick and 150mm wide metre 216.00
2392 Strips Aluminium fluted 3.15mm thick and 200mm wide metre Metre 288.00
2406 Float glass sheet of nominal thickness 4 mm (weight not less than
10kg/sqm). sqm 248.00
2407 Float glass sheet of nominal thickness 5.5 mm.(weight not less than
13.50 kg/sqm). sqm 340.00
2412 Ply wood 5 ply with commercial ply on both faces 6 mm thick sqm 282.00
2447 Hollock ballies 125 mm diameter metre 27.00
2449 Oxidised mild steel pull bolt lock (locking bolt) of size 85 mm x 42 mm
with screws, bolts, nuts and washers complete each 27.00
2451 Brass cupboard lock 6 levers (best make of approved quality) 40 mm
size each 36.00
size each 43.00
size each 55.00
size each 70.00

24

No Rs.

2455 Brass hanging type door stopper 150 mm each 46.00
2456 Hydraulic door closer bottle type M.S. body with necessary
accessories and screws complete each 506.00
2459 Anodised Aluminium hanging type door stopper each 14.00
2464 Anodised Aluminium pull bolt lock (locking bolt) of size 85 mmx42
mm with screws, bolts ,nuts and washers complete each 34.00
2465 Anodised Aluminium Casement stay 250 mm each 36.00
2466 Hollock wood in scantling 10 cudm 217.00
2467 Chromium plated Brass pull bolt lock (locking bolt) of size 85 mmx42
mm with screws, bolts, nuts and washers complete each 130.00
2468 Nickeled Chromium Brass cupboard lock 40 mm size each 38.00
2480 Ply wood 5 ply with teak ply on both faces 9 mm thick sqm 693.00
2481 Ply wood 5 ply with teak ply on one face and commercial ply on
another face 9 mm thick sqm 550.00
2483 Ply wood 7 ply with teak ply on one face and commercial ply on
another face 9 mm thick sqm 585.00
2500 Extra for selected planks of second class deodar wood 10 cudm 59.00
2504 Kiln seasoning of timber cum 539.00
2505 Hollock wood in planks 10 cudm 230.00
2602 F.P.S. bricks class designation75 1000 Nos 1,900.00
2603 F.P.S. bricks class designation50 1000 Nos 1,700.00
2704 Aluminium Strip 40 mm wide and 2 mm thick kilogram 195.00
2710 White marble makrana second quality plain veined stone pieces for
crazy flooring quintal 105.00
2750 8 mm thick granite stone tiles (mirror polished of all shades) sqm 555.00
2751 8 mm thick marble tiles (polished) Raj Nagar sqm 294.00
2903 Stone chippings/ screenings 4.75 mm nominal size cum 800.00
2904 Stone chippings/ screenings 150 micron nominal size cum 800.00
2908 Over burnt (Jhama) Brick Aggregate: 120 mm to 40 mm size cum 285.00
2909 Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size cum 320.00

25

No Rs.

2910 Stone chippings/ screenings 12.5/ 13.2 mm nominal size cum 700.00
2911 Stone chippings/ screenings 10/ 11.2 mm nominal size cum 700.00
2914 Solvent kilogram 18.00
2916 Paving Asphalt 80/100 penetration tonne 22,500.00
3002 Polyvinyl chloride sheet 400 micron thick sqm 26.00
3004 Stone ware spouts 100 mm dia 60 cm long each 28.00
3050 Galvanised steel corrugated sheets quintal 3,650.00
3213 Vitreous china Surgeon type wash basin of size 660x460 mm each 810.00
3228 600x120 mm glass shelf with anodised aluminium angle frame, C.P.
brass brackets and guard rail of standard size each 95.00
3311 C.I.sluice valve (with caps) class II : 100 mm dia each 1,950.00
3617 C.P. Brass union 40 mm dia each 130.00
3620 C.C.I.(spun) socketed soil, waste and vent pipe 1.80 metres
3621 C.C.I.(spun) socketed soil, waste and vent pipe 1.80 metres
3624 S.C.I. S&S bends with access door100mm dia each 225.00
3625 S.C.I. S&S bends with access door75mm dia each 179.00
3628 S.C.I. S&S bend100mm dia each 190.00
3629 S.C.I. S&S bend75mm dia each 143.00
3634 S.C.I. S&S heel rest sanitary bend 100mm dia each 233.00
3635 S.C.I. S&S heel rest sanitary bend 75mm dia each 204.00
3640 S.C.I. S&S single equal junctions100x100x100 mm each 367.00

26

No Rs.

3641 S.C.I. S&S single equal junctions75x75x75 mm each 276.00
3644 S.C.I. S&S single equal junctions with access door 100x100x100 mm each 396.00
3645 S.C.I. S&S single equal junctions with access door 75x75x75 mm each 294.00
3650 S.C.I. S&S double equal junctions100x100x100x100 mm each 467.00
3651 S.C.I. S&S double equal junctions75x75x75x75 mm each 373.00
3654 S.C.I. S&S double equal junctions with access door
100x100x100x100 mm. each 502.00
3655 S.C.I. S&S double equal junctions with access door 75x75x75x75
mm. each 400.00
3660 S.C.I. S&S single unequal junctions100x100x75 mm each 461.00
3664 S.C.I. S&S single unequal junctions with access door
100x100x75 mm each 523.00
3670 S.C.I. S&S double unequal junctions100x100x75x75 mm each 639.00
3674 S.C.I. S&S double unequal junctions with access door
100x100x75x75 mm each 700.00
3681 S.C.I. S&S single equal invert branch of required degree
100x100x100 mm dia each 325.00
3682 S.C.I. S&S single equal invert branch of required degree 75x75x75
mm dia each 247.00
3685 S.C.I. S&S double equal invert branch of required
degree100x100x100x100 mm dia each 414.00
3686 S.C.I. S&S double equal invert branch of required degree
75x75x75x75 mm dia each 334.00
3690 S.C.I. S&S single unequal invert branch of required
degree100x100x75 mm dia each 422.00
3695 S.C.I. S&S double unequal invert branch of required
degree100x100x75x75 mm dia each 574.00
3699 S.C.I. S&S, 75 mm offset for75 mm dia pipe each 179.00
3728 S.C.I S&S door pieces 100 mm dia each 230.00
3729 S.C.I S&S door pieces 75 mm dia each 176.00
3733 S.C.I S&S, Slotted Cowl (Terminal Guard) 100 mm each 154.00
3734 S.C.I S&S, Slotted Cowl (Terminal Guard) 75 mm each 142.00

27

No Rs.

3738 S.C.I S&S, collars 100 mm each 161.00
3739 S.C.I S&S, collars 75 mm each 115.00
3749 Vitreous china toilet paper holder of standard size each 89.00
3860 560 mm dia cover with frame (Heavy duty) each 7,634.00
3861 560 mm dia cover without frame (Heavy duty) each 3,664.00
4006 Pressed steel door frames (mild steel sheet 1.25mm) Profile “B” metre 170.00
4007 Pressed steel door frames (mild steel sheet 1.25mm) Profile “C” metre 187.00
4008 Pressed steel door frames (mild steel sheet 1.25mm) Profile “E” metre 214.00
4009 Mild steel tubes hot finished welded type kilogram 38.00
4010 Mild steel tubes hot finished seamless type kilogram 42.00
4011 Mild steel tubes electric resistant or induction butt welded kilogram 53.00
4012 Circular C.I. Box for ceiling fan each 35.00
4013 Pulley 40 mm dia each 19.00
4014 Ready made steel door with necessary hinges, lugs and glazing clips
excluding other fittings & their fixing sqm 1,406.00
4201 Aluminium primer litre 63.00
4202 Red oxide Zinc chromate primer litre 58.00
4203 Copper acetate kilogram 228.00
4204 Hydrochloric acid kilogram 27.00
4205 Copper chloride kilogram 244.00
4206 Copper nitrate kilogram 173.00
4207 Ammonium chloride kilogram 12.00
5001 Mobil oil litre 95.00
6001 White marble slab Makrana second quality plain veined 18 mm thick sqm 1,722.00
6007 Pink marble slab plain 18mm thick sqm 546.00
6010 Udaypur green marble slab plain 18mm thick sqm 580.00
6019 Black Zebra marble slab plain 18mm thick sqm 415.00
6501 Sand zone V (Jamuna) cum 175.00
7001 Brass 100mm mortice latch and lock with6 levers without pair of
handles each 150.00
7003 Pair of Anodised Aluminium lever handles for 100mm mortice latch
and lock each 195.00

28

No Rs.

7005 Vitreous china 10 litres low level cistern without fittings each 824.00
7006 Vitreous china 10 litres low level cistern with fittings each 1,390.00
7008 F.P.S. clay fly ash bricks class designation 75 1000 Nos 1,412.00
7009 Gypsum board sqm 140.00
7010 Ceiling sections metre 36.00
7011 Perimeter channel metre 23.00
7012 Intermediate channel metre 38.00
7013 Ceiling angle metre 16.00
7014 Connecting clips each 5.00
7015 Soffit cleat each 3.00
7016 Joint filler kilogram 19.00
7017 Joint finisher kilogram 22.00
7018 Joint tape roll roll 120.00
7019 Dash fastener/ Chemical fastener each 8.00
7020 All drive screws ( for gypsum board) 100 Nos 40.00
7021 Primer ( for gypsum board) litre 76.00
7022 Chlorpyriphos 20% E.C. / Lindane 20% E.C. litre 150.00
7023 Chromium plated brackets ( curtain rods) each 5.00
7024 Acid Proof cement tonne 7,400.00
7027 M.S. Butt hinges 125x90x4 mm 10 Nos 80.00
7029 Galvanised wire mesh of average width of aperture 1.4 mm and
nominal dia. of wire 0.63 mm sqm 142.00
7032 Frosted glass sheet of nominal thickness 4 mm (weighing not less
than 10 kg/sqm) sqm 257.00
7034 Nickel plated M.S. pipe 20 mm dia. metre 54.00
7035 Nickel plated M.S. Brackets for curtain rod 20 mm each 3.00
7036 Nickel plated M.S. Brackets for curtain rod 25 mm each 4.00
7042 Mild steel conduit pipe (heavy type) ISI marked-20 mm dia. metre 44.00
7043 Mild steel conduit pipe (heavy type) ISI marked-25 mm dia. metre 49.00
7044 Rolling shutters of 80x0.90 mm laths sqm 576.00
7045 Rolling shutters of 80x1.2 mm laths sqm 615.00
7046 Top cover of Rolling shutters 0.90 mm thick metre 205.00
7047 Top cover of Rolling shutters 1.20 mm thick metre 228.00
7048 Rawl plug 50 mm (designation 10 no.) each 7.00

29

No Rs.

7049 Teak wood lipping of size 25x3 mm in pelmets metre 16.00
7055 Flat pressed 3 layer and graded particle board (medium density)
Grade 1 conforming to IS : 3087 - 18 mm thick sqm 301.00
7056 Aluminium tee channel (heavy duty) with rollers and stop end metre 35.00
7059 Aluminium hanging floor door stopper with twin rubber & stopper each 44.00
7060 Hydraulic door closer tubular type Aluminium section body each 765.00
7063 Oxidised M.S.casement stay (straight peg type) 300 mm not less than
0.33 kg each 14.00
0.28 kg each 12.00
0.24 kg each 11.00
7068 Extra for providing grilled rolling shutters with 8 mm dia M.S. rod sqm 185.00
7070 Chequered precast cement concrete tiles 22mm thick using marble
chips of size 6mm - Light shade using white Cement. sqm 415.00
7071 White marble Raj Nagar plain 20 mm thick (slab area 0.10 sqm to
0.20 sqm) sqm 415.00
7077 Acid and alkali resistant tiles 300x300 mm size, 10 mm thick 10 Nos 460.00
7087 S.C.I. Tee 150 mm each 460.00
7090 Expanded polystyrene type N- Normal sqm 108.00
7091 Expanded polystyrene type - SE sqm 131.00
7095 Stainless steel kitchen sink - with drain board bowl depth 250 mm. each 4,900.00
7096 Stainless steel kitchen sink - with drain board 510 x 1040mm bowl
depth 225 mm. each 4,600.00
7097 Stainless steel kitchen sink - with drain board 510 x 1040mm bowl
7098 Stainless steel kitchen sink - with drain board 510x1040mm bowl
depth 178 mm each 2,600.00
7101 Stainless steel kitchen sink - without drain board 610x510mm bowl
7104 Coloured Orissa pattern W.C. pan 580x440 mm each 1,043.00
7105 Coloured Pedestal type W.C. pan 580x440 mm (European type) each 865.00
7106 Coloured Vitreous china 10 lit. low level cistern each 1,268.00
7107 Coloured (other than black) solid P.V.C. seat in European W.C. pan each 380.00

30

No Rs.

7112 Circular shape 450 mm dia Mirror with Plastic moulded frame each 370.00
7113 Rectangular shape 453x357 mm Mirror with Plastic moulded frame each 245.00
7114 Oval shape 450x350 mm (outer dimensions) Mirror with Plastic
moulded frame each 280.00
7115 Rectangular shape 1500x450 mm Mirror with Plastic moulded frame each 635.00
7116 Hard board 6 mm thick sqm 151.00
7117 Semi Rigid PVC waste pipe for sink and wash basin 32 mm dia with
length not less than 700 mm i/c PVC waste fittings each 16.00
7118 Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with
length not less than 700 mm i/c PVC waste fittings each 21.00
7119 Flexible (coil shaped) PVC waste pipe for sink and wash basin 32
mm dia with length not less than 700 mm i/c PVC waste fittings each 20.00
7120 Flexible (coil shaped) PVC waste pipe for sink and wash basin 40
mm dia with length not less than 700 mm i/c PVC waste fittings each 22.00
7123 Coloured High density polyethylene/ poly propylene 10 lit. (full flush)
capacity controlled low level flushing cistern with fittings each 632.00
7126 White Vitreous china 10 lit. (full flush) capacity controlled low level
flushing cistern with all fittings each 858.00
7127 Coloured Vitreous china 10 lit. (full flush) capacity controlled low level
flushing cistern with all fittings each 1,277.00
7128 S.W. intercepting trap 100 mm dia each 144.00
7129 S.W. intercepting trap 150 mm dia each 202.00
7130 Rectangular shape 600x450 mm precast R.C.C. manhole cover with
frame - L.D. - 25 each 628.00
7131 Square shape 350x350 mm precast R.C.C. manhole cover with frame
- L.D. - 25 each 540.00
7132 Circular shape 450 mm dia precast R.C.C. manhole cover with frame
- L.D. - 25 each 474.00
7133 Rectangular shape 500x500 mm precast R.C.C. manhole cover
with frame - M.D. - 10 each 575.00
- M.D. - 10 each 575.00
- H.D. - 20 each 838.00
- E.H.D. - 35 each 935.00
7137 Factory made 35 mm thick shutters with laminated veneer lumber
styles rails as per TADS IS:1995 and panels of 12 mm thick plain
type-I, medium density flat pressed three layer, graded particle board
(FPT-I) as per IS:3087-1985 bonded with BWP type synthetic resin
adhesive, as per IS:848-1974 sqm 1,500.00

31

No Rs.

styles rails as per TADS IS:1995 and panels of 12 mm thick both
sides prelaminated type-I, medium density flat pressed three layer,
graded particle board (FPT-I) as per IS:3087-1985 bonded with BWP
type synthetic resin adhesive, as per IS:848-1974 sqm 1,618.00
styles rails as per TADS IS:1995 and panels of 12 mm thick one side
prelaminated type-I, and other side balancing lamination, medium
density flat pressed three layer, graded particle board (FPT-I) as per
IS:3087-1985 bonded with BWP type synthetic resin adhesive, as per
IS:848-1974 sqm 1,572.00
styles rails as per TADS IS:1995 and panels of sheet glass using 10
kg/ sqm glass panes sqm 1,290.00
styles rails as per TADS IS:1995 and panels of galvanised wire
gauge with average width of aperture 1.4 mm on both directions with
wire of dia 0.63 mm sqm 1,328.00
styles rails as per TADS IS:1995 and panels of galvanised wire
gauge with average width of aperture 1.4 mm on both directions with
wire of dia 0.63 mm sqm 1,150.00
7157 Laminated veneer lumber confirming to TADSS IS:1995
manufactured in factory in frames of doors, windows 10 cudm 540.00
7181 C.I. pile shoe kilogram 40.00
7182 M.S. clamps for pile shoe kilogram 35.00
7183 Bentonite tonne 2,700.00
7184 Oxidised M.S. safety chain (weighing not less than 450 gms) for door each 43.00
7187 C.I. grating 150 mm dia. (Weighing not less than 440 gm) each 16.00
7188 U-PVC pipes (working pressure 4 kg / cm2) Single socketed pipe 75
mm dia. metre 58.00
7189 U-PVC pipes (working pressure 4 kg / cm2) Single socketed pipe 110
mm dia. metre 112.00
7190 U-PVC pipes (working pressure 4 kg / cm2) Rubber (Seal) Ring 75
mm dia. each 14.00
7191 U-PVC pipes (working pressure 4 kg / cm2) Rubber (Seal) Ring 110
mm dia. each 17.00
7192 UPVC coupler for UPVC drainage pipes 75 mm each 30.00
7193 UPVC coupler for UPVC drainage pipes 110 mm each 40.00
7194 UPVC pushfit coupler (single) 75 mm thick each 47.00

32
No Rs.

7195 UPVC pushfit coupler (single) 110 mm thick each 72.00
7196 UPVC single equal Tee (with door) 75x75x75 mm each 83.00
7208 UPVC bend 87.5o 75 mm bend each 50.00
7209 UPVC bend 87.5o 110 mm bend each 85.00
7212 UPVC plain shoe 75 mm bend each 105.00
7213 UPVC plain shoe 110 mm bend each 196.00
7214 UPVC pipe clip 75 mm bend each 15.00
7215 UPVC pipe clip 110 mm bend each 30.00
7231 Resin Bonded Glass wool 16 kg/m³ 50 mm thick sqm 114.00
7232 Resin Bonded Glass wool 24 kg/m³ 50 mm thick sqm 163.00
7233 Fibre glass tissue reinforcement Type II Grade I sqm 55.00
7236 Precast chequered cement tiles 22 mm thick Dark shade using
ordinary cement sqm 193.00
7237 Precast chequered cement tiles 22 mm thick Medium shade using
50% White cement & 50% Ordinary cement sqm 305.00
7239 Epoxy paint litre 280.00
7240 Fire retardant paint litre 318.00
7241 Melamine polish litre 228.00
7244 Table rubbed polished stone 18 mm thick (75x50cm) Agaria Marble
stone - 18 mm thick sqm 1,440.00
7245 Table rubbed polished stone 18mm thick (75x50cm) Granite stone
- 18mm thick sqm 1,670.00
7246 Vertical load testing (INITIAL) 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 and up to 50MT capacity pile. per test 19,500.00
test etc. complete as per specification & above 50MT and up to
100MT. per test 27,500.00
test etc. complete as per specification & group of two or more up to
50MT. per test 37,500.00
7249 Cyclic vertical load testing of piles in accordance with IS : 2911
(Part-IV) including preparation of pile head etc. for Single pile up to 50
tonne capacity per test 11,500.00

33

No Rs.

7250 Cyclic vertical load testing of piles in accordance with IS : 2911
(Part-IV) including preparation of pile head etc. for Single pile above 50
tonne capacity pile and up to 100 tonne capacity pile per test 18,000.00
7251 Cyclic vertical load testing of piles in accordance with IS : 2911 (Part-
IV) including preparation of pile head etc. for Group of two piles up to
50 tonne capacity each per test 23,000.00
7252 Lateral load testing of single pile in accordance with IS : 2911
part -IV for determining safe allowable lateral load on pile. Up to 50
tonne capacity per test 11,500.00
7253 Lateral load testing of single pile in accordance with IS : 2911
part -IV for determining safe allowable lateral load on pile. Above
50 tonne capacity per test 18,000.00
7254 Hardening Compound litre 29.00
7255 Road marking paint (spirit based) litre 97.00
7256 Superior quality road marking paint litre 148.00
7257 C.P. Brass bibcock 15 mm each 258.00
7258 C.P. Brass long nose bibcock 15 mm each 220.00
7259 C.P. Brass long body bibcock 15 mm each 258.00
7260 C.P. Brass stop cock (concealed) 15 mm each 258.00
7261 C.P. Brass angle valve 15 mm each 288.00
7266 Pressed clay tiles, 20 mm thick of size 250x250 mm 1000 Nos 8,900.00
7267 Plain ceiling tiles (BWP type phenol formaldehyde synthetic resin
bonded) (600x600x12 mm) each 90.00
7268 Semi perforated ceiling tiles (600x600x12 mm) each 90.00
7269 25 mm thick particle board sqm 390.00
7270 30 mm thick prelaminated flush door shutter sqm 716.00
7271 IInd class teak wood lipping 25 mm wide x 12 mm thick metre 28.00
7272 25 mm thick melamine faced prelaminated three layer particle board sqm 708.00
7295 Granite Black marble, 18 mm thick slab, above 0.2 sqm up to 0.5 sqm
(areawise) sqm 1,500.00
7297 Granite Black marble, 18 mm thick slab, above 1.0 sqm up to 2.0 sqm
(areawise) sqm 1,615.00
7306 Aluminium T or L sections kilogram 195.00
7307 For flush door shutters Extra for providing teak veneering on one side
instead of commercial veneering sqm 225.00
7309 Paving Asphalt 60/70 penetration tonne 23,200.00
7312 Expandable fastener with plastic sleeve and M.S. screws. 25 mm
long each 6.00
long each 7.00

34

No Rs.

long each 9.00
long each 11.00
7318 Plasticizer / super plasticizer kilogram 30.00
7319 Wall form panel 1250x500 mm each 980.00
7320 Tie bolt 12 mm dia 100 mm length each 31.00
7324 Spring coil 12 mm each 10.00
7325 Plastic cone 12 mm dia each 12.00
7326 Corner angle 45x45x5 mm 1.50 m long each 280.00
7327 100 mm channel shoulder 2.5 m long each 1,000.00
7328 Double clip ( bridge clip) each 75.00
7329 Single clip each 60.00
7330 M.S. tube 40 mm dia metre 225.00
7331 Wall form panel 1250x450 mm each 900.00
7332 Corner angle 45x45x5 m 2.50 m long each 275.00
7333 Column clamp 450x1070 m each 1,100.00
7334 Prop 2 m ( 2-3.5m) each 750.00
7335 Binding wire kilogram 40.00
7338 Gun metal cramp kilogram 270.00
7339 Stainless steel cramp kilogram 280.00
7340 Stainless steel pin . kg 130.00
7342 Adjustable span ESO+SI (2.35-3.40) each 1,600.00
7343 Adjustable telescopic prop 3 m (2.02-3.75 m) each 1,000.00
7344 Beam clamp 300-380 mm (450-1070 mm) each set 375.00
7345 Prop 4 m each 1,030.00
7346 Double coupler each 45.00
7347 Cadmium plated full threaded steel screws (30x4 mm dia.) 100 Nos 23.00
7348 Aluminium washer 2 mm thick 15 mm dia 100 Nos 7.00
7349 12 mm M.S. ‘U’ beading metre 9.00
7354 Plastic encapsulated M.S. foot rest 30x20x15 cm each 93.00

35

No Rs.

7358 Flushing Cistern P.V.C. 10 lts capacity ( low level ) (White) ( with
fittings, accessories and flush pipe) each 570.00
7359 P.V.C. automatic flushing cistern 5 lts capacity each 430.00
7361 P.V.C. automatic flushing cistern 10 lts capacity each 465.00
7363 15 mm C.P. brass tap with elbow operation lever each 396.00
7364 White glazed fire clay draining board 600x450x25 mm each 390.00
7366 Glass reinforced Gyp sum ( GRG) board 8.5 mm thick sqm 190.00
7367 Galvanised M.S. sheet 0.5 mm thick pressed channel section of size
50x32 mm metre 48.00
7369 Galvanised M.S. sheet 0.50 mm thick pressed stud. 48x34x36 mm metre 55.00
7375 G.I. flush pipe and C.P. brass spreader including C.P. connecting
pipe Single lipped urinal each 352.00
pipe Range of two lipped urinals each 880.00
pipe Range of three lipped urinals each 1,070.00
pipe Range of four lipped urinals each 1,530.00
7379 White vitreous china clay half stall urinal flat back 580x380x350 mm
or angle back 450x375x350 mm with waste fittings as per IS : 2556 each 1,224.00
7380 Precast R.C.C. grating with frame 500x450 mm horizontal grating each 533.00
7381 Precast R.C.C. grating with frame 450x100 mm vertical grating each 250.00
7382 Bitumen emulsion rapid setting (R.S.) confirming to IS : 8887-1995 tonne 32,000.00
7385 3 mm thick translucent white acrylic plastic sheet sqm 515.00
7386 12 thick particle board ceiling tile sqm 225.00
7387 Spigot for standard jointing Kilogram 38.00
7388 Dash hold fastener 12.5 mm dia, 40 mm long with 6 mm dia bolt each 30.00
7389 Anodising 15 microns on aluminium sections kilogram 32.00
7390 Neoprene/EPDM rubber gasket metre 22.00
7391 Anodising 25 microns on aluminium sections kilogram 40.00
7392 Powder coating 50 microns on aluminium sections. kilogram 45.00
7393 Polyester powder coating 50 microns on aluminium sections kilogram 50.00
7394 Double action hydraulic floor spring with stainless steel cover plate each 1,400.00
7395 6 mm dia. G.I. adjustable hangers including clips (up to 1.2 m length) each 25.00
7396 Double action hydraulic floor spring with brass cover plate each 1,550.00
7397 Base Jack each 165.00
7398 Challies each 715.00
7399 Cup Locks each 66.00
7400 15 mm PTMT bib cock each 96.00
7401 15 mm PTMT bib cock with flange (fancy) each 135.00
7402 15 mm PTMT bib cock long body with flange each 155.00

36

No Rs.

7403 15 mm dia PTMT stop cock(male thread) each 96.00
7405 20 mm dia. PTMT stop cock each 120.00
7406 PTMT pillar cock each 150.00
7407 PTMT push cock 15 mm dia. each 90.00
7408 PTMT push cock 12 mm dia. 20 mm BSP each 75.00
7409 PTMT grating 100 mm dia. each 30.00
7410 PTMT pillar cock (fancy) 15 mm foam flow each 220.00
7411 125 mm grating with waste hole each 36.00
7412 Rectangular type with openable circular lid 150 mm size 18 mm high
with 100 mm dia. (110 gm) each 90.00
7415 Double acting air valve 50 mm each 3,050.00
7418 Water meter (including testing charges) 80 mm each 1,800.00
7422 Dirt box strainer 80 mm each 2,500.00
7426 Cat’s eye each 450.00
7427 Water stops Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 330.00
7428 Water stops Dumb bell with central bulb metre 306.00
7429 Kickers metre 325.00
7430 Wedge expansion hold fastener 1/4" or 6 mm each 10.00
7439 8mm thick (mirror polished tiles machine cut edge) Raj Nagar white sqm 430.00
7442 Wheel 75 mm dia. 40 mm wide each 52.00
7443 Aluminium single cleat of size 30x32x3 each 10.00
7444 Aluminium grip strip of size 50x12x2 each 7.00
7445 25 mm prelaminated flush door both side decorative sqm 650.00
7449 Aluminium U beading kilogram 195.00
7451 Glass sheet (Pin headed) 4 mm thick sqm 160.00
7452 Raj nagar plain white marble (table rubbed and polished) 18 mm thick
above 0.10 sqm up to 0.20 sqm sqm 540.00

37

No Rs.

7453 Raj nagar plain white marble (table rubbed and polished) 18 mm thick
above 0.20 sqm up to 0.50 sqm sqm 580.00
7466 Second class deodar teak wood lipping 30 mm widthx12mm metre 15.00
7468 Veneered particle board with commercial veneering on both sides 12
mm thick sqm 418.00
7477 Prelaminated particle board with one side decorative and other side
balancing lamination, flat pressed 3 layer & graded (medium density)
Grade I, Type II conforming to IS : 12823 (exterior grade)12 mm thick sqm 595.00
7480 Prelaminated particle board with both sides decorative lamination, flat
pressed 3 layer & graded (medium density) Grade I, Type II
conforming to IS : 12823 (exterior grade)12 mm thick sqm 625.00
7485 Oxidised M. S. hinges finished with nickel plating 50 mm (Over all width) metre
29.00
7486 Oxidised M. S. hinges finished with nickel plating 65 mm (Over all width) metre
34.00
7491 PTMT Waste Coupling 31/32MM Each 45.00
7492 PTMT Waste Coupling 38/40MM Each 66.00
7493 PTMT Bottle Trap 31/32MM Each 295.00
7494 PTMT Bottle Trap 38/40MM Each 320.00
7495 PTMT Ball Cock 15mm Complete with Epoxy Coated Aluminium Road &
H.D. Ball Each 121.00
H.D. Ball Each 1,120.00
7500 PTMT Angle Stop cock with Flange 15mm Each 120.00
7501 PTMT Swiveling shower 15mm Each 81.00
7503 PTMT Liquid Soap Container of 400ml capacity Each 135.00
7504 PTMT Towel Ring 215xd200x37mm Each 108.00

38

No Rs.

7505 PTMT Towel Rail (450MM) Each 180.00
7506 PTMT Towel Rail (600MM) Each 210.00
7507 PTMT Shelf 450x124x36mm Each 245.00
7508 PTMT Urinal Spreader 15MM Each 120.00
7509 PTMT Soap Dish/Holder 138x102x75mm Each 108.00
7512 PTMT handle 125x34x24mm Each 27.00
7513 PTMT handle 150x34x24mm Each 30.00
7514 PTMT butt hinges 75x60x10mm Each 36.00
7515 PTMT butt hinges 100x75x10mm Each 48.00
7516 PTMT Tower bolt 152x42x18mm Each 60.00
7517 PTMT Tower bolt 202x42x18mm Each 72.00
7518 PTMT door catcher 72x42mm Each 24.00
7552 Coir veneered board 4mm thick sqm 235.00
7651 Ductile Iron class K - 9 pipe Conforming to I.S. 8329 100mm dia Metre 658.00
7652 Ductile Iron class K - 9 pipe Conforming to I.S. 8329 150mm dia Metre 978.00
7653 Ductile Iron class K - 9 pipe Conforming to I.S. 8329 200mm dia Metre 1,348.00
7654 Ductile Iron class K - 9 pipe Conforming to I.S. 8329 - 250mm dia Metre 1,743.00
7666 Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 100mm dia Each 25.00

39

No Rs.

7681 Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 1000mm dia Each 1,188.00
7682 Ductile Iron K - 12 specials suitable for push on jointing up to 600mm
dia Quintal 8,938.00
7683 Ductile Iron K - 12 specials suitable for push on jointing over 600mm
dia Quintal 13,413.00
7684 Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 -
up to 600mm dia Quintal 9,400.00
7685 Ductile Iron Specials suitable for mechanical jointing as per I.S. 9523
over 600mm dia Quintal 14,239.00
7686 Ductile Iron Pipe Class K-9 flanges and welding 100mm dia Metre 1,888.00
7687 Ductile Iron Pipe Class K-9 flanges and welding 150 dia metre 2,613.00
7690 Ductile Iron Pipe Class K-9 flanges and welding 300mm dia metre 5,788.00
7697 S&S Centrifugally (Spun) C.I. Pipe class LA 100mm dia Metre 624.00
7698 S&S Centrifugally (Spun) C.I. Pipe class LA 125mm dia metre 763.00
7699 S&S Centrifugally (Spun) C.I. Pipe class LA 150mm dia metre 901.00
7700 S&S Centrifugally (Spun) C.I. Pipe class LA 200mm dia Metre 1,252.00

40

No Rs.

7703 S&S Centrifugally (Spun) C.I. Pipe class LA 350mm dia metre 2,918.00
7708 S&S Centrifugally (Spun) C.I. Pipe Specials as per IS 1538 suitable
for lead jointing up to 300mm dia Quintal 3,530.00
7709 S&S Centrifugally (Spun) C.I. Pipe Specials as per IS 1538 suitable
for lead jointing over 300mm dia Quintal 3,988.00
7710 S&S Centrifugally (Spun) C.I. Pipe specials suitable for mechanical
joint as per I.S. 13382 up to 300mm dia Quintal 5,338.00
7711 S&S Centrifugally (Spun) C.I. Pipe Specials suitable for mechanical
joint as per IS 13382 over 300mm dia Quintal 5,580.00
7712 Screwed double flanged centrifugally cast (spun) C.I. Pipe of Class B
conforming to I.S. 1536, - 100mm dia Metre 977.00
conforming to I.S. 1536, - 150mm dia Metre 1,511.00
conforming to I.S. 1536, - 400mm dia metre 5,885.00
conforming to I.S. 1536, - 500mm dia metre 9,962.00
7722 Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 100mm dia Metre 597.00
7723 Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 150mm dia Metre 870.00
7724 Ductile Iron Class K- 7 pipe conforming to I.S. 8329 - 200mm dia Metre 1,237.00

41

No Rs.

7736 Extruded burnt flyash clay sewer bricks conforming to I.S 4885 - 1988 1000 Nos 3,550.00
7737 Fly ash lime bricks (FALG Bricks) conforming to I.S. 12894-1989 1000 Nos 1,792.00
7738 Calcium Silicate Bricks machine moulded confirming to I.S. 4139 -
1989 1000 Nos 3,083.00
7739 Modified Bitumen Refinery produced CRMB - 55 Tonne 26,000.00
7741 Modified Bitumen Refinery produced CRMB - 60 tonne 26,300.00
7742 Bitumen emulsion medium setting (M.S.) confirming to IS : 8887-1995 tonne 19,500.00
7800 Ceramic Glazed Tiles Ist quality minimum thickness 5mm in all
colours shades and designs except burgundy, bottle green, black Sq.m. 268.00
7801 Ceramic Glazed Tiles Ist quality 300 x 300mm in all shades and
designs of White, Ivory, grey, Fume Red brown etc. Sq.m. 320.00
7802 Ceramic Glazed Tiles Ist quality 300 x 300 in all shades designs
except White, Ivory, Grey, Fume Red Brown etc. Sq.m. 347.00
7803 Rectified Ceramic Glazed Tiles Ist quality 300x 300 or more in all
shades designs White, Ivory, Grey, Fume Red Brown etc. Sq.m. 462.00
7804 Rectified Ceramic Glazed Tiles Ist quality 300 x 300 or more in all
shades designs except White, Ivory, Grey, Fume Red Brown etc. Sq.m. 496.00
7805 Salem Stainless steel AISI - 304 (18/8) Orrisa pattern W.C. pan
724mm X 578mm each 3,350.00
7806 Salem Stainless steel AISI - 304 (18/8) Round basin 405mm X
355mm each 1,500.00
7807 Salem Stainless steel AISI - 304 (18/8) Wash basin 530mm X 345mm each 1,350.00
7808 Centrifugally cast (spun) iron S&S 100 mm inlet and 100 mm outlet each 309.00
7809 Centrifugally cast (spun) iron S&S 100 mm inlet and 75 mm outlet each 334.00
7850 Agaria White marble slab plain 18mm thick sqm 1000.00
7857 P.T.M.T. Grating square slit 150mm each 70.00
7858 P.T.M.T. Urinal cock 15mm dia each 90.00
7859 P.T.M.T. Bib cock with nozzle 15mm each 110.00
7861 P.T.M.T. Stop cock (concealed) 15mm each 160.00

42

No Rs.

7862 15 mm nominal bore and 30 cm length PVC connection pipe with
P.T.M.T. Nuts each 27.00
7863 15 mm nominal bore and 45 cm length PVC connection pipe with
P.T.M.T. Nuts each 32.00
7864 P.T.M.T. extension nipple 15mm each 30.00
7900 Modular bricks of class designation 75 1000 Nos 2,050.00
7901 Machine moulded perforated FPS bricks of class designation 125 1000 Nos 3,233.00
7902 Machine moulded modular perforated bricks of class designation 125 1000 Nos 3,200.00
7903 Machine moulded FPS bricks of class designation 125 1000 Nos 2,767.00
7904 Machine moulded tile bricks of class designation 125 1000 Nos 2,717.00
8001 24 mm thick Factory made shutters with frame, rails and panels of
PVC extruded sections in white, grey or wooden finish sqm 1,830.00
8002 30 mm thick Factory made shutters with frame, rails and panels of
PVC extruded sections in white, grey or wooden finish sqm 1,900.00
8003 Factory made PVC rigid foam paneled shutter i/c carriage sqm 1,743.00
8004 Factory made PVC rigid foam paneled shutter as per IS : 4020 i/c
carriage sqm 2,148.00
8006 Factory made PVC rigid foam sheet 1mm thick sqm 145.00
8007 Factory made PVC rigid foam sheet 5mm thick sqm 558.00
8008 Factory made prelaminated PVC rigid foam sheet 5mm thick sqm 660.00
8010 48mmX40mmX1.5mm thick Factory made door frame of PVC
extruded sections in white, grey or wooden finish metre 112.00
8011 Factory made door frame PVC extruded sheet i/c carriage metre 294.00
8012 Adhesive solvent cement kg 150.00
8100 Powder coated M.S. butt hinges 100mm X58mmX1.9mm 10 Nos 66.00
8200 A.P.P. modified polymeric felt (two layers) 1.5 mm thick sqm 50.00
8201 A.P.P. modified polymeric felt (two layers) 2 mm thick sqm 85.00
8203 A.P.P. modified 2 mm thick membrane reinforced with glass fibre
matt sqm 147.00
8204 A.P.P. modified 3 mm thick membrane reinforced with glass fibre
matt sqm 185.00
8205 A.P.P. modified 3 mm thick membrane reinforced with polyester
matt sqm 221.00
8206 Bitumen primer for bitumen membrane litre 54.00
8207 Geotextile 120 gsm membrane sqm 25.00
8210 Stainless steel screws 50 mm 100 Nos 213.00

43

No Rs.

8215 Stainless steel butt hinges 125x64x1.9 mm IS : 12817 marked 10 Nos 200.00
8219 Stainless steel butt hinges (heavy weight) 125x64x2.5 mm IS : 12817
marked 10 Nos 261.00
8222 M.S. heavy weight but hinges 125x90x4.0mm IS : 1341 marked. 10 Nos 256.00
8223 M.S. heavy weight butt hinges 100x75x3.5 mm IS: 1341 marked 10 Nos. 133.00
8224 M.S. heavy weight butt hinges 75x60x3.1 mm IS: 1341 marked 10 Nos 67.00
8225 M.S. heavy weight butt hinges 50x40x2.5 mm IS : 1341 marked 10 Nos 52.00
8300 1216 mm PE-AL-PE Composite pressure pipe Metre 79.00
8501 Polymer modified cementation coating kilogram 114.00
8502 Fibre glass cloth sqm 33.00
8504 Multi surface paint litre 264.00
8505 Acrylic exterior paint litre 123.00
8506 Premium Acrylic exterior paint litre 202.00
8507 Textured exterior paint litre 183.00
8508 Primer for cement paint litre 52.00
8509 Special Primer (C.W.) litre 76.00
8510 Metal Primer (U.G.) litre 91.00
8611 Main T ceiling sections 24x38x0.3 mm (3 metre long) each 162.00
8612 Perimeter wall angle 21x21 mm (3 metre long) each 102.00
8613 Intermediate cross channel (1.2 mtrs) each 62.00

44

No Rs.

8614 Intermediate cross channel (1.6 mtrs) each 29.00
8615 Hanger rod 4 mm thick each 5.00
8616 Adjustment clip each 4.40
8617 Soffit cleat each 2.30
8618 Dash fastener 6 mm dia 50 mm long each 8.00
8620 Vitrified floor tile 50x50 cm sqm 645.00
8621 Vitrified floor tile 60x60 cm sqm 700.00
8622 Vitrified floor tile 80x80 cm sqm 1,076.00
8623 Vitrified floor tile 100x100 cm sqm 1,290.00
8625 Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 16
Outer dia metre 29.00
8626 Poly propylene - Random - Co - Polymer (PPR) pipes SDR 7.4 -
20mm Outer dia. metre 44.00
8627 Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 - 25
mm outer dia. metre 68.00
8628 Poly propylene - Random - Co - poymer (PPR) pipes SDR 7.4 -
32 mm Outer dia. metre 111.00
8629 Poly propylene - Random - Co - polymer (PPR) pipes SDR 7.4 -
8634 Poly propylene - Random - Co - polymer (PPR) pipes SDR - 11 -
8635 Poly propylene - Random - Co - polymer (PPR) pipes SDR - 11-
160mm Outer dia. metre 2,028.00
8636 Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia. metre 45.00
8642 Chlorinated Polyvinyl - chloride (CPVC) pipe 62.5mm inner dia. metre 783.00

45

No Rs.

8643 Chlorinated Polyvinyl - chloride (CPVC) pipe 75 mm inner dia. metre 1,030.00
8646 Silicon sealant. cartridge 281.00
8647 Stainless steal screws 30mm x4mm. cent 25.00
8648 Hermetically sealed double glazed unit made with 6mm thick clear
float glass both side having 12 mm air gap. sqm 1,980.00
8649 Stainless steel (SS 304 grade) adjustable friction window stay. 205 x
19mm each 145.60
8650 Stainless steel (SS 304 grade) adjustable friction window stay 255 x
19mm each 161.20
19mm each 208.00
19mm each 390.00
19mm each 715.00
8654 Masking tape. metre 1.40
8655 Autoclaved aerated cement (AAC) blocks. cum 1,650.00
8656 Gypsum panel 666 X 500 X 100 mm size. sqm 544.00
8657 Bonding plaster for Gypsum panel. kg 50.00
8658 Mechanised Autoclaved fly ash lime bricks. 1000 Nos 2,200.00
8659 Water proof ply 12mm thick. sqm 572.00
8660 Aluminium casement window fastener (Anodised AC 15 ) each 30.00
8661 Aluminium casement window fastener (powder coated ). each 33.00
8662 Aluminium casement window fastener (polyester powder coated). each 35.00
8663 Aluminium round shape handle (anodised AC 15) each 37.00
8664 Aluminium round shape handle (powder coated) each 41.00
8665 Aluminium round shape handle (polyester powder coated). each 43.00
8666 Stainless steel screws 25mm x4mm cent 21.00
8667 UV stabilised 2 mm thick plain FRP sheet . sqm 400.00
8668 UV stabilised 2 mm thick corrugated FRP sheet . sqm 474.00
8669 Mangalore ridge tiles 20mm thick. each 25.00
8670 Mangalore tiles 20mm thick. each 9.50
8671 Precoated galvanised iron profile sheet 0.50 mm TCT sqm 325.00
8672 Precoated galvanised steel plain ridges. metre 330.00

46

No Rs.

8673 Precoated galvanised steel flashings/aprons. metre 330.00
8674 Precoated galvanised steel gutter metre 360.00
8675 Precoated galvanised steel north light curves. metre 360.00
8676 Precoated galvanised steel barge board. metre 330.00
8677 Precoated galvanised steel crimp curve sqm 420.00
8678 1mm thick 35mm wide bright finished stainless steel piano hinges . metre 30.00
8683 Red sand stone gang saw cut 30mm thick. sqm 325.00
8684 White sand stone gang saw cut 30mm thick. sqm 360.00
8685 Delineator each 560.00
8686 Precast C.C. Kerb stone M - 25 cum 3,500.00
8687 Thermoplastic paint kg 67.22
8688 Glass beads kg 68.00
8689 Interlocking C.C. paver block ( 60 mm thick, M-30 ) sqm 225.00
8690 High intensity retro - reflective sheet. sqm 1,400.00
8691 Punched tape concertina coil 600 m dia. 10m openable length (Total
length 90m) bundle 650.00
8692 RBT reinforced barbed wire. metre 7.50
8693 Turn buckle and strengthening bolt. each set 35.00
8694 Precast pavement slab 450 x 450 x 50mm (M - 30). each 40.00
8695 Chain link fabric fencing mesh of size 50x50mm made of G.I. wire of
dia. 4mm. sqm 225.00
dia. 4mm, PVC coated to outer dia. 5mm. sqm 250.00
dia. 3mm. sqm 300.00
8698 Stainless steel cramps with nuts, bolts and washer for dry stone
cladding . each 200.00
8699 8 mm thick tapered edge calcium silicate board . sqm 194.00
8700 10 mm thick calcium silicate board. sqm 323.00
8703 Telescopic drawer channels 300mm long . set 92.00
8704 Stainless steel roller for sliding arrangement in racks/ cupboards/
cabinets shutter . each 5.00
8705 50mmX42mmX2mm thick Factory made door frame of PVC extruded
sections in white, grey or wooden finish metre 117.00
8706 25mm thick factory made PVC flush door shutter i/c carriage. sqm 1,975.00
8707 Factory made glass reinforced plastic door frame 90x45 mm i/c
carriage. metre 333.00
8708 30 mm thick factory made glass fiber reinforced plastic panel door
shutter i/c carriage. sqm 1580.00

47

No Rs.

8710 Factory made solid PVC door frame 60 x 30mm i/c carriage. metre 223.00
8711 28mm factory made solid PVC panel door shutter i/c carriage. sqm 1,975.00
8713 Fiber glass reinforced plastic chajja. sqm 3,520.00
8714 Magnetic catcher triple strip vertical type. each 13.50
8715 Magnetic catcher double strip horizontal type. each 10.00
8716 100 mm mortice lock with 6 levers for aluminium door. each 152.50
8717 12.5 mm thick Glass fibre reinforced Gypsum board . sqm 130.00
8719 2nd class teak wood lipping/ moulded beading or Taj beading of size
18X5mm metre 19.00
8720 Ceiling sections 0.55 mm thick having a knurled web of 51.55mm and
two flanges of 26mm each with lips of 10.55mm. metre 34.00
8721 Perimeter channel having one flange of 20mm and another flange of
30mm with thickness of 0.55mm and web of length 27mm. metre 20.00
8722 Nylon sleeves & wooden screws (40mm) each 1.50
8723 Counter sunk ribbed head screw 25mm. cent 60.00
8724 12mm thick marine plywood conforming to IS:710 sqm 740.00
8725 12mm thick fire retardant plywood conforming to IS: 5509. sqm 690.00
8726 1.5mm thick decorative laminated sheet sqm 405.00
8727 1.0mm thick decorative laminated sheet sqm 330.00
8730 30 mm thick factory made glass fiber reinforced plastic flush door
shutter i/c carriage. sqm 1,960.00
8731 High polymer modified quickset tile adhesive. per kg 13.75
8732 Synthetic polyester triangular fibre of length 12 mm, effective
dia 10-40 microns and specific gravity of 1.34 to 1.40 Kg. 336.00
8733 Synthetic polyester triangular fibre of length 6 mm effective dia
10-40 microns and specific gravity of 1.34 to 1.40 Kg. 336.00
9999 Sundries L.S. 1.00

48
BASIC RATES
0.4 CARRIAGE CODES
(Carriage by Mechanical Transport including loading, Unloading and stacking)
Note: - These rates are exclusive of contractor’s profit and overhead charges.

No Rs.

2200 Steam coal tonne 60.81
2201 Bricks 1000 Nos 141.88
2202 Stone aggregate below 40 mm nominal size cum 53.21
2203 Coarse sand cum 53.21
2204 Timber cum 60.81
2205 Steel tonne 47.29
2206 Stone aggregate 40 mm nominal size and above cum 57.83
2207 Brick tiles 1000 Nos 85.13
2208 Lime cum 53.21
2209 Cement tonne 47.29
2211 Tar bitumen tonne 53.21
2215 Soling stone & masonry stone cum 62.60
2216 Stone blocks white & red sand stone & kota stone slab tonne 47.29
2224 S.W. pipes100 mm dia 100 metre 70.94
2241 Good earth cum 66.51
2242 Dump manure cum 57.83
2260 Brick aggregate cum 57.83
2261 Fine sand (1 part badarpur sand : 2 parts jamuna sand) cum 53.21
2262 Fly ash cum 53.21
2264 Rubbish cum 53.21
2265 Moorum cum 53.21
2266 Surkhi cum 53.21

49

No Rs.

2267 Stone dust cum 53.21
2268 Marble dust and marble chips cum 53.21
2271 G.I. pipes below 100 mm dia tonne 47.29
2273 A.C.sheet and accessories tonne 47.29
2275 R.C.C. pipes 100 mm dia 100 metre 116.30
2299 R.C.C. pipes 450 & 500 mm dia 100 metre 1,292.20
2302 G.I.sheet and accessories tonne 47.29
2303 R.C.C. pipes 600, 700, 750 & 800 mm dia 100 metre 1,938.30
2308 Plaster of paris tonne 47.29
2309 Cast iron fittings tonne 47.29
2311 Red bajri cum 53.21
2314 Barbed wire tonne 47.29
2317 Sludge cum 57.83
2319 Spun iron S & S pipes 100 mm dia 100 metre 116.30
2326 Spun iron S & S pipes 400 mm dia 100 metre 1,057.26
2329 Spun iron S & S pipes 600mm dia 100 metre 1,938.30
2330 C.I. pipes 500 mm dia 100 metre 1,292.20
2331 R.C.C. pipes 900 mm dia 100 metre 2,907.45

50

No Rs.

2335 Jamuna sand cum 53.21
2341 Pig lead tonne 47.29
2342 Solvent/ Diesel. quintal 5.32
2343 Ductile iron pipes (k7) 100 mm dia 100 metre 116.30
2344 Cast iron pipes 150 mm dia 100 metre 193.83
2349 Cast iron pipes 400 mm dia 100 metre 1,057.26

51
SUB HEAD : 1.0
CARRIAGE OF MATERIALS

53
1.0 Carriage of Materials

Data Sheet No 1 for Analysis of Rates

1.1 By Mechanical Transport including loading, unloading and stacking:

Code Material Name Unit Rate
0005 Hire Charges of truck Day 1008.00
1235 High Speed Diesel Litre 30.25
5001 Mobil Oil Litre 95.00

Lead Ave- Nos of Nos of Litres of Cost of Litres of Cost of Cost of Hire charges Total Cost Increase Average
in km rage Trips km Diesel Diesel Mobil oil Mobil oil 6 Beldars of truck Cost= per Trip in cost cost per
speed N=8/ Done consum (1235) consumed (5001) (0114) (0005) 6+8+9+10 = col. 11/ per km additional
(2L/S)+1 in one ed @ Rs per @ 140 km @ Rs per @ Rs per @ Rs per col. 3 over km after
Day @ 5 km Litre per Litre Litre Day Day previous first 5,10
(2NL+6) per Litre km and 20 km

1 2 3 4 5 6 7 8 9 10 11 12 13 14
1 Km 16.00 Km 7.11 20.22 4.04 122.21 0.144 13.68 811.50 1008.00 1955.39 275.02
2 Km 17.00 Km 6.48 31.92 6.38 193.00 0.228 21.66 811.50 1008.00 2034.16 313.91
3 Km 17.50 Km 5.96 41.76 8.35 252.59 0.298 28.31 811.50 1008.00 2100.40 352.42
4 Km 18.00 Km 5.54 50.32 10.06 304.32 0.359 34.11 811.50 1008.00 2157.93 389.52
5 Km 18.50 Km 5.19 57.90 11.58 350.30 0.414 39.33 811.50 1008.00 2209.13 425.65
6 Km 19.00 Km 4.90 64.80 12.96 392.04 0.463 43.99 811.50 1008.00 2255.53 460.31 34.66
7 Km 19.50 Km 4.66 71.24 14.25 431.06 0.509 48.36 811.50 1008.00 2298.92 493.33 33.02
8 Km 20.00 Km 4.44 77.04 15.41 466.15 0.550 52.25 811.50 1008.00 2337.90 526.55 33.22 32.51
9 Km 20.50 Km 4.26 82.68 16.54 500.34 0.591 56.15 811.50 1008.00 2375.99 557.74 31.19
10Km 21.00 Km 4.10 88.00 17.60 532.40 0.629 59.76 811.50 1008.00 2411.66 588.21 30.47
11Km 21.50 Km 3.95 92.90 18.58 562.05 0.664 63.08 811.50 1008.00 2444.63 618.89 30.68
12Km 22.00 Km 3.83 97.92 19.58 592.30 0.699 66.41 811.50 1008.00 2478.21 647.05 28.16
13Km 22.50 Km 3.71 102.46 20.49 619.82 0.732 69.54 811.50 1008.00 2508.86 676.24 29.19
14Km 23.00 Km 3.61 107.08 21.42 647.96 0.765 72.68 811.50 1008.00 2540.14 703.64 27.40
15Km 23.50 Km 3.51 111.30 22.26 673.37 0.795 75.53 811.50 1008.00 2568.40 731.74 28.10
16Km 24.00 Km 3.43 115.76 23.15 700.29 0.827 78.57 811.50 1008.00 2598.36 757.54 25.80
17Km 24.50 Km 3.35 119.90 23.98 725.40 0.856 81.32 811.50 1008.00 2626.22 783.95 26.41 27.14
18Km 25.00 Km 3.28 124.08 24.82 750.81 0.886 84.17 811.50 1008.00 2654.48 809.29 25.35
19Km 25.50 Km 3.21 127.98 25.60 774.40 0.914 86.83 811.50 1008.00 2680.73 835.12 25.83
20Km 26.00 Km 3.15 132.00 26.40 798.60 0.943 89.59 811.50 1008.00 2707.69 859.58 24.47

54

1 2 3 4 5 6 7 8 9 10 11 12 13 14

21 Km 26.50 Km 3.09 135.78 27.16 821.59 0.970 92.14 811.50 1008.00 2733.23 884.54 24 96
22 Km 27.00 Km 3.04 139.76 27.95 845.49 0.998 94.81 811.50 1008.00 2759.80 907.83 23. 29
23 Km 27.50 Km 2.99 143.54 28.71 868.48 1.025 97.38 811.50 1008.00 2785.36 931.56 23 73
24 Km 28.00 Km 2.95 147.60 29.52 892.98 1.054 100.13 811.50 1008.00 2812.61 953.43 21. 87
25 Km 28.50 Km 2.90 151.00 30.20 913.55 1.079 102.51 811.50 1008.00 2835.56 977.78 24 35
26 Km 29.00 Km 2.86 154.72 30.94 935.94 1.105 104.98 811.50 1008.00 2860.42 1000.15 22 37 22.54
27 Km 29.50 Km 2.83 158.82 31.76 960.74 1.134 107.73 811.50 1008.00 2887.97 1020.48 20. 34
28 Km 30.00 Km 2.79 162.24 32.45 981.61 1.159 110.11 811.50 1008.00 2911.22 1043.45 22. 96
29 Km 30.50 Km 2.76 166.08 33.22 1004.91 1.186 112.67 811.50 1008.00 2937.08 1064.16 20. 71
30 Km 31.00 Km 2.73 169.80 33.96 1027.29 1.213 115.24 811.50 1008.00 2962.03 1084.99 20. 83

Notes
8
1. Number of trips in working day of 8 hours N= where L= Load in km., S= Speed in km per hour, 1 hour is allowed for loading /unloading.
2L + 1
2. Consumption of diesel taken at 5 km per litre s
3. Consumption of mobile oil taken at 140 km per litre.
4. In column 4 of ‘km done’ an allowance of 6.0 km has been made for movement of truck from parking place to duty & back.
5. (i) Cost of disel @ (12 35) per litre
(ii) Cost of moble oil @ (5001) per litre
(iii) Hire charges of truck @ (0005) for a day of 8 hours.

55

1.1 By Mechanical Transport

C.P. &
S.No Material capacity Net Qty Unit Over Cost per Trip per unit Beyond Beyond Beyond Remarks
per Trip Payable of heads 1km 2km 3km 4km 5km 5 km upto 10 km 20 km per
after rates @ 15% 10 km upto 20 addl.
dedu- per km km per km
ction km
for
loose- Cost per Trip as per Col. 12 of Data sheet As per Col. 14 of Data Sheet
ne ss Net Qty Payable A B C

Net Qty Payable

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

1.1.1 Lime, moorum, building 8 8 cum 15% 39.53 45.13 55.99 50.66 61.19 4.67 3.90 3.24
rubbish
1.1.2 Earth 8 6.4 cum 15% 49.42 56.41 69.99 63.32 76.48 5.84 4.88 4.05
1.1.3 Manure or sludge 8 7.36 cum 15% 42.97 49.05 60.86 55.07 66.51 5.08 4.24 3.52
1.1.4 Excavated rock 8 4 cum 15% 79.07 90.25 111.99 101.32 122.37 9.35 7.80 6.48
1.1.5 Sand, stone aggregate 8 8 cum 15% 39.53 45.13 55.99 50.66 61.19 4.67 3.90 3.24
below 40 mm nominal size
1.1.6 Stone aggregate 40 mm 8 7.36 cum 15% 42.97 49.05 60.86 55.07 66.51 5.08 4.24 3.52
nominal size and above
1.1.7 Soling stone 8 6.8 cum 15% 46.51 53.09 65.87 59.60 71.99 5.50 4.59 3.81
1.1.8 Bricks 3000 3000 1000 15% 105.42 120.33 149.32 135.09 163.17 12.46 10.40 8.64
Nos
1.1.9 Brick Tiles 5000 5000 1000 15% 63.25 72.20 89.59 81.06 97.90 7.48 6.24 5.18
Nos
1.1.10 Cement, stone blocks, 9 9 tonne 15% 35.14 40.11 49.77 45.03 54.39 4.15 3.47 2.88
G.I.. C.I., A.C., & C.C.
pipes below 100 mm dia
and other heavy materials
1.1.11 Steel 9 9 tonne 15% 35.14 40.11 49.77 45.03 54.39 4.15 3.47 2.88
1.1.12 Timber 7 7 cum 15% 45.18 51.57 63.99 57.90 69.93 5.34 4.46 3.70

56

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1.1.13 Tar bitumen 8 8 tonne 15% 39.53 45.13 50.66 55.99 61.19 4.67 3.90 3.24
1.1.14 Solvent 80 80 qtl 15% 3.95 4.51 5.07 5.60 6.12 0.47 0.39 0.32
1.1.15 Steam coal 7 7 tonne 15% 45.18 51.57 57.90 63.99 69.93 5.34 4.46 3.70
1.1.16 S.W. pipe
1.1.16.1 100 mm dia 600 600 100 m 15% 52.71 60.17 67.55 74.66 81.58 6.23 5.20 4.32
1.1.16.2 150 mm dia 300 300 100 m 15% 105.42 120.33 135.09 149.32 163.17 12.46 10.40 8.64
1.1.16.3 200 mm dia 180 180 100 m 15% 175.71 200.56 225.15 248.86 271.94 20.77 17.34 14.40
1.1.16.4 230 mm dia 126 126 100 m 15% 251.01 286.51 321.65 355.51 388.49 29.67 24.77 20.57
1.1.16.5 250 mm dia 105 105 100 m 15% 301.21 343.81 385.98 426.62 466.19 35.61 29.72 24.69
1.1.16.6 300 mm dia 84 84 100 m 15% 376.52 429.76 482.47 533.27 582.74 44.51 37.15 30.86
1.1.16.7 350 mm dia 60 60 100 m 15% 527.12 601.67 675.46 746.58 815.83 62.31 52.01 43.20
1.1.16.8 400 mm dia 42 42 100 m 15% 753.03 859.53 964.95 1066.54 1165.47 89.02 74.30 61.72
1.1.16.9 450 mm dia 33 33 100 m 15% 958.40 1093.94 1228.12 1357.41 1483.33 113.30 94.57 78.55
1.1.16.10 500 mm dia 30 30 100 m 15% 1054.24 1203.34 1350.93 1493.15 1631.66 124.63 104.03 86.41
1.1.16.11 600 mm dia 24 24 100 m 15% 1317.80 1504.17 1688.66 1866.44 2039.58 155.79 130.03 108.01
1.1.17 R.C.C. pipes, A.C. pipes,
steel cylinder, R.C. pipes,
C.I. pipes, C.I. pipes and
unreinforced cement pipes
1.1.17.1 100 mm dia 366 366 100 m 15% 86.41 98.63 110.73 122.39 133.74 10.22 8.53 7.08
1.1.17.2 125 mm dia 274 274 100 m 15% 115.43 131.75 147.91 163.48 178.65 13.65 11.39 9.46
1.1.17.3 150 mm dia 219.6 219.6 100 m 15% 144.02 164.39 184.55 203.98 222.90 17.03 14.21 11.80
1.1.17.4 200 mm dia 135 135 100 m 15% 234.28 267.41 300.21 331.81 362.59 27.70 23.12 19.20
1.1.17.5 250 mm dia 95 95 100 m 15% 332.92 380.00 426.61 471.52 515.26 39.36 32.85 27.29
1.1.17.6 300 mm dia 76.86 76.86 100 m 15% 411.49 469.69 527.29 582.81 636.87 48.64 40.60 33.73
1.1.17.7 350 mm dia 54.9 54.9 100 m 15% 576.09 657.56 738.21 815.93 891.62 68.10 56.85 47.22
1.1.17.8 400 mm dia 40.26 40.26 100 m 15% 785.58 896.67 1006.65 1112.63 1215.84 92.87 77.52 64.39
1.1.17.9 450 mm & 500 mm dia 32.94 32.94 100 m 15% 960.15 1095.93 1230.35 1359.88 1486.03 113.50 94.74 78.69
1.1.17.10 600, 700, 750 & 800 mm 21.96 21.96 100 m 15% 1440.22 1643.90 1845.53 2039.83 2229.05 170.26 142.11 118.04
1.1.17.11 900 mm dia 14.64 14.64 100 m 15% 2160.33 2465.85 2768.30 3059.74 3343.57 255.39 213.17 177.06
1.1.17.12 1000, 1100 & 1200 mm 10.98 10.98 100 m 15% 2880.44 3287.80 3691.06 4079.65 4458.10 340.51 284.23 236.08
dia

57

1.2 By Manual Labour including loading, unloading and stacking for lead less than 0.5 KM
Data Sheet for Analysis of Rates

Code Name Unit Rate

The following labour work for 8 hours a day will carry following material upto 1st 50 m as given below :
0114/0115 Beldars (Male/ Female) 7 .67 Nos @ Rs 135.25 1037.37 (X)

1 Lime, mooram, earth, building rubbish etc. 35 cum
2 Sand, ballast and boulders 28 cum
3 Bricks 15000 nos
4 Brick Tiles, Allabad roofing tiles (Flat or round) 24000 nos
5 Steam coal 30 tonnes

NOTE : 1.67 extra coolie (Female coolie) will be required for
every additional lead of 50 M
0115 Coolie 1.67 Nos @ Rs 135.25 225.87 (Y)

Lead Cost per 8 hours day Increase in cost for
in Metres every additional 50 metre
or part thereof

(X) (Y)
50 metres 1037.37 225.87

S. No Material Capacity Net Qty Unit of C.P. & Cost per Cost per unit
per Trip to be paid Rates Over 8 hours cost for cost for
after dedu- heads day 1st 50 addl. 50
ction for @ 15% metres m or part
looseness thereof
beyond1st
50 m upto
(X) 0.5 km (Y)
1 2 3 4 5 6 7 8 9
1.2.1 Lime, mooram building 35 cum 35 cum 1 cum 15% 1192.97 34.08 7.42
rubbish
1.2.2 Earth 35 cum 28 cum 1 cum 15% 1192.97 42.61 9.28
1.2.3 Manure or sludge 35 cum 32.2 cum 1 cum 15% 1192.97 37.05 8.07
1.2.4 Excavated rock 35 cum 17.5 cum 1 cum 15% 1192.97 68.17 14.84
1.2.5 Sand, stone aggregate 28 cum 28 cum 1 cum 15% 1192.97 42.61 9.28
below 40 mm nominal
size
1.2.6 Stone aggregate 40 mm 28 cum 25.9 cum 1 cum 15% 1192.97 46.06 10.03
nominal size and above
1.2.7 Soling stone 28 cum 23.8 cum 1 cum 15% 1192.97 50.12 10.91
1.2.8 Bricks 15000 Nos 15000 Nos 1000 Nos 15% 1192.97 79.53 17.32
1.2.9 Brick Tiles, Allahabad 24000 Nos 24000 Nos 1000 Nos 15% 1192.97 49.71 10.82
roofing tiles (Flat or
round)
1.2.10 Steam coal 30 tonne 30 tonne 1 tonne 15% 1192.97 39.77 8.66

58

1.2 Carraige of material by Manual Labour including loading, unloading and stacking for lead less
then 0.5 KM.
Data Sheet for Analysis of Rates
Code Material Name Unit Rate

The following labour works for 8 hours a day and will carry following material as given below:
0114 Beldars 9.2 Nos @ 135.25 = 1244.30 (X)
Quantity of material as per column 3 of table below will be carried in 50 metres lead including loading and
unloading
Notes: 1.35 extra Beldar will be required for every additional
lead of 50 m 1.35 Beldar @ 135.25 = 182.59 (Y)

C.P.&
S. No Material Capacity Net Qty Unit of Over Cost per Cost per unit
per Trip to be paid Rates head 8 hours cost for cost for
after dedu- @ 15% day 1st 50 addl. 50
ction for metres m or part
looseness thereof
beyond 1st
50 m upto
0.5 km

1 2 3 4 5 6 7 8 9

1.2.11 Stone blocks, G.I., 46 t 46 t 1 tonne 15% 1430.95 31.11 4.56
C.I.pipes below 100 mm
dia and other heavy
materials
1.2.12 Cement 57.99 t 57.99 t 1 cum 15% 1430.95 24.68 3.62
1.2.13 Steel 27 t 27 t 1 tonne 15% 1430.95 53.00 7.78
1.2.14 Timber 42 cum 42 cum 1 cum 15% 1430.95 34.07 5.00
1.2.15 Tar bitumen etc 46 t 46 t 1 tonne 15% 1430.95 31.11 4.56
1.2.16 S.W. pipe
1.2.16.1 100 mm dia 2298 m 2298 m 100 m 15% 1430.95 62.27 9.14
1.2.16.2 150 mm dia 1398 m 1398 m 100 m 15% 1430.95 102.36 15.02
1.2.16.3 200 mm dia 999 m 999 m 100 m 15% 1430.95 143.24 21.02
1.2.16.4 230 mm dia 780 m 780 m 100 m 15% 1430.95 183.45 26.92
1.2.16.5 250 mm dia 600 m 600 m 100 m 15% 1430.95 238.49 35.00
1.2.16.6 300 mm dia 420 m 420 m 100 m 15% 1430.95 340.70 49.99
1.2.16.7 350 mm dia 300 m 300 m 100 m 15% 1430.95 476.98 69.99
1.2.16.8 400 mm dia 240 m 240 m 100 m 15% 1430.95 596.23 87.49
1.2.16.9 450 mm dia 198 m 198 m 100 m 15% 1430.95 722.70 106.05
1.2.16.10 500 mm dia 162 m 162 m 100 m 15% 1430.95 883.30 129.61
1.2.16.11 600 mm dia 132 m 132 m 100 m 15% 1430.95 1084.05 159.07
1.2.17 R.C.C. pipes, steel
cylinder, R.C. pipes, C.I.
pipes, and unrein-forced
cement pipes
1.2.17.1 100 mm dia 1702 m 1702 m 100 m 15% 1430.95 84.07 12.34
1.2.17.2 125 mm dia 1391 m 1391 m 100 m 15% 1430.95 102.87 15.10
1.2.17.3 150 mm dia 1208 m 1208 m 100 m 15% 1430.95 118.46 17.38
1.2.17.4 200 mm dia 805 m 805 m 100 m 15% 1430.95 177.76 26.08

59
1 2 3 4 5 6 7 8 9
1.2.17.5 250 mm dia 458 m 458 m 100 m 15% 1430.95 312.43 45.85
1.2.17.6 300 mm dia 366 m 366 m 100 m 15% 1430.95 390.97 57.37
1.2.17.7 350 mm dia 256 m 256 m 100 m 15% 1430.95 558.96 82.02
1.2.17.8 400 mm dia 220 m 220 m 100 m 15% 1430.95 650.43 95.44
1.2.17.9 450 mm dia & 500 mm dia 165 m 165 m 100 m 15% 1430.95 867.24 127.26
1.2.17.10 600, 700, 750 & 800 mm dia 150 m 150 m 100 m 15% 1430.95 953.96 139.98
1.2.18 Asbestors cement pipes
1.2.18.1 50 mm dia 10064 m 10064 m 100 m 15% 1430.95 14.22 2.09
1.2.18.2 80 mm dia 3660 m 3660 m 100 m 15% 1430.95 39.10 5.74
1.2.18.3 100 mm dia 2562 m 2562 m 100 m 15% 1430.95 55.85 8.20
1.2.18.4 150 mm dia 1830 m 1830 m 100 m 15% 1430.95 78.19 11.47

61

SUB HEAD : 2.0
EARTH WORK

63
2.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in
width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift
upto 1.5 m, disposed soil to be levelled and neatly dressed:
2.1.1 All Kinds of soil
Code Description Unit Quantity Rate Amount

Details of cost for 100 sqm. and average
depth 15cm.
Labour-
0114 Beldars Day 7.20 135.25 973.80
0115 Coolies Day 6.00 135.25 811.50
TOTAL 1 785.30
Add I % for water charges 17.85
TOTAL 1 803.15
Add 15% for contractor’s profit and overheads 270.47
Cost of 100 sqm. 2 073.62
Say 2 073.60

2.2 : Earth work in rough excavation, banking excavated earth in layers not exceeding 20
cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden
or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum
8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and
guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
2.2.1 All kinds of soil


Details of cost for 10 cum.
Labour-
0114 Beldars Day 5.90 135.25 797.98
0115 Coolies Day 3.60 135.25 486.90
0101 Bhishti Day 0.40 138.45 55.38
0113 Chokidar Day 0.008 135.25 1.08
Roller charges (one roller does 1850 sqm. of
consolidation per day)
0003 Hire Charges Day 0.008 1000.00 8.00
1,235 Diesel litre 0.144 30.25 4.36
2,342 Carriage of diesel quintal 0.0014 5.32 0.01
9,999 Sundries L.S. 2.73 1.00 2.73
TOTAL 1 356.44
Add 1 % for water charges 13.56
TOTAL 1 370.00
Cost of 10 cum. 1 575.50
Cost of 1 cum. 157.55
Say 157.55

64
2.3 : Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,
watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling
every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in
embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto
50 m and lift upto 1.5 m.

Detais of cost for 10 cum.
Labour-
0114 Beldars Day 2.20 135.25 297.55
0115 Coolies Day 3.60 135.5 486.90
0101 Bhishti Day 0.40 138.45 55.38
Roller charges (one roller does 1850 sqm
of consolidation per day)
0003 Hire Charges Day 0.008 1000.00 8.00
0113 Chokidar Day 0.008 135.25 1.08
1,235 Diesel litre 0.144 30.25 4.36
9,999 Sundries L.S. 2.73 1.00 2.73
TOTAL 856.01
Add 1% for water charges 8.56
TOTAL 864.57
Add 15% for contractor’s profit and
overheads 129.69
Say 99.45

2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated
earth in layers not exceeding 20 cm in depth.


Labour-
0113 Chokidar Day 0.008 135.25 1.08
0003 Roller charges & Hire Charges Day 0.008 1000.00 8.00
1,235 Diesel litre 0.144 30.25 4.36
9,999 Sundries L.S. 1.82 1.00 1.82
TOTAL 15.27
TOTAL 15.42
overheads 2.31
Cost of 1 cum. 1.77
Say 1.75

65
2.5 Deduct for not watering the excavated earth for banking

Labour-
0101 Bhishti Day 0.4O 138.45 55.38
TOTAL 55.38
TOTAL 55.93
overheads 8.39
Cost of 1 cum. 6.43
Say 6.45

2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means
over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including
disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be
levelled and neatly dressed.

Average output of Hydraulic Excavator per
hour = 30cum.
MACHINERY
0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.04125 6000.00 247.50
0018 Hire and running charges of loader. Day 0.04125 800.00 33.00
Labour-
0128 Mate Day 0.40 138.45 55.38
0115 Beldar/Coolies Day 4.00 135.25 541.00
TOTAL 876.88
TOTAL 885.65
Cost of 10 cum. 1018.50
Say 101.85

2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means
over areas (exceeding 30 cm in depth, 1.5m in width as well as-10 sqm on plan) including
disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be
2.7.1 Ordinary rock

MACHINERY
0020 Hydraulic Excavator (3D) with driver and Day 0.0625 6 000.00 375.00
fuel.
0017 Hire and running charges of tipper Day 0.0625 1 030.00 64.38
0132 Excavators Day 0.705 135.25 95.35
0133 Breakers Day 1.59 135.25 215.05
0134 Hole driller Day 0.355 135.25 48.01

66

0114 Beldars Day 1.415 135.25 191.38
0115 Coolies Day 2.32 135.25 313.78
9,999 Sundries L.S. 10.79 1.00 10.79
TOTAL 1 313.74
TOTAL 1 326.88
Cost of 10 cum. 1 525.91
Say 152.60

over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including
2.7.2 Hard rock (requiring blasting)

Machinery
fuel.
0132 Excavators Day 1.06 135.25 143.36
0133 Breakers Day 2.825 135.25 382.08
0134 Hole driller Day 0.885 135.25 119.70
0114 Beldars Day 1.325 135.25 179.21
0115 Coolies Day 2.32 135.25 313.78
0325 Powder kilogram 3.93 25.00 98.25
0326 Fuse each 4.00 10.00 40.00
9,999 Sundries L.S. 16.12 1.00 16.12
TOTAL 2 171.25
TOTAL 2 192.96
Cost of 10 cum. 2 521.90
Say 252.20

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including
2.7.3 Hard rock (blasting prohibited)

MACHINERY
0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.125 6 000.00 750.00
0132 Excavators Day 2.47 135.25 334.07
0133 Breakers Day 6.00 135.25 811.50

67
0135 Chisellers Day 1.06 138.45 146.76
0103 Black smith II class Day 0.175 141.60 24.78
0114 Beldars Day 1.50 135.25 202.88
0115 Coolies Day 2.85 135.25 385.46
9,999 Sundries L.S. 16.12 1.00 16.12
TOTAL 2 800.32
TOTAL 2 828.32
Cost of 10 cum. 3 252.57
Say 325.25

2.8 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a lead
of 50 m.
2.8.1 All kinds of soil.

MACHINERY
0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.04125 6 000.00 247.50
0018 Hire and running charges of loader. Day 0.04125 800.00 33.00
Labour-
0128 Mate Day 0.40 138.45 55.38
0115 Beldars/Coolies Day 4.10 135.25 554.52
TOTAL 890.40
TOTAL 899.30
Cost of 10 cum. 1034.20
Say 103.40

2.9 Excavation work by mechanical means (Hydraulic Excavator)/ manual means in
foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including
dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
2.9.1 Ordinary rock


“Details of cost for 10 cum.
MACHINERY
fuel.
Labour-
0132 Excavators Day 0.885 135.25 119.70
0133 Breakers Day 1.765 135.25 238.72
0134 Hole driller Day 0.53 135.25 71.68

68
0114 Beldars Day 1.415 135.25 191.38
0115 Coolies Day 2.41 135.25 325.95
9,999 Sundries L.S. 13.52 1.00 13.52
TOTAL 1 400.33
TOTAL 1 414.33
Cost of 10 cum. 1 626.48
Say 162.65



MACHINERY
fuel.
Labour-
0132 Excavators Day 1.24 135.25 167.71
0133 Breakers Day 3.00 135.25 405.75
0134 Hole driller Day 1.06 135.25 143.36
0114 Beldars Day 1.325 135.25 179.21
0115 Coolies Day 2.41 135.25 325.95
0325 Powder kilogram 6.42 25.00 160.50
0326 Fuse each 7.00 10.00 70.00
9,999 Sundries L.S. 18.85 1.00 18.85
TOTAL 2 350.08
TOTAL 2 373.58
Cost of 10 cum. 2 729.62
Say 272.95



MACHINERY
fuel.
Labour-

69
0132 Excavators Day 2.65 135.25 358.41
0133 Breakers Day 6.175 135.25 835.17
0135 Chisellers Day 1.06 138.45 146.76
0103 Black smith II class Day 0.175 141.60 24.78
0114 Beldars Day 1.50 135.25 202.88
0115 Coolies Day 2.94 135.25 397.64
9,999 Sundries L.S. 17.94 1.00 17.94
TOTAL 2 862.33
TOTAL 2 890.95
Cost of 10 cum. 3 324.59
Say 332.45

2.10 Excavating trenches of required width for pipes, cables, etc including excavation for
sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting
out the excavated soil and then returning the soil as required, in layers not exceeding 20
cm in depth including consolidating each deposited layer by ramming, watering, etc.
and disposing of surplus excavated soil as directed, within a lead of 50 m :
2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia.


Details of cost for 180m length of a pipe of an
average dia. say 40mm.
Slope assumed 1 in 200.
Earth work and filling-
Minimum depth of trench 60cm.
Average depth = (0.6+1.50)/2 = 1.05
Width for this depth 0.45 cm
180x0.45xl.05 = 85.05 cum
Rate vide item no. 2.8.1 cum 85.05 103.40 8 794.17
Rate vide item no. 2.25 cum 85.05 45.70 3 886.78
TOTAL 12 680.95
Cost of 180m length of pipes 12 680.95
Cost for lm. length of pipe 70.45
Say 70.45

sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting
out the excavated soil and then returning the soil as required, in layers not exceeding
20 cm in depth including consolidating each deposited layer by ramming, watering, etc.
2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.


average dia. say 200mm

70
Minimum depth of trench = 0.75+0.20 = 0.95m
Average depth = (1.50+0.95)/2 = 1.225M
Width = 0.40 + 0.20 = 0.60 m
110x0.60x1.225 = 80.85 cum
5% for collars = 4.04 cum
Total = 84.89 cum
TOTAL 12 657.10
Cost of 110m length of pipe 12 657.10
Cost for lm length of pipe 115.06
Say 115.05

sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting
out the excavated soil, and then returning the soil as required, in layers not exceeding
20 cm in depth including consolidating each deposited layer by ramming, watering, etc.
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.


Minimum depth of trench 0.75+0.45= 1.20m
Average depth = (1.50+1.20)/2 =1.35
Width = 0.40 + 0.45 = 0.85 m
60x0.85xl.35 = 68.85 cum
5% for collars = 3.44 cum
Total = 72.29 cum
TOTAL 10 778.44
Cost of 60m length of pipe 10 778.44
Cost for lm length of pipe 179.64
Say 179.65

2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding
1.5 m, but not exceeding 3 m.
(Rate is over corresponding basic item for depth upto 1.5 metre).


Details of cost for 300m length of pipe of an
100x0.60x1.75= 105.00 cum
200x0.60x2.00 = 240.00 cum.
= 345.00 cum.
Collars 5% = 17.25 cum.
= 362.25 cum.

71
Rate vide item no. 2.8.1
Rate vide item no. 2.25 cum 362.25 103.40 37456.65
1/2x200xx1.60x1.00=160 cum cum 362.25 45.70 16554.82
=362.25 cum.
Rate vide item no. 2.6.1 cum 160.00 101.85 16296.00
Rate vide item no.2.25 cum 160.00 45.70 7312.00
Extra for addition lift
1
/2x200x0.60x1.50= 135.00 cum.
Collar 5% = 6.75
= 141.75 cum.
Cost for 300 m. length of pipe 80298.55 (B)
Extra over item 2.10.1.2 i.e.
Cost for 300 m. length of pipe upto 1.50 m. metre 300.00 115.05 -34515.00 (A)
depth
Extra cost for 300 metre= B-A 45783.55 (C)
Extra cost for one metre= C/300 152.61
Percentage increase over item no 2.10.1.2 132.65
=(Cx100)/A
say 133.00%
per meter

2.12 Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding
3 m in depth, but not exceeding 4.5 m.
(Rate is over corresponding basic item for depth upto 1.5 metre.)


Details of cost for 100m length of pipe of an
1x100x0.60x2= 120 cum
Collars 5% = 6 cum.
=126 cum.
Earth work
100x1.60x1.25= 200 cum
Rate vide item no.2.25 cum 200.00 45.70 9140.00
Extra for additional lift
1x100x0.60x1.50 = 90 cum
2x0.50x100x0.60x0.50 = 30 cum
=120 cum
Collare 5% = 6
= 126 cum.
Csot for 300 m. length of pipe 50678.00(B)
Extra over item 2.10.1.2 i.e.
Cost for 100 m. length of pipe upto 1.50 m. metre 100.00 115.05 -11505.00 (A)
depth
Extra cost for 100 metre= B-A 39173.00 (c)
Extra cost for one metre= C/100 391.73
Percentage increase over item no 2.10.1.2
=(Cx100)/A 340.49
say 340.00%
per meter

72
2.13 Excavating trenches of required width for pipes, cables, etc, including excavation for
sockets, depth upto 1.5 m including getting out the excavated materials, returning the
soil as required in layers not exceeding 20 cm in depth including consolidating each
deposited layers by ramming, watering etc. stacking serviceable material for
measurements and disposal of unserviceable material as directed, within a lead of 50m :
2.13.1 Ordinary rock :
2.13.1.1 Pipes, cables etc. not exceeding 80 mm dia.


Details of cost for 180 m length of a pipe of a
Slope assumed 1 in 200
Excavation-
Quantity same as in item No.2.10.1.1
Refilling, ramming and watering
Extra labour for ramming of rock
0114 Beldars Day 2.00 135.25 270.50(A)
TOTAL 17 990.66
Add for water charges @ 1% on (A) 2.70 (B)
TOTAL 17 993.36
Add for contractor’s profit and overheads @ 40.98
15% onRs. (A+B)
Cost for 180 m. length of pipe 18 034.34
Cost for 1 m. length of pipe 100.19
Say 100.20

2.13.1 Ordinary rock


Details of cost for 80 m length of pipe of an
average dia. Say 200mm.
Excavation-
Minimum depth of trench.
0.75+0.15+0.20 = 1.10m
Average depth = ( 1.10 + 1.50)/2 = 1.30m
Minimum width of trench = 0.90m
80x0.90x1.30 = 93.60 cum.


0114 Beldars Day 2.20 135.25 297.55 (A)
TOTAL 19.799.11

73
Add for water charges @ 1% on A 2.98 (B)
TOTAL 19802.09
15% on A+B
Cost for 80 m. length of pipe 19 847.17
Cost for 1.00 m length of pipe 248.09
Say 248.10

2.13.1 Ordinary rock :
2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia


Details of cost for 30 m. length of a pipe of an
Excavation-
Minimum depth of trench 0.75+0.15+0.15= 1.35m.
Average depth = 1.35+ 1.50 = 1.425 m.
2
Width of trench = 0.90 m.
30x0.90x1.425 =30.475 cum.
5% for collors = 1.924 cum
40.399 cum
0114 Beldars Day 0.94 135.25 127.14 (A)
TOTAL 8 544.27
Add for water charges @ 1 % on (A) 1.27 (B)
TOTAL 8 545.54
15% on (A+B)
Cost for 30 m length of a pipe 8 564.80
Cost for one m length of a pipe 285.49
Say 285.50



Details of cost for 180 m length of a
pipe of a average dia. say 40mm.

74
Excavation-
0114 Beldars Day 2.50 135.25 338.12 (A)
TOTAL 27439.31
Add for water charges @ 1 % on A 3.38 (B)
TOTAL
15% on (A+B) 51.22
Say 152.75



Details of cost for 80 m length of a pipe of an
Excavation-
0114 Beldars Day 2.75 135.25 371.94
TOTAL 30197.58
TOTAL 30201.30
15% on Rs. (A+B)
Say 378.20

75
2.13.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.


average dia. Say 450mm.
Excavation-
0114 Beldars Day 1.17 135.25 158.24(A)
TOTAL 13031.38
Add for water charges @ 1 % on A 1.58(B)
TOTAL 13032.96
15% on (A+B)
Say 435.25

sockets, depth upto 1.5 m including getting out the “excavated materials, returning the

Details of cost for 180 m length of a
pipe of a average dia. say 40mm.
Excavation-
0114 Beldars Day 2.50 135.25 338.12 (A)
TOTAL 32499.77
TOTAL 32503.15
15% on (A+B)
Say 180.85

76

Excavation-
0114 Beldars Day 2.75 135.25 371.94 (A)
TOTAL 35766.78
TOTAL 35770.50
15% on (A+B)
Say 447.85

2.13.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.


Excavation-
Quantity same as in item No. 2.13.1.3
0114 Beldars Day 1.17 135.25 158.24
TOTAL 15435.12
Add for water charges @ 1 % on (A ) 1.58
TOTAL 15436.70
15% on (A+B)
Say 515.35

77
2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5
m in depth but not exceeding 3 m.


Excavation-
100x0.90x1.50 =157.50 cum.
200x0.90x20.00 = 360.00 cum.
= 517.50 cum.
0.50x200x1.9x1 = 190 cum.
517.50+190.00 = 707.50 cum.
0.50x300x0.90x1.50 = 202.50 cum.
Rate vide item no.2.26.2 cum 202.50 33.85 6854.62
Extra labour for ramming of rock.
0114 Beldars Day 16.50 135.25 2321.62 (A)
TOTAL 212165.61
TOTAL 230588.62
15%on (A+B)
Cost for 300m length of pipe 230926.71 (X)
Exta over item 2.13.2.2
Less cost of 300 m length of pipe upto 1.5m Metre 300.00 378.20 -113460.00 (Y)
depth 117466.71(Z)
Extra cost for 300 m = X - Y 391.56
Extra cost for one m 103.53%
Percentage increase over item 2.13.2.2 =
(Zxl00)/Y 104.00%
Say per metre.

2.15 : Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding
3m in depth but not exceeding 4.5 m.


average dia. say 200mm. Slope assumed 1 in
200.
Max, depth assumed 3.50m
Excavation-
100x0.90x2 =180.00 cum.
100x1.90x1.25 = 237.50 cum
1x100x0.90x1.50= 135.00
2x0.50x100x0.90x0.5=45

78
Total = 180 cum.
Ratevide item no. 2.26.2 cum 180.00 33.85 6 093.00
180+237.50 = 417.50 cum.
0114 Beldars Day 9.25 135.25 1251.06(A)
TOTAL 135452.31
Add for water charges.® 1% on (A) 12.51 (B)
TOTAL 135464.82
15% on A+B
Cost for 100m length of pipe 135654.36(x)
Exta over item 2.13.2.2
Less cost of 100 m length of pipe exceeding Metre 100.00 378.20 37820.00(Y)
1.5 m and upto 3 m depth
Extra cost for 100 m = X - Y 97834.36(Z)
Extra cost for 1 m 978.34
Percentage increase over item 2.13.2.2 = 258.68
(Zx100)/Y
Say 259%

2.16 : Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete. (Measurements to be taken of the face area timbered).
2.16.1 : Depth not exceeding 1.5 m.


Details of cost for a trench 30m long and 1.5m
deep area 2x30x1.5=90 sqm-
MATERIALS
The Material can be used four times on the
same work and after use of material credit is
given @ 75% of cost
1198 Poling boards of 2nd class Kail wood planks: 10 cudm 213.75 178.00 3804.75
90x0.038 = 3.42 cum = 3420 dm3
Qty taken for cost of using once after
deducting for credit = 3420x¼x¼ = 213.75
dm3
1197 Wallings l00mmx 100mm of 2nd class kail 10 cudm 75.00 160.00 1200.00
wood in scantling: 4x30x0.10x0.10 = 1.20cum
= 1200 dm3
deducting for credit = 1200x¼x¼ = 75 dm3
0302 Safeda Balli struts (12.5mm dia and 1.5m metre 3.1875 29.00 92.44
long): 2x17x1.50 = 51m
deducting for credit = 51 x¼x¼ = 3.1875 m
CARRIAGE
Poling boards = 3.42 cum
Walling =1.20 cum.
Balli struts: 3.14/4x(0.125)3x51 = 0.63 cum
2,204 Total of carriage = 5.25x¼ = 1.3125 cum. cum 1.3125 60.81 79.81
0112 Carpenter llnd class Day 0.50 141.60 70.80
0114 Beldars Day 1.00 135.25 135.25

79
9,999 Sundries L.S. 26.91 1.00 26.91
TOTAL 5 409.96
Add for water charge @ 1 % 54.10
TOTAL 5 464.06
Add for contractor’s profit and over-heads @ 819.61
15%
Costof90Sqm. 6 283.67
Cost per sqm. 69.82
Say 69.80

(wherever required) complete.(Measurements to be taken of the face area timbered).
2.16.2 : Depth exceeding 1.5 m but not exceeding 3 m.


deep area 2x30x 1.50=90.00 sqm-
MATERIALS
given @ 75% of cost
1,198 Poling boards of 2nd class Kail wood planks: 10 cudm 213.75 178.00 3 804.75
90x0.038 = 3.42 cum = 3420 dm3
dm3
1,197 Walings 100 mmx 100mm of 2nd class kail 10 cudm 75.00 160.00 1 200.00
wood in scantling: 4x30x0.10x0.10 = 1.20cum
= 1200 dm3
long): 2x17x1.50 = 51m
deducting for credit = 51x¼x¼ = 3.1875 m
CARRIAGE
Walling =1.20 cum.
Balli struts: 3.14/4x(0.125)3x51 =0.63 cum
2,204 Total of carriage = 5.25x/4 = 1.3125 cum. cum 1.3125 60.81 79.81
0112 Carpenter Ilnd class Day 0.75 141.60 106.20
0114 Beldars Day 2.00 135.25 270.50
9,999 Sundries L.S. 40.43 1.00 40.43
TOTAL 5 594.13
TOTAL 5 650.07
15%
Cost per sqm. 72.20
Say 72.20

80
(wherever required) complete. (Measurements to be taken of the face area timbered).
2.16.3 : Depth exceeding 3 m but not exceeding 4.50 m.
deep area 2x30x 1.5=90 sqm-
MATERIALS
given @ 75% of cost
1,198 Poling boards of 2nd class Kail wood planks : 10 cudm 213.75 178.00 3 804.75
90x0.038 = 3.42 cum = 340 dm3
dm3
1,197 Wallings 100mmx 100mm of 2nd class kail 10 cudm 75.00 160.00 1200.00
wood in scantling: 4x30x0.10x0.10 = I.20cum
= 1200 dm3
long): 2x17x1.5 = 51m
CARRIAGE
Walling - = 1.20 cum.
Balli struts: 3.14/4x(0.125)3x51 =0.63 cum
2,204 Total of carriage = 5.25x¼ = 1.3125 cum. cum 1.3125 60.81 79.81
Labour
0112 CarpenferTmd class Day 1.50 141.60 212.40
0114 Beldars Day 4.00 135.25 541.00
9,999 Sundries L.S. 80.73 1.00 80.73
TOTAL 6011.13
Add for water charge @ 1% 60.11
TOTAL 6 071.24
15%
Cost per sqm. 77.58
Say 77.60

2.17 : Close timbering in case of shafts, wells, cesspits, manholes and the like including
strutting, shoring and packing cavities (wherever required) etc. complete.
(Measurements to be taken of the face area timbered).

Details of cost for a manhole 1.2m x 1.0m
x1.5m- Surface area: 2x(1.2+1.0)x1.5 =
6.6sqm
MATERIALS
given @ 75% of cost

81
6.60x0.038 = 0.251 cum = 251 dm3
dm3
1197 Walling of 2nd class kail wood scantling 10 cudm 5.125 160.00 82.00
2x2x1.124x0.10x0.10 =0.045 cum
2x2x0.924x0.10x0.10 = 0.037 cum.
Total Kail wood = 0.082 cum. = 82dm3
deducting for credit = 82x¼x¼ = 5.125 dm3
0302 Safeda Balli struts (125mm dia and 1.50m metre 0.4118 29.00 11.94
long)
2x2x0.924 = 3.696
2x2x0.724 = 2.896
Total of balli = 6.592m
deducting for credit = 6.592x¼x¼ = 0.1035 m
2,204 CARRIAGE cum 0.1035 60.81 6.29
Walling =0.082 cum.
Balli struts 3.14/4x(0.125)2x6.59 = 0.081 cum.
Total of carriage = 0.414 cumx¼ = 0.1035 cum.
LABOUR:
0114 Beldars Day 0.12 135.25 16.23
9,999 Sundries L.S. 2.73 1.00 2.73
TOTAL 406.93
TOTAL 411.00
15%
Cost of 6.6 sqm. 472.65
Cost per sqm. 71.61
Say 71.60


Details of cost for a manhole 1.2m x 1.0m
x1.5m- Surface area: 2x(1.20+1.0)x1.50 =
6.6 sqm
MATERIALS
given @ 75% of cost
6.6x0.038 = 0.251 cum = 251 dm3
dm3

82
2x2x1.124x0.10x0.10 = 0.045 cum
2x2x0.924x0.10x0.10 = 0.037 cum.
Total Kail wood = 0.082 cum. = 82dm3
0302 Safeda Balli struts (125mm dia and 1.5m metre 0.4118 29.00 11.94
long)
2x2x0.924 = 3.696
2x2x0.724 = 2.896
-deducting for credit = 6.592x¼x¼ = 0.1035 m
2,204 CARRIAGE cum 0.1035 60.81 6.29
Walling = 0.082 cum.
Total of carriage = 0.414 cum x¼ = 0.1035 cum
LABOUR:
0114 Beldars Day 0.25 135.25 33.81
9,999 Sundries L.S. 5.46 1.00 5.46
TOTAL 435.73
TOTAL 440.09
15%
Cost of 6.60 sqm. 506.10
Cost per sqm. 76.68
Say 76.70


Details of cost for a manhole 1.2m x 1,0m
x 1.5m- Surface area: 2x( 1.2+1.0)x 1.5 =
6.6sqm
MATERIALS
given @ 75% of cost
6.6x0.038 = 0.251 cum = 251 dm3
2x2x1.124x0.10x0.10 = 0.045 cum
2x2x0.924x0.10x0.10 = 0.037 cum.
Total Kail wood = 0.082 cum. = 82 dm3

83
long)
2x2x0.924 = 3.696
2x2x0.724 = 2.896
-deducting for credit = 6.592x¼x¼ = 0.1035 m
2204 CARRIAGE cum 0.1035 60.81 6.29
Walling = 0.082 cum.
Total of carriage = 0.414 cum x¼ = 0.1035
cum
LABOUR:
0114 Beldars Day 0.38 135.25 51.40
9,999 Sundries L.S. 8.06 1.00 8.06
TOTAL 465.83
TOTAL 470.49
15%
Cost of 6.6 sqm. 541.06
Cost per sqm. 81.98
Say 82.00

2.18 : Close timbering over areas including strutting, shoring and packing, cavities
(wherever required) etc. complete. (Measurements to be taken of the face area
timbered):


Details of cost for an area 30m long and 1.50m
deep-Area -30x1.50m = 45 sqm.
MATERIALS
given @ 75% of cost
1198 Poling boards of 2nd class Kail wood planks 10 cudm 106.875 178.00 1 902.38
250x38mm : 45x0.038 = 1.71 cum = 1.710 dm3
1197 Walling of Ilnd class kail wood in scantling 10 cudm 18.75 160.00 300.00
100x100mm : 30x0.10x0.10 = 0.30cum = 300
dm3
0302 Raking struts Safeda balleis 12mm dia : 17 x metre 1.59 29.00 46.11
1.50 =25.5m
2,204 CARRIAGE cum 0.581 60.81 35.33
Walling “ = 0.30cum:
Rakingstruts3.14/4x(0.125)2 = 0.313cum

84
cum
LABOUR:
0114 Beldars Day 0.50 135.25 67.62
9,999 Sundries L.S. 31.46 1.00 31.46
TOTAL 2 418.30
TOTAL 2 442.48
15%
Cost of 45 Sqm. 2 808.85
Cost per sqm. 62.42
Say 62.40

timbered) :

deep-Area -30x 1,5m = 45 sqm.
MATERIALS
given @ 75% of cost
1198 Poling boards of 2nd class Kail wood planks 10 cudm 106.875 178.00 1 902.38
250x38mm : 45x0.038 = 1.71 cum
=1710 dm3
100x100mm : 30x0.10x0.10 = 0.30cum
= 300 dm3
0302 Raking struts Safeda balleis 12mm dia : 17 x metre 1.59 29.00 46.11
1.5 = 25.5m
2204 CARRIAGE cum 0.581 60.81 35.33
Walling = 0.30 cum
Raking struts 3.14/4x(0.125)2 = 0.313 cum
LABOUR:
0114 Beldars Day 1.00 135.25 135.25
9,999 Sundries L.S. 34.06 1.00 34.06
TOTAL 2 523.93
TOTAL 2 549.17
15%
Cost of 45 Sqm. 2 931.55
Cost per sqm. 65.15
Say 65.15

85
timbered):


deep-Area -30x 1.5m = 45 sqm.
MATERIALS
given @ 75% of cost
1198 Poling boards of 2nd class Kail wood planks 10 cudm 106.875 178.00 1902.38
250x38mm : 45x0.038 = 1.71 cum = 1710 dm3
100x100mm : 30x0.10x0.10 = 0.30cum
= 300 dm3
deducting for credit = 300x¼x¼ = 18.75 dm3 metre 1.59 29.00 46.1
0302 Raking struts Safeda balleis 12mm dia : 17 x
1.50 = 25.5m
2204 CARRIAGE cum 0.581 60.81 35.33
Walling =0.30 cum.
Raking struts 3.14/4x(0.125)2 = 0.313 cum
cum
LABOUR:
0114 Beldars Day 1.50 135.25 202.88
9,999 Sundries L.S. 47.58 1.00 47.58
TOTAL 2 640.48
TOTAL 2 666.88
15%
Cost of 45 Sqm. 3 066.91
Cost per sqm. 68.15
Say 68.15

2.19 : Extra for planking, strutting and packing materials for cavities (in close timbering) if
required to be left permanently in position.
(Face area of timber permanently left to be measured).

deep area 2x30x1.5=90 sqm-
MATERIALS
1198 Poling boards of 2nd class Kail wood planks :
90x0.038 = 3.42 cum = 3420 dm3
Less @ 1/8 of Qty as timber is supposed to be
used once before = 3420 - 427.5 = 2992.5 dm3 10 cudm 2992.50 178.00 53266.50

86

1197 Walings 100mmx100mm of 2nd class kail
wood in scantling: 4x30x0.10x0.10 = 1.20cum 10 cudm 1050.00 160.00 16 800.00
= 1200 dm3
used once before = 1200 - 150 = 1050 dm3
0302 Safeda Balli struts (12.5mm dia and 1.5m
long): 2x17x1.5 = 51m
Less @ 1/8 of Qty as timber is supposed to be metre 44.63 29.00 1294.27
used once before = 51 - 6.37 = 44.63 m
2204 CARRIAGE:
Walling =1.20 cum.
Balli struts: 3.14/4x(0.125)2 x 51 = 0.63 cum cum 2.675 60.81 162.67
= 5.25 cum Taking half = 5.25 x 14 = 2.675
cum
TOTAL 71523.44
TOTAL 72 238.67
Add for contractor’s profit and over-heads @ 10 835.80
15%
Cost of 90Sqm. 83 074.47
Cost per sqm. 923.05
Say 923.05

2.20 : Open timbering in trenches including strutting and shoring complete
(measurements to be taken of the face area timbered):

Details of cost for a trench of length 30m and
1.5m deep surface area - 2x30x 1.50 = 90 sqm.
MATERIALS:
given @ 75% of cost
1198 Poling board 1.5mx0.25x0.038m : 10 cudm 71.25 178.00 1268.25
2x40x1.5x0.25x0.038= 1.14cum = 1140 dm3
(Rate per II class kail wood planks)
1197 Walling l00mmxl00mm : 4x30mx0.lmx0.lm 10 cudm 75.00 160.00 1 200.00
= 1.20cum= 1200 dm3
(Rate per II class kail wood scantling)
0302 Safeda Bailies struts (125mm dia. And 1.5m metre 3.18 29.00 92.22
long)-2x17x1.50 = 51m
2204 CARRIAGE: cum 0.74 60.81 45.00
Poling boards =1.14 cum
Walling =1.20 cum
Bailies struts-3.14/4x(0.125)2 = 0.63 cum
LABOUR:

87
0114 Beldars Day 0.50 135.25 67.62
9999 Sundries L.S. 19.76 1.00 19.76
TOTAL 2728.25
TOTAL 2755.53
15%
Cost of 90 Sqm 3168.86
Cost per sqm. 35.21
Say 35.20


1.5m deep surface area - 2x30x1.5 = 90 sqm.
MATERIALS:
given @ 75% of cost
1198 Poling board 1.50mx0.25x0.038m: 10 cudm 71.25 178.00 1268.25
2x40x1.5x0.25x0.038= 1.14cum= 1140 dm3
1197 Walling 100mmx 100mm: 4x30mx0.lmx0.lm 10 cudm 75.00 160.00 1200.00
= 1.20cum= 1200 dm3
0302 Safeda Ballies struts (125mm dia. And 1.5m metre 3.18 29.00 92.22
long)-2x17x1.5 = 51m
2,204 CARRIAGE: cum 0.74 60.81 45.00
Poling boards = 1.14 cum-
Walling = 1.20 cum
Ballies struts 3.14/4x(0.125)2 = 0.63 cum
LABOUR:
0114 Beldars Day 1.00 135.25 135.25
9,999 Sundries L.S. 33.15 1.00 33.15
TOTAL 2 844.67
TOTAL 2 873.12
15%
Cost of 90 Sqm 3 304.09
Cost per sqm. 36.71
Say 36.70

88
MATERIALS:
given @ 75% of cost
1198 Poling board 1.50mx0.25x0.038m : 10 cudm 71.25 178.00 1268.25
2x40x1.5x0.25x0.038= 1.14 cum = 1140 dm3
1197 Walling l00mmxl00mm : 4x30mx0.lmx0.lm 10 cudm 75.00 160.00 1 200.00
= 1.20cum= 1200 dm3
0302 Safeda Ballies struts (125mm dia. And 1.5m metre 3.18 29.00 92.22
long)-2x17x1.5 = 51m
2204 CARRIAGE: cum 0.74 60.81 45.00
Walling = 1.20 cum
Bailies struts 3.14/4x(0.125)2 = 0.63 cum
Tetal of carriage = 2.97 cum x¼ = 0.74 cum
LABOUR:
0114 Beldars Day 1.75 135.25 236.69
9999 Sundries L.S. 46.67 1.00 46.67
TOTAL 3 030.43
TOTAL 3 060.73
15%
Cost of 90 Sqm 3 519.84
Cost per sqm. 39.11
Say 39.10

2.21 : Open timbering in case of shafts, wells, cesspits, manholes and the like including
strutting and shoring complete (Measurements to be taken of the face area
timbered):

Details of cost for a manhole 1.2x lm x 1.5m -
Surface area 2( 1.2+1.0)x 1.5 = 6.6 sqm
MATERIALS :
given @ 75% of cost
1198 Polling boards of 2nd class kail wood planks 10 cudm 5.375 178.00 95.68
250mm wide and 38mm thick :

89
6x0.25xl.5x0.038 = 0.086 cum = 86dm3
1197 Walling l00mmxl00mm II class kail 10 cudm 3.00 160.00 48.00
wood in scantling
4x 1.2x0.1 x0.1 = 0.048 cum = 48 dm3
0302 Safeda Balli struts 125mm dia. metre 0.40 29.00 11.60
(4x1.0=4.0)+(2x1.2=2.4) = 6.4m
2204 CARRIAGE : cum 0.053 60.81 3.22
Walling = 0.048 cum
Bailies struts 3.14/4x(0.125)2 x 6.4 = 0.079
cum
LABOUR:
0114 Beldars Day 0.06 135.25 8.12
9999 Sundries L.S. 1.82 1.00 1.82
TOTAL 172.69
TOTAL 174.42
15%
Cost of 6.6 sqm. 200.58
Cost per sqm. 30.39
Say 30.40

strutting and shoring complete (Measurements to be taken of the face area
timbered):

Details of cost for a manhole 1.2x 1mx 1.5m
Surface area2(1.2+1.0)xl.5 = 6.6 sqm
MATERIALS :
given @ 75% of cost
6x0.25x1.5x0.038 = 0.086 cum = 86dm3
1197 Walling 100mmxl00mm IInd class 10 cudm 3.00 160.00 48.00
wood in scantling
4x1.2x0.1 x0.1 = 0.048 cum = 48 dm3
(4x1.0=4.0)+(2x1.2=2.4) = 6.4m

90
2204 CARRIAGE: cum 0.053 60.81 3.22
Walling = 0.048 cum
cum
LABOUR:
0114 Beldars Day 0.12 135.25 16.23
9999 Sundries L.S. 2.73 1.00 2.73
TOTAL 185.96
TOTAL 187.82
15%
Cost of 6.6 sqm. 215.99
Cost per sqm. 32.73
Say 32.75

strutting and shoring complete (Measurements to be taken of the face area timbered):


Details of cost for a manhole 1.2x1lmx 1.5m
Surface area 2(1.2+1.0)x1.5 = 6.6 sqm
MATERIALS :
given @ 75% of cost
6x0.25x1.5x0.038 = 0.086 cum = 86dm3
1197 Walling 100mmx 100mm IInd class 10 cudm 3.00 160.00 48.00
kail wood scantling
4x1.2x0.10 x0.10 = 0.048 cum = 48 dm3
(4x1.0=4.0)+(2x1.2=2.4) = 6.4m
2204 CARRIAGE: cum 0.053 60.81 3.22
Walling = 0.048 cum
cum
cum
LABOUR:
0114 Beldars Day 0.20 135.25 27.05
9999 Sundries L.S. 3.64 1.00 3.64

91
TOTAL 203.35
TOTAL 205.38
15%
Cost of 6.6 sqm. 236.19
Cost per sqm. 35.79
Say 35.80

2.22 : Open timbering over areas including strutting, shoring etc. complete.
(Measurements to be taken of the face area timbered):


deep Area = 30 x 1.50 = 45 sqm.
MATERIALS :
given @ 75% of cost
1198 Polling boards of 2nd class kail wood planks
250mm x 38mm
40x1.5x0.25x0.038 = 0.57cum. = 570 dm3 10 cudm 35.625 178.00 634.12
0302 Raking struts- Safeda Bailies
125mm dia 40x1.50 = 60m metre 3.75 29.00 108.75
2204 CARRIAGE : cum 0.3275 60.81 19.92
Bailies 40x1.5x3.14/4x(0.125)2 = 0.40 cum.
Total for carriage =1.31 cum x¼ = 0.3275 cum
LABOUR:
0114 Beldars Day 0.25 135.25 33.81
9999 Sundries L.S. 19.76 1.00 19.76
TOTAL 833.35
TOTAL 841.68
15%
Cost of 45 sqm. 967.93
Cost per sqm. 21.51
Say 21.50


Details of cost for an area 30m long and 1,5m
deep Area = 30 x 1.5 = 45 sqm.
MATERIALS :

92

given @ 75% of cost
250mm x 38mm
40x1.5x0.25x0.038 = 0.57cum. = 570 dm3 10 cudm 35.625 178.00 634.12
125mm dia 40x1.5 = 60m metre 3.75 29.00 108.75
2204 CARRIAGE: cum 0.3275 60.81 19.92
Bailies 40x1.5x3.14/4x(0.125)2 = 0.40 cum.
Total for carriage =1.31 cum x¼ = 0.3275
cum
LABOUR:
0114 Beldars Day 0.50 135.25 67.62
9999 Sundries L.S. 33.15 1.00 33.15
TOTAL 898.96
TOTAL 907.95
15%
Cost of 45 sqm. 1 044.14
Cost per sqm. 23.20
Say 23.20



deep, Area = 30 x 1.50 = 45 sqm.
MATERIALS :
given @ 75% of cost
250mm x 38mm
40x1.5x0.25x0.038 = 0.57cum. = 570 dm3 10 cudm 35.625 178.00 634.12
125mm dia 40x1.50 = 60m metre 3.75 29.00 108.75
2204 CARRIAGE: cum 0.3275 60.81 19.92
Bailies 40x1.5x3.14/4x(0.125)2 = 0.40 cum.
Total for carriage = 131 cum x¼ = 0.3275
cum

93

LABOUR:
0114 Beldars Day 0.88 135.25 119.02
9999 Sundries L.S. 47.58 1.00 47.58
TOTAL 1 000.19
TOTAL 1 010.19
15%
Cost of 45 sqm. 1 161.72
Cost per sqm. 25.82
Say 25.80

2.23 Extra for planking and strutting in open timbering if required to be left permanently
in position. (Face area of the timber permanently left to be measured).


MATERIALS:
1198 Poling board 1.50mx0.25x0.038 10 cudm 997.50 178.00 17 755.50
2x40xl.5x0.25x0.038 = 1.14cum = 1140 dm3
used once before = 1140 -142.50 = 997.50 dm3
1197 Walling 100mmx 100mm : 4x30mx0.10 mx0.10 m 10 cudm 1050.00 160.00 16 800.00
= 1.20cum= 1200 dm3
(Rate per II class kail wood in scantling)
used once before = 1200 - 150 = 1050 dm3
0302 Safeda Bailies struts (125mm dia. And 1.5m metre 44.63 29.00 1 294.27
long)-2x17x1.5= 51m
used once before = 51- 6.37 = 44.63 m
2204 CARRIAGE: cum 1.485 60.81 90.30
Walling =1.20 cum
Bailies struts 51x3.14x¼x(0.125)2 = 0.63 cum
Total of carriage = 2.97 cum Taking half =
2.97 x½ =.1.485 cum 35940.07
TOTAL 359.40
Add for water charge @ 1 % 36 299.47
TOTAL 5 444.92
Add for contractor’s profit and over-heads @
15%
Cost of 90 sqm. 41 744.39
Say 463.85

94
2.24 : Extra rates for quantities of works, executed: (The extra percentage rate is appli-
cable in respect of each item but limited to quantities of work executed in these
difficult conditions).
2.24.1 : In or under water and/ or liquid mud, including pumping out water as required.


Extra due to slow progress and Metre (20% of the rate of the item. The
dewatering: 20% of the rate of depth extra percentage in rate is appli-
the item cable in respect of each item but
ltd. To quantities of work excuted
in difficult condition.)

2.24 Extra rates for quantities of works, executed: . (The extra percentage rate is
applicable in respect af each item but limited to quantities of work executed in
these difficult conditions).
2.24.2 In or under foul position,including pumping out water as required.


Extra due to slow progress and Metre (25% of the rate of the item. This
dewatering: 25% of the rate of depth pertains to only such. Pumping of
the item - water as is envisaged at the time
of tendering and don't include
those that covered under contrac-
tual risk.)

Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to
quantities of work executed in these difficult conditions. The unit, namely, metre depth, to be considered for
payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty
executed in difficult condition. The depth shall be reckoned correct to 0.10m, 0.05m or more shall be taken as
0.10m and less than 0.05m ignorel.

2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.


Labour-
0128 Mate Day 0.20 138.45 27.69
0115 Coolies Day 2.50 135.25 338.12
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 393.50
TOTAL 397.44
15%
Say 45.70

95

2.26 : Extra for every additional lift of 1.5 m or part thereof in.
2.26.1: All kinds of soil.

Details of cost of 10 cum.
Labour:-
0128 Mate Day 0.10 138.45 13.84
0114 Beldars Day 1.1.10 135.25 148.78
TOTAL 162.62
TOTAL 164.25
15%
Say 18.90

2.26 : Extra for every additional lift of 1.5 m or part thereof in.
2.26.2 : Ordinary or hard rock.

Details of cost of 10 cum.
Labour:-
0128 Mate Day 0.20 138.45 27.69
0114 Beldars Day 1.95 135.25 263.74
TOTAL 291.43
TOTAL 294.34
15%
Say 33.85

2.27 : Supplying and filling in plinth with Jamuna sand under floors including, watering,
ramming consolidating and dressing complete.

Materials:
6501 Jamuna sand cum 10.00 175.00 1 750.00
2335 Carriage of Jamuna sand cum 10.00 53.21 532.10
Labour:
0114 Beldars Day 0.89 135.25 120.37
0115 Coolies Day 1.07 135.25 144.72
0101 Bhishti Day 0.35 138.45 48.46
TOTAL 2 595.65
TOTAL 2 621.61
15%
Cost of 10 cum. 3 014.85
Say 301.50

96

2.28 : Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
2.28.1 : All kinds of soil.

Details of cost for 100 sqm.
Labour:
0114 Beldars Day 1.97 135.25 266.44
0115 Coolies Day 1.29 135.25 174.47
TOTAL 440.91
TOTAL 445.32
15%
Cost of 100 sqm. 512.12
Say 512.10

2.29 : Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.

Labour:
0114 Beldars Day 2.75 135.25 371.94
0101 Bhishti Day 0.50 138.45 69.22
TOTAL 441.16
TOTAL 445.57
15%
Cost of 100 sqm. 512.41
Say 512.40

2.30 : Excavating holes upto 0.5 cum including getting out the excavated soil, then
returning the soil as required in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering etc, disposing of surplus
excavated soil; as directed within a lead of 50 m and lift upto 1.5 m.

Details of cost for 6 holes-
Earth work 6x0.50 = 3.0 cum.
Extra labour for filling and ramming
9999 Sundries L.S. 13.52 1.00 13.52(B)
TOTAL 323.72
Add for water charges @ 1% on B 0.14(C)
TOTAL 323.86
15%on (B+C)
Cost of 6 holes 325.91
Cost of 1 hole 54.32
Say 54.30

97
2.30.2 : Ordinary rock

Excavation -6x0.50 = 3.0 cum.
9999 Sundries L.S. 7.80 1.00 7.80(B)
TOTAL 495.75
Add for water charges @ 1% on B 0.08(C)
TOTAL 495.83
Add for contractor’s profit and over-heads 1.18
15% on B+C
Say 82.85

2.30 Excavating holes upto 0.5 cum including getting out the excavated soil, then

Details of cost for 6 holes
6x0.50 = 3.0 cum.
9999 Sundries L.S. 80.73 1.00 80.73(B)
TOTAL 899.58
Add for water charges @ 1 % on B 0.81(C)
TOTAL 900.39
Add for contractor’s profit and over-heads@ 12.23
15% on B+C
Say 152.10

2.30.4 : Hard rock (blasting prohibited)

Excavation- 6x0.50 = 3.0cum.
9999 Sundries L.S. 80.73 1.00 80.73(B)
TOTAL 1078.08

98
Add for water charges @ 1 % on B 0.81(C)
TOTAL 1078.89
15% on B+C
Saycum L.S. 181.85

Note :-
(I) Carriage of excavated material beyond the first 50m will be paid under carriage of materials” vide sub-head
(II) Carriage by animal and mechanical transport will be reckoned in terms of nearest km. distance of 0.5
km or more will be taken as 1 km and distance of less than 0.5 km ignored, However, when the total
lead is less than 0.5 km it will not be ignored but paid for separately in successive stages of 50m
subject to the conditions that the total rate worked out on these bases does not exceed the rate for
initial lead of 1km.

2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees
and saplings of girth upto 30 cm measured at a height of 1 m above ground level
and removal of rubbish upto a distance of 50 m outside the periphery of the area
cleared.


Labour:
0114 Beldars Day 1.08 135.25 146.07
0115 Coolies Day 0.60 135.25 81.15
TOTAL 227.22
TOTAL 229.49
Cost of 100 sqm. 263.91
Say 263.90

2.32 : Clearing grass and removal of the rubbish upto a distance of 50 m outside the
periphery of the area cleared.


Labour:
0114 Beldars Day 0.60 135.25 81.15
0115 Coolies Day 0.25 135.25 33.81
9999 Sundries L.S. 1.82 1.00 1.82
TOTAL 116.78
TOTAL 117.95
Cost of 100 sqm. 135.64
Say 135.65

99
2.33 : Felling trees of the girth (measured at a height of 1 m above ground level) including
cutting of trunks and branches removing the roots and stacking of serviceable
material and disposal of unserviceable material.
2.33.1 : Beyond 30 cm girth upto and including 60 cm girth


Details of cost of tree of 15cm.
in. dia. Ht. = av. 3m
quantity of wood-
3.14/4x0.15x0.15x3 = 0.053 cum.
Add 20% for branches = 0.011 cum.
Total = 0.064 cum.
Labour for cutting in trees removing
the roots from the soil and then filling
in Pit and depresions.
0114 Beldars Day 0.33 135.25 44.63
0115 Coolies Day 0.17 135.25 22.99
9999 Sundries L.S. 2.73 1.00 2.73
TOTAL 70.35
TOTAL 71.05
Cost of one tree 81.71
Say 81.70



Details of cost of a tree-
of av. girth = 90cm
of av. dia. = 0.3m
and length = 5m
(22x0.3x0.3x5)/7x4 = 0.35 cum
20% branches = 0.07 cum
Total = 0.42 cum
Labour for cutting the trees and
removing in roots from the soil
filling in pit and the depresions
0114 Beldars Day 1.50 135.25 202.88
0115 Coolies Day 0.75 135.25 101.44
9,999 Sundries L.S. 5.46 1.00 5.46
TOTAL 309.78
TOTAL 312.88
Cost of one tree 359.81
Say 359.80

100


Details of cost for a tree-
avg. girth = 180cm
and avg. length = 7m
(22x0.6x0.6x7)/7x4 = 1.98 cum.+
20% branches = 0.40 cum.
Total = 2.38 cum.
filling in pit and the depresions
0114 Beldars Day 7.00 135.25 946.75
0115 Coolies Day 3.50 135.25 473.38
9999 Sundries L.S. 8.06 1.00 8.06
TOTAL 1 428.19
TOTAL 1 442.47
Cost of one tree 1 658.84
Say 1 658.85

2.33 Felling trees of the girth (measured at a height of 1 m above ground level) including
2.33.4 Above 240 cm girth


Details of cost for a tree of average 300cm.
girth and length 10m
3.142/4x1x1x10 = 7.86 cum
20% Branches = 1.57 cum.
Total = 9.43 cum.
filling in pit and the depresions.
0114 Beldars Day 14.00 135.25 1893.50
0115 Coolies Day 7.00 135.25 946.75
9999 Sundries L.S. 26.91 1.00 26.91
TOTAL 2 867.16
TOTAL 2 895.83
Cost of one tree 3 330.20
Say 3 330.20

2.34 : Supplying chemical emulsion in sealed containers including delivery as specified.
2.34.1 : Chlorpyriphos/Lindane emulsifiable concentrate of 20%


Details of cost of 100 litres
7022 Chlorpyriphos E.C. 20% “ litre 100.00 150.00 15 000.00
2342 Carriage of chemical quintal 1.00 5.32 5.32
TOTAL 15 005.32

101

TOTAL 15 155.37
Add for contractor’s profit and overheads @ 2 273.31
15%
Cost for 100 litres 17 428.68
Cost for 1 litre 174.29
Say 174.30

2.35 : Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite
treatment (excluding the cost of chemical emulsion):
2.35.1 : Along external wall where the apron is not provided using chemical emulsion @
7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm
including excavation channel along the wall & rodding etc. complete:
2.35.1.1: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.


Details of cost for 10 metres
Materials:
Chlorpyriphos 1% concentration =
10.0x0.30x7.5 = 22.5 litres
7022 Chlorpyriphos 20% E.C. required 22.5/20 = litre 1.125 to be 0.00
1.125 litres. supplied
free of cost
Labour
0114 Beldars (for excavating channel ) rodding
in chemical spraying the emulssion and
refilling the same Day 0.33 135.25 44.63
9999 Sundries and rent of sprayer etc L.S. 13.52 1.00 13.52
TOTAL 58.15
TOTAL 58.73
15%
Cost for 10 metres 67.54
Cost for 1 metre 6.75
Say 6.75

2.35 : Diluting and injecting chemica emulsion for POST-CONSTRUCTIONAL anti-termite
treatment (excluding the cost of chemical emulsion) :
2.35.2 : Along the external wall below concrete or masonry apron using chemical emulsion
@ 2.25 litres per linear metre including drilling and plugging holes etc.
2.35.2.1 : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.


Materials:
7022 Chlorpyriphos 1% concentration = 10x2.25 = litre 1.125 to be 0.000
22.5 litres supplied
free of cost
Chlorpyriphos 20% required = 22.5/20 =
1.125 litres
Labour:
0114 Beldar (for drilling holes and injecting Day 0.40 135.25 54.10
chemical)

102

9,999 Sundries and rent of a sprayer and mortar and L.S. 35.88 1.00 35.88
making good the holes
TOTAL 89.98
TOTAL 90.88
15%
Say 10.45

2.35: Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite
2.35.3 : Treatment of soil under existing floors using chemical emulsion @ one litre per
hole, 300 mm apart including drilling 12 mm diameter holes and plugging with
cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.


Details of cost for 9 sqm. (3 metre x 3 metre)
No. of holes - 100 nos.
Materials:
Chlorpyriphos 1% required
100x1 litre = 100 litres
7022 Chlorpyriphos 20% E.C. = 100/20 = 5.0 litres litre 5.00 to be 0.00
supplied
free of cost
Labour:
(For making holes & spraying)
0114 Beldars Day 2.00 135.25 270.50
0124 Mason Ilnd class Day 0.50 141.60 70.80
9999 Sundries, rent of sprayer and mortar L.S. 35.88 1.00 35.88
TOTAL 377.18
TOTAL 380.95
15%
Cost for 9 square metre 438.09
Cost per square metre 48.68
Say 48.70

2.35.4 : Treatment of existing masonry using chemical emulsion @ one litre per hole at
300 mm interval including drilling holes at 45 degree and plugging them with cement
mortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole:
2.35.4.1: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.


Materials:
No. of holes 10.0/0.30 = 33.33+1 = 34.33
holes
Say 34 holes

103
chlorpyriphos 1% concentration required
= 34x1.0 = 34.00 litres
Chlorpyriphos 20% E.C. required
34.00/20= 1.70 litres
7022 Chlorpyriphos 20% concentrates litre 1.70 to be 0.00
supplied
free of cost
Labour:
0114 Beldar (for making holes at 45 deg and Day 0.30 135.25 40.57
spraying the emulsion)
9999 Sundries, rent of pump etc. L.S. 17.94 1.00 17.94
TOTAL 65.59
TOTAL 66.25
Add for contractor’s profit and overheads @15% 9.94
Say 7.60

2.35.5: Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/
Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm
dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing
the same.


Materials:
No. of holes 10.0/0.15 = 66.67+1 = 67.67
holes
Say 68 holes
Chlordane 1% concentration required
= 68 x 0.5 = 34.00 litres litre 1.70 to be 0.00
supplied
free of cost
Chlordane 20% E.C. required
34.00/20=1.70 litres
Chlordane 20% E.C. required = 34/20 = 1.7
0771 Kerosene oil = 34-1.7 = 32.30 litres litre 32.3 19.00 613.70
Labour:
0112 Carpenter 2nd class (For making holes and Day 0.20 141.60 28.32
plugging the same)
0114 Beldar for injecting chemical Day 0.20 135.25 27.05
9999 Sundries L.S. 17.94 1.00 17.94
TOTAL 687.01
TOTAL 693.88
15%
Say 79.80

104
2.36 : Deduct for disposed soil not levelled and neatly dressed (against Item No. 2.6,&2.7)


Labour-
0128 Mate Day 0.08 138.45 11.08
0115 Beldar/Coolies Day 0.80 135.25 108.20
TOTAL 119.28
TOTAL 120.47
Say 13.85

105

SUB HEAD : 3.0
MORTARS

107
3.1 Cement Mortar 1 : 1 (1 cement : 1 fine sand)

Code Discription Unit Quantity Rate Amount

Details of cost for 1 cum
MATERIALS
(0.7175 cum. of cement = 1.02 tonne)
0367 Cement tonne 1.02 4 500.00 4 590.00
2,209 Carriage of Cement tonne 1.02 47.29 48.24
0983 Fine sand cum 0.7125 320.00 228.00
2261 Carriage of Fine sand cum 0.7125 53.21 37.91
LABOUR
For measuring, carrying, depositing and
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Hire and running charges of mechanical mixer L.S. 26.9 1.00 26.91
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 5 055.71
Say 5 055.70

Notes:-
1. Cement required for cement mortar is 71.25%
2. 1 Cum of cement weight is 1.4286 Tonne



MATERIALS
0367 Cement tonne 0.68 4 500.00 3 060.00
2209 Carriage of Cement tonne 0.68 47.29 32.16
0983 Fine sand cum 0.95 320.00 304.00
2261 Carriage of fine sand cum 0.95 53.21 50.55
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 3 598.27
Say 3 598.25

Note:-
1. Cement required is 47.50%

108

3.3 Cement Mortar 1 : 3(1 cement : 3 fine sand)


MATERIALS
0367 Cement tonne 0.51 4 500.00 2295.00
0983 Fine sand cum 1.07 320.00 342.40
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 2870.01
Say 2870.00

Note:-

3.4 Cement Mortar 1 : 4(1 cement : 4 fine sand)


MATERIALS
0367 Cement tonne 0.38 4 500.00 1710.00
0983 Fine sand cum 1.07 320.00 342.40
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 2278.86
Say 2278.85

Note:-

109


MATERIALS
0367 Cement tonne 0.31 4 500.00 1395.00
0983 Fine sand cum 1.07 320.00 342.40
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 1960.55
Say 1960.55

Note:-



MATERIALS
0367 Cement tonne 0.25 4 500.00 1125.00
0983 Fine sand cum 1.07 320.00 342.40
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 1687.71
Say 1687.70

Note:-

110

3.7 Cement Mortar 1 : 2 (1 Cement : 2 Coarse sand)


MATERIALS
0367 Cement tonne 0.68 4 500.00 3060.00
0982 Coarse sand cum 0.95 600.00 570.00
2203 Carriage of Coarse sand cum 0.95 53.21 50.55
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 3864.27
Say 3864.25

Note:-

3.8 Cement Mortar 1 : 3 (1 Cement : 3 Coarse sand)


MATERIALS
0367 Cement tonne 0.51 4 500.00 2295.00
0982 Coarse sand cum 1.07 600.00 642.00
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 3169.61
Say 3169.60

Note:-

111

3.9 Cement Mortar 1 : 4 (1 cement : 4 coarse sand)


MATERIALS
0367 Cement tonne 0.38 4 500.00 1710.00
0982 Coarse sand cum 1.07 600.00 642.00
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 2578.46
Say 2578.45

Note:-



MATERIALS
(0.214cum. of cement = 0.31 tonne)
0367 Cement tonne 0.31 4 500.00 1395.00
0982 Coarse sand cum 1.07 600.00 642.00
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 2260.15
Say 2260.15

Note:-

112


MATERIALS
0367 Cement tonne 0.25 4 500.00 1125.00
0982 Coarse sand cum 1.07 600.00 642.00
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 1987.31
Say 1987.30

Note:-

3.12 Cement Mortar 1 : 2(1 cement : 2 stone dust)


MATERIALS
0367 Cement tonne 0.68 4 500.00 3060.00
1159 Stone dust cum 0.95 700.00 665.00
2267 Carriage of stone dust cum 0.95 53.21 50.55
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 3959.27
Say 3959.25

Note:-

113
3.13 Cement Mortar 1 : 2(1 cement : 2 marble dust)


MATERIALS
0367 Cement tonne 0.68 4 500.00 3060.00
0784 Marble dust cum 0.95 800.00 760.00
2268 Carriage of Marble dust cum 0.95 53.21 50.55
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 4054.27
Say 4054.25

Note:-

3.14 Cement Mortar 1 : 5(1 cement : 5marble dust)


MATERIALS
0367 Cement tonne 0.31 4 500.00 1395.00
2,209 Carriage of Cement tonne 0.31 47.29 14.66
0784 Marble dust cum 1.07 800.00 856.00
2,268 Carriage of Marble dust cum 1.07 53.21 56.93
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9,999 Hire and running charges of mechanical mixer L.S. 26.91 1.00 26.91
9,999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 2474.15
Say 2474.15

Note:-

114

3.15 White Cement Mortar 1 : 2 (1 White cement : 2 marble dust)


MATERIALS
(0.475 cum. of white cement = 0.68 tonne)
0368 White Cement tonne 0.68 9700.00 6596.00
2209 Carriage of White Cement tonne 0.68 47.29 32.16
0784 Marble dust cum 0.95 800.00 760.00
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Hire and running charges of mechanical mixer L..S 26.91 1.00 26.91
9999 Sundries L..S 13.52 1.00 13.52
Cost of 1.00 cum 7590.27
Say 7590.25

Note:-
1. White Cement required is 47.50%

3.16 White Cement Mortar 1 : 3(1 white cement : 3 marble dust)


MATERIALS
0784 Marble dust cum 1.07 800.00 856.00
LABOUR Day 0.75 135.25 101.44
For measuring, carrying, depositing and Day 0.07 138.45 9.69
mixing- L.S. 26.91 1.00 26.91
0114 Beldar L.S. 13.52 1.00 13.52
0101 Bhisti 6035.61
9999 Hire and running charges of mechanical mixer 6035.60
9999 Sundries
Cost of 1.00 cum
Say

Note:-

115
3.17 White Cement Mortar 1 : 5 (1 white cement : 5 marble dust)


MATERIALS
0784 Marble dust cum 1.07 800.00 856.00
LABOUR
mixing-
0114 Beldar Day 0.75 135.25 101.44
0101 Bhisti Day 0.07 138.45 9.69
9999 Sundries L.S. 13.52 1.00 13.52
Cost of 1.00 cum 4086.15
Say 4086.15

Note:-

3.18 Mud mortar


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

117

SUB HEAD : 4.0
CONCRETE WORK

119

4.1 Providing and laying in position cement concrete of specified grade excluding the
cost of centring and shuttering -
-All work upto plinth level:
4.1.1 1:1:2 ( 1 Cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)


MATERIALS
0295 Stone aggregate 20mm cum 0.64 700.00 448.00
2202 Carriage of aggregate 20mm and 10 mm cum 0.85 53.21 45.23
0982 Coarse sand cum 0.425 600.00 255.00
2203 Carriage of coarse sand cum 0.425 53.21 22.61
0367 Cement (0.425 cum) tonne 0.61 4,500.00 2,745.00
2209 Carriage of cement tunne 0.61 47.29 28.85
Labour;
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S 14.30 1.00 14.30
TOTAL 4,080.03
TOTAL 4,120.83
Add 15 % for contractor’s profit and overheads 618.12
Cost of 1 cum. 4,738.95
Say 4,738.95
4.1.2 1:11/2:3 ( 1 Cement: 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)


Materials :
2202 Carriage of aggregate cum 0.85 53.21 45.23
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement (0.2833 cum) tonne 0.40 4,500.00 1,800.00
2209 Carriage of cement tonne 0.40 47.29 18.92
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 14.30 1.00 14.30
TOTAL 3,125.10
TOTAL, 3,156.35
Add 15 % for contractor’s profit and 473.45
overheads Cost of 1 cum. 3,629.80
Say 3,629.80

120


Materials:
0297 Stone aggregate 10 mm cum 0.22 700.00 154.00
0982 Coarse sand cum 0.445 600.00 267.00
0367 Cement (0.2833 cum) tonne 0.32 4,500.00 1,440.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S 14.30 1.00 14.30
TOTAL 2,804.54
TOTAL 2,832.56
Add. 15% for contractor’s profit and overheads 424.88
Cost of 1 cum. 3,257.44
Say 3,257.45


Materials :
0293 Stone aggregate 40mm (one size) (0.56-7.5% cum 0.52 650.00 338.00
for voids) i.e. 0.04 = 0.52 cum)
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 aggregate 40mm cum 0.52 57.83 30.07
2202 Carriage of aggregate below 40mm size cum 0.33 53.21 17.56
0982 Coarse sand cum 0.445 600.00 267.00
0367 Cement (0.2225 cum) tonne 0.32 4500.00 1440.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.55 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2750.00
TOTAL 2777.50
Say 3194.10

121

Materials :
0982 Coarse sand cum 0.47 600.00 282.00
0367 Cement (0.15674 cum) tonne 0.22 4,500.00 990.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,402.99
TOTAL, 2,427.02
Cost of 1 cum. 2,791.07
Say 2,791.05


Materials :
0293 Stone aggregate 40mm (one size) (0.70 cum 0.65 650.00 422.50
cum-7.5% for voids i.e. 0.05 = 0.65 cum
0982 Coarse sand cum 0.47 600.00 282.00
0367 Cement (0.15674 cum) tonne 0.22 4,500.00 990.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,335.83
TOTAL 2,359.19
Cost of 1 cum. 2,713.07
Say 2,713.05

122

4.1.7 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

Materials :
0295 Stone aggregate 20 mm (one size) cum 0.24 700.00 168.00
0983 Fine sand cum 0.47 320.00 150.40
0367 Cement (0.15674 cum) tonne 0.22 4,500.00 990.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,204.23
TOTAL 2,226.27
Cost of 1 cum. 2,560.21
Say 2,560.20

All work upto plinth level:
Materials :
0982 Corase sand cum 0.47 600.00 282.00
0367 Cement (0.1175 cum) tonne 0.17 4,500.00 765.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,108.47
TOTAL 2,129.55
Cost of 1 cum. 2,448.98
Say 2,449.00

123

Materials :
0295 Stone aggregate 20 mm (One size) cum 0.24 700.00 168.00
0983 Fine sand cum 0.47 320.00 150.40
0367 Cement (0.1175 cum) tonne 0.17 4,500.00 765.00
Labour:
0155 Mason Day 0.10 146.55 14.66
1 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 1,976.87
TOTAL 1,996.64
Cost of 1 cum. 2,296.14
Say 2,296.15
Materials :
0982 Coarse sand cum 0.47 320.00 282.00
0367 Cement (0.2225 cum) tonne 0.13 4,500.00 585.00
Labour:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.701 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 1,926.58
TOTAL 1,945.85
Cost of 1 cum. 2,237.73
Say 2,237.75

124


Materials :
0983 Fine sand cum 0.47 320.00 150.40
0367 Cement (0.2225 cum) tonne 0.13 4,500.00 585.00
Labour:
0155 Mason Day 0.10 146.55 14.66
1 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 8.97 1.00 8.97
TOTAL 1,790.43
TOTAL 1,808.33
Cost of 1 cum. 2,079.58
Say 2,079.60

4.1.12 1:2:31/2:9 ( 1 Ordinary Portland cement : 2 Fly ash : 31/2 coarse sand : 9 graded stone
aggregate 40 mm nominal

Materials:
cum-7.5% for voids i.e. 0.05-0.65 cum)
2206 Carriage of aggregate 40 mm cum 0.65 57.83 37.59
2202 Carriage of agregate 20 mm cum 0.24 53.21 12.77
0982 Coarse sand cum 0.37 600.00 222.00
1980 Fly ash cum 0.21 6.00 1.26
2262 Carriage of fly ash cum 0.21 53.21 11.17
0367 Cement tonne 0.17 4,500.00 765.00
LABOUR;
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 14.30 1.00 14.30

125


TOTAL 2,056.36
TOTAL 2,076.92
Add 15% for contractor’s profits and overheads 311.54
Cost of 1 cum. 2,388.46
Say 2,388.45

4.1.13 1:2 1/2:4:11 ( 1 Ordinary Portland cement : 21/2 Fly ash : 4 coarse sand : 11 graded
stone aggregate 40 mm nominal

Materials :
cum-7.5% for voids i.e. 0.05 - 0.65 cum)
0982 Coarse sand cum 0.34 600.00 204.00
1980 Fly ash cum 0.21 6.00 1.26
2262 Carriage of fly ash cum 0.21 53.21 11.17
0367 Cement tonne 0.13 4,500.00 585.00
LABOUR:
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 1.63 135.25 220.46
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 14.30 1.00 14.30
TOTAL 1,854.87
TOTAL 1,873.42
Cost of 1 cum. 2,154.43
Say 2,154.45

126
4.1 Providing and laying cement concrete in retaining walls, return walls (any thick-
ness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts,
buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks,
plain window sills, fillets etc upto floor five level, excluding the cost of centring,
shuttering and finishing:
4.2.1 1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)


Materials:
2202 Carriage of aggregate 20mm and 10 mm cum 0.85 53.21 45.23
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement (0.425 cum) tonne 0.61 4,500.00 2,745.00
Labour:
0114 Beldar Day 0.9 135.25 121.72
0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0123 Mason 1st class Day 0.06 151.50 9.09
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 14.30 1.00 14.30
0115 (Extra labour for lifting.material upto floor Day 1.13 135.25 152.83
level) Coolie (0.75x1.50)
TOTAL 4,356.95
TOTAL 4,400.52
Cost of 1 cum. 5,060.60
Say 5,060.60

4.2 Providing and laying cement concrete in retaining walls, return walls (any thick-
ness) including attached pilasters, columns, piers, abutmets, pillars, posts, struts,
buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks,
plain window sills, fillets etc upto floor five level, excluding the cost of centring,
shuttering and finishing:
4.2.2 1:11/2:3 (1 cement: 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Materials:
0295 20mm stone aggregate cum 0.57 700.00 399.00
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement (0.2833 cum) tonne 0.40 4,500.00 1,800.00
Labour:
0114 Beldar Day 0.90 135.25 121.72

127

0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 14.30 1.00 14.30
TOTAL 3,402.02
TOTAL 3,436.04
Cost of 1 cum. 3,951.45
Say 3,951.45

4.2 Providing and laying cement Concrte in retaining walls, return walls (any thickness)
including attached pilasters, columns, piers, abutmets, pillars, posts, struts, buttresses,
string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window
sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and
finishing:


Materials:
0982 Coarse sand cum 0.445 600.00 267.00
0367 Cement (0.2833 cum) tonne 0.32 4,500.00 1,440.00
Labour:
0114 Beldar Day 0.90 135.25 121.72
0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 14.30 1.00 14.30
0115 (Extra labour for lifting.material upto floor
level) Coolie (0.75x1.50) Day 1.13 135.25 152.83
TOTAL 3,081.43
TOTAL 3,112.24
Cost of 1 cum. 3,579.08
Say 3,579.10

128
finishing:


Materials:
0293 Stone aggregate 40 mm (one size) (0.56-7.5% cum 0.52 650.00 338.00
for voids i.e. 0.04 = 0.52 cum)
0295 Stone aggregate 20 mm (one zize) cum 0.22 700.00 154.00
2202 Carriage of aggregate 20 mm and 10 mm cum 0.33 53.21 17.56
0982 Coarse sand cum 0.445 600.00 267.00
0367 Cement (0.2225 cum) tonne 0.32 4,500.00 1,440.00
Labour:
0114 Beldar Day 0.9 135.25 121.72
0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 3,026.92
TOTAL 3,057.19
Cost of 1 cum. 3,515.77
Say 3,515.75

129
finishing:


Materials:
0297 Stone aggregate cum 0.24 700.00 168.00
0982 Coarse sand cum 0.47 600.00 282.00
2203 Carrage of Coarse sand cum 0.47 53.21 25.01
0367 Cement tonne 0.22 4,500.00 990.00
Labour:
0114 Beldar Day 0.90 135.25 121.72
0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,679.91
TOTAL 2,706.71
Cost of 1 cum. 3,112.72
Say 3,112.70

finishing:


Materials:
0293 Stone aggregate 40 mm (one size) (0.70 cum 0.65 650.00 422.50
cum 7.5% for voids i.e. 0.05 = 0.65 cum)
0982 Coarse sand cum 0.47 600.00 282.00
0367 Cement (0.15674 cum) tonne 0.22 4500.00 990.00
Labour:

130


0114 Beldar Day 0.90 135.25 121.72
0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,612.75
TOTAL 2,638.88
Cost of 1 cum. 3,034.71
Say 3,034.70

finishing:
4.2.7 1:3:6 (1 cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)


Materials:
0293 Stone aggregate 40 mm(one size) (0.70 cum 0.65 650.00 422.50
cum 7.5% for voids i.e. 0.05 = 0.65 cum)
0983 Fine sand cum 0.47 320.00 150.40
0367 Cement (0.15674 cum) tonne 0.22 4,500.00 990.00
Labour:
0114 Beldar Day 0.90 135.25 121.72
0115 Coolie Day 0.78 135.25 105.50
0101 Bhishti Day 0.70 138.45 96.92
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Scaffolding L.S. 114.40 1.00 114.40
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 2,481.15
TOTAL 2,505.96
Cost of 1 cum. 2,881.85
Say 2,881.85

131
4.3 Centering shuttering including struttings, propping etc. and removal of form work
for:
4.3.1 Foundations, footings, bases for columns.


Details of cost for footing size
2.7mx2.7mxl.00m
Contact area = 10.8 sqm.
Material:
Assuming shuttering material will become
unserviceable after use of 40 times
Adding for maintenance @ 10% of cost
Taking salvage value after full use of material
@ 25% of cost
7319 Wall form panel 1250x500mm each 0.34 980.00 333.20
Qty taken for cost of using once = 16x0.85/40
= 0.34
7326 Corner angle (1.5m long) each 0.085 280.00 23.80
Qty taken for cost of using once = 4x0.85/40 =
0.085
7327 100mm channel shoulders 2.5m long each 0.17 1,000.00 170.00
Qty taken for cost of using once = 8x0.85/40=
0.17
7328 Double clip (bridge clip) each 0.34 75.00 25.50
= 0.34
7329 Single clip each 0.17 60.00 10.20
0.17
7330 MS tube 40mm - 4x2.7m = 10.8m metre 0.2295 225.00 51.64
Qty taken “for cost of using once =
10.8x0.85/40 = 0.2295
9999 Assembly nuts & bolts L.S 22.10 1.00 22.10
9999 Carriage L.S 78.00 1.00 78.00
Labour:
0116 Fitter Grade-I Day 0.75 151.50 113.62
0114 Beldar Day 1.50 135.25 202.88
9999 Shuttering oil L.S 52.00 1.00 52.00
9999 Sundries L.S 26.00 1.00 26.00
TOTAL 1108.94
TOTAL ]S-%% 1120.03
Add-WMrfor contractor’s profit and overheads 168.00
Cost for 10.8 sqm. 1288.03
Say 119.25

132
for:
4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, but-
tresses plinth and string courses fillets etc.


Details for 7.9m long and 1.00m high wall
Area of contact 2x7.9x1.0 = 15.8 sqm. —
—Materials:
Assuming shuttering material will be unsevicea-
ble after use of times
@ 25% of cost
7319 Wall form Panel (1.25x0.5) 2x3x2x2 = 24 each 0.51 98.00 499.80
Nos.
= 0.51 each 0.17 1,000.00 170.00
7327 100mm channel shoulder 2.5m long, 4x2 = 8
0.17
7328 Bridge clip 2x6x2 = 24
Qty taken for cost of using once = 24x0.85/40 each 0.51 75.00 38.25
= 0.51
7329 Single clip 2x3x2 = 12 each 0.255 60.00 15.30
= 0.255
7330 M.S. Tube 40mm 2x2x8m = 32m metre 0.68 225.00 153.00
= 0.68
9999 Nut & Bolts L.S 27.62 1.00 27.62
9999 Carriage L.S 78.00 1.00 78.00
Labour:
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries L.S 52.00 1.00 52.00
TOTAL 2,453.72
TOTAL 2,478.26
Cost for 15.8 sqm. 2,850.00
Say 180.40

for:
4.3.3 Columns, piers, abutments, pillaras, posts and struts.

Detail of cost for
Size of column 450x450mm and 2.5m high
Area of contact = 4x0.45x2.5 = 4.5 sqm.

133


Assuming shuttering will become
Add maintenance charges @ 10% of cost of
Material
Less salvage value of material after full use @
25% of cost of material
7331 Wall form panel (1250x450) each 0.17 900.00 153.00
0.17
Corner angle 2.5m long each 0.085 275.00 23.38
7332 Qty taken for cost of using once = 4x0.85/40 =
0.085
Column clamp (450-1070mm) each 0.1063 1100.00 116.93
0.1063
Prop. 2m (2.0-3.5m) each 0.085 750.00 63.75
0.085
9999 Assembly nut & bolt L.S 27.62 1.00 27.62
9999 Carriage L.S 52.00 1.00 52.00
Labour
0114 Beldar Day 2.00 135.25 270.50
9999 Carriage L.S 26.00 1.00 26.00
TOTAL 923.68
TOTAL 932.92
15%
Cost for 4.5 sqm. 1,072.86
Say 238.40

4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground
level excluding the cost of centring, shuttering and finishing.
4.4.1 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).


Details of cost for kerb :
100m long 20cm deep and 30cm wide ).
100m x 30m x 0.20m = 6.00 cum.
Cement 1:2:4 cum 6.00 3,257.45 19,544.70
(Rate as per item no 4.1.3
Cost for 6 cum. 19,544.70
Cost per cum. 3,257.45
Say 3,257.45

134
4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground
level excluding the cost of centring, shuttering and finishing.
4.4.2 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).


Details of cost for kerb :
100m long 20cm deep and 30cm wide ).
100m x 30m x 0.20m = 6.00 cum.
Cement concrete 1:3:6 cum 6.00 2,791.05 16,746.30
(Rate as per item no 4.1.5
Say 2,791.05

4.5 Providing and fixing upto floor five level precast cement concrete string or lacing
courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,
steps, stair cases, etc. including hoisting and setting in position with cement mortar
1:3 (1 Cement: 3 coarse sand), cost of required centring, shuttering and finishing
smooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand)
4.5.1 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).


Details of cost for Plain window sill 15 nos.
15x1m x 0.20m x 0.15m = 0.45cum.
Materials :
Cement concrete 1:2:4
(A) (Rate as per Item No. 4.2.3 ) cum 0.45 3579.10 1610.60
Centering and shuttering
(1) Mould
(i) Plate 3mm thick-
(2x1xO.15)+(2xO.15xO.2O) = 0.36 sqm. @
23.55kg/m2 = 8.48 kg.
(ii) Flat 10x5mm
4x1.0 = 4.0m
8x0.2 = 1.6m
4x0.15 = 0.60m
Handle 2x0.25 = 0.5m
=6.70 m @ 0.4kg/m = 2.68 kg.
Total = 11.16kg. or 0.112 qtl.
unserviceable after use of 40 times and
taking 75% credit.
Qty taken for cost of using once =
(B) 0.112x0.75/40 = 0.0021 qtl kg 0.21 42.15 8.85
(Rate as per item no.10.1 S.H. steel work)
2. Moulding Platform
Assuming platform will become
unserviceable after use of 40 times,
(i) Brick on edge flooring cement mortar 1-:6
1x2.0x2.0m = 4 sqm. Qty taken for cost of
using once = 4/40 = 0.1 sqm

135

(C) Rate as per item no. 11.1.2 (S.H.: Flooring sqm 0.10 296.2 29.62
work)
(ii) 25mm thick cement concrete 1:2:4 in
pavement
2.00x2.00x0.025 = 0.10cum
Qty taken for cost of using once = 0.100/40
= 0.0025 cum
(D) Rate as per item no. 16.42 (Road work) cum 0.0025 3262.05 8.16
Finishing
15x0.50 = 7.50sqm.
(E) Rate as per item No. 13.16.1 sqm 7.50 62.15 466.13
9999 (G) Mortar and labour for hoisting and finishing L.S 36.30 1.00 36.30
TOTAL 2159.66
(H) Add for water charges @ 1 % on (G) 0.36
TOTAL 2160.02
Add for contractor’s profit and overheads @
15%on(G+H) 5.50
Cost for 0.45 cum. 2165.52
Cost per cum. 4812.27
Say 4812.25

4.5 Providing and fixing upto floor five level precast cement concrete string or lacing
courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,
steps, stair cases, etc. including hoisting and setting in position with cement mortar
1:3 (1 Cement: 3 coarse sand), cost of required centring, shuttering and finishing
smooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand) on exposed
surfaces complete.
4.5.2 1:3:6 (1 cement: 2 coarse sand : 4 graded stone
aggregate 20mm nominal size).


Details of cost for Plain window sill 15 nos.

15x1m x 0.20m x 0.15m = 0.45cum.
Materials :
(A) (Rate as per Item No. 4.2.5 ) of (S.H
concrete work cum 0.45 3112.700 1400.72
(1) Mould
(i) Plate 3mm thick
(2x1x0.15)+(2x0.15x0.20) = 0.36 sqm. @
23.55kg/m2 = 8.48 kg.
(ii) Flat 10x5mm
4x1.0 = 4.0m

136


8x0.2 = 1.6m
4x0.15 = 0.60m
Handle 2x0.25 = 0.5m
=6.70m@ 0.4kg/m = 2.68 kg.
Total = 11.16kg. or 0.112 qtl.
taking 75% credit.
0.112x0.75/40 = 0.0021 qtl
(B) (Rate as per item no.10.1 S.H. steel work) kg 0.210 42.15 8.85
(i) Brick on edge flooring cement mortar1:6
1x2.0x2.0m = 4 sqm Qty taken for cost of
using once = 4/40 =0.1 sqm
(C) Rate as per item no. 11.1.2 (SH: Flooring sqm 0.10 296.20 29.62
work)
pavement
2.00 x2.00x0.025 = 0.1
Qty taken for cost of using once = 0.100/40 =
0.0025 cum
(D) Rate as per item no. 16.42 (Road work) cum 0.0025 3262.05 8.16
Finishing
15x0.50 = 7.50sqm.

(E) Rate as per item No. 13.16.1 sqm 7.50 62.15 466.13
9999 (G) Mortar and labour for hoisting and finishing L.S 36.3 1.00 36.30
TOTAL 1949.78
(H) Add for water charges @ 1 % on (G) 0.36
TOTAL 1950.14
15%on(G+H) 5.50
Cost for 0.45 cum. 1955.64
Say 4345.85

137
4.6 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings
etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Ce-
ment: 3 coarse sand) including the cost of required centring, shuttering and finish-
ing smooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed
surfaces complete.
4.6.1 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Details of cost for 25 no kerbs,
40x30x20cm
=25 no x 0.40m x 0.30m x 0.20m = 0.6 cum
Materials :
(A) Rate as per Item No. 4.1.3 cum 0.60 3257.45 1954.47
(1) Mould
(i) Plate 3mm thick
0.28 sqm. @ 23.55kg/m2 = 6.59 kg.
(ii) Flat 10x5mm
Handle
2x0.25 x0.4 = @ 0.4kg/m = 0.20 kg.
= 6.79kg. or 0.068 qtl.
taking 75% credit.
Qty taken for cost of using once
= 0.068x0.75/40 = 0.001275 qtl
(B) (Rate as per item no. 10.1 S.H. steel work) kg 0.1275 42.15 5.37
unserviceable after use of 40 times.
(i) Brick on edge flooring cement mortar 1:6
1x2.0x2.0m = 4 sqm.
Qty taken for cost of using once = 4/40
= 0.1 sqm
(C ) Rate as per item no. 11.1.2 S.H.: Flooring kg 0.10 296.20 29.62
work.
pavement
2.00x2.00x0.025 = 0.10
= 0.0025 cum
(D) (Rate as per item no. 16.42 (Road work) cum 0.0025 3262.05 8.16
Finishing
0.4(0.3+0.2+0.20)=0.28x25 = 7.0sqm.
(E) (Rate as per item no. 13.16.1) sqm 7.00 62.15 435.05
9999 (G) Mortar and labour for finishing L.S. 30.54 1.00 30.54
TOTAL 2463.21
(H) Add for water charges @ 1% on (G) 0.31
TOTAL 2463.52
15%on(G+H) 4.63
Cost for 0.60 cum. 2468.15
Say 4113.60

138
4.7 Providing and fixing upto floor five level precast cement concrete solid block
including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse
sand), cost of required centring, shuttering and finishing smooth with 6mm thick
cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete :
4.7.1 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Details of cost for 25 no blocks,
40x20x30cm
=25 no x 0.40m x 0.30m x 0.20m = 0.60 cum
Materials:
Rate as per Item No. 4.1.3 cum 0.60 3257.45 1954.47
(1) Mould
(i) Plate 3mm thick
0.28 sqm. @ 23.55kg/m2 = 6.59 kg.
(ii) Flat 10x5mm
Handle
2x0.25 x0.4 = @ 0.4kg/m = 0.20 kg.
= 6.79kg. or 0.068 qtl.
taking 75% credit.
0.068x0.75/40 = 0.001275 qtl
(Rate as per item no. 10.1 S.H. steel work) kg 0.1275 42.15 5.37
1x2.0x2.0m = 4 sqm.
Qty taken for cost of using once = 4/40 =
0.1 sqm
Rate as per item no. 11.1.2 S.H.: Flooring
work. kg 0.10 296.20 29.62
pavement
2.00x2.00x0.025 = 0.10
= 0.0025 cum
(Rate as per item no. 16.42 (Road work) cum 0.0025 3262.05 8.16
Mortar 1:3 for Fixing
(D) 0.202/100x25=0.051
Rate as per item no 3.8 cum 0.051 3,169.60 161.65
Extra for Labour for fixing
(27/100x25=0.675 or 0.68)
0115 (D) Coolie day 0.68 135.25 91.97
Labour for hoisting and setting in position
0123 (D) Mason 1st class day 0.60 151.50 90.90
0114 (D) Beldar day 3.60 135.25 486.90
Finishing
25x2(0.4x0.3) =6.0sqm.
(Rate as per item no. 13.16.1) sqm 6.00 62.15 372.90
TOTAL 3201.94
(E) Add for water charges @ 1 % on (D) 8.31
TOTAL 3210.25
15%on(D+E) 125.96
Cost for 0.60 cum. 3336.21
Say 5560.35

139
4.7 Providing and fixing upto floor five level precast cement concrete solid block
including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse

Details of cost for 25 no blocks,
40x20x30cm
=25 no x 0.40m x 0.30m x 0.20m = 0.6 cum
Materials:
(A) Cement concrete 1:3:6
(Rate as per Item no. 4.1.5 ) cum 0.60 2791.05 1674.63
(B) Mortar for Fixing cement mortar 1:3 cum 0.051 3169.60 161.65
(Rate as per item no. 3.8)
(1) Mould
(i) Plate 3mm thick.
0.28 sqm. @ 23.55kg/m2 = 6.59 kg.
(ii) Flat 10x5mm Handle
2x0.25 x0.4 = @ 0.4kg/m = 0.20 kg.
= 6.79kg. or 0.068 qtl.
taking 75% credit.
= 0.068x0.75/40 = 0.001275 qtl
(Rate as per item no.10.1 S.H. steel work) kg 0.1275 42.15 5.37
1x2.0x2.0m = 4 sqm.
0.1 sqm
Rate as per item no. 11.1.2 S.H.: Flooring
work. sqm 0.10 296.20 29.62
pavement
2.00x2.00x0.025 = 0.100
= 0.0025 cum
(Rate as per item no. 16.42 (Road work) cum 0.0025 3262.05 8.16
Finishing sqm 6.00 62.15 372.90
(Rate as per item no. 13.16.1)
Extra Labour for lifting material upto floor V
level
(C) Labour
0115 Coolie day 0.68 135.25 91.97
(C) Labour for hoisting and setting in position
0123 Mason 1st class day 0.60 151.50 90.90
0114 Beldar day 3.60 135.25 486.90
TOTAL 2922.10
(D) Add for water charges @ 1 % on (B+C) 8.31
TOTAL 2930.41
15% on (B+C+D) 125.96
Cost for 0.60 cum. 3056.37
Say 5093.95

140
4.8 Providing and fixing upto floor five level precast cement concrete hollow block
including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse

Details of cost for one block of overall size
1m x 0.50m and 0.10m thick having 6 vertical
hollows, 40x20x30cm
finished contents = 1mx0.5mx0.1m = 0.05cum
Materials:
(A) Net qty = 0.05 [6x0.5x{2x1/2(0.05+7)}x0.074] cum 0.023 3,257.45 74.92
= 0.023cum
(Rate as per Item no. 4.1.3)
9999 (B) Centering and shuttering including T&P L.S. 26.91 1.00 26.91
charges, hire charges of steel mould, table
vibrator, rammer, bolts nuts & washers etc.
Extra for Finishing sqm 1.00 62.15 62.15
(Rate as per item no.13.16.1)
(C) Extra Labour for lifting material upto floor V
level
0115 Coolie day 0.056 135.25 7.57
(C) Labour for hoisting and setting in position
0114 Beldar day 0.30 135.25 40.57
(D) Mortar for fixing cement mortar 1:2 cum 0.002 3,864.25 7.73
(Rate as per item No. 3.7)
TOTAL 227.43
(E)) Add for water charges @ 1% on (B+C+D) 0.90
TOTAL 228.33
15% on (B+C+D+E)
Cost for 0.05 cum. 242.02
Say 4,840.40

4.8 Providing and fixing upto floor five level precast cement concrete hollow block
including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse
4.8.2 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Details of cost for one block of overall size
1m x 0.50m and 0.10m thick having 6 vertical
hollows, 40x20x30cm
finished contents = lmx0.5mx0.lm = 0.05cum
Materials :
(A) Net qty = 0.05 [6x0.5x{2xl/2(0.05+7)}x6.074] cum 0.023 2,791.05 64.19
= 0.023cum
(Rate as per Item no. 4.1.5 )
9999 (B) Centering and shuttering including T&P L.S. 26.91 1.00 26.91
charges, hire charges of steel mould, table
vibrator, rammer, bolts nuts & washers etc.

141
(C) Extra for Finishing sqm 1.00 62.15 62.15
(D) Extra Labour for lifting material upto floor V
level
0115 Coolie day 0.056 135.25 7.57
(D) Labour for hoisting and setting in position
0114 Beldar day 0.3 135.25 40.57
(E) Mortar for fixing cement mortar 1:2 cum 0.002 3,864.25 7.73
TOTAL 216.70
Add for water charges @ 1% on (B+D+E) 0.90
TOTAL 217.70
15% on(B+D+E+F)
Cost for 0.05 cum. 231.29
Say 4,625.80

4.9 Precasting and placing in position 125 mm dia Bollards 600 mm high of required
shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard
and M.S. Pipes 40 mm dia and 450 mm long with 150xl50x6mm M.S. plate welded at
bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand :
6 graded stone aggregate 20 mm nominal size) including necessary excavation of
size 250x250x450mm^deep for the same in bitumen/concrete pavement at specified
spacing.

Details of cost for one bollard
Materials :
p/4x0.125x0.60 = .007cum cum 0.007 3 359.60 23.52
Rate as per Item no. 5.1.3 SH : RCC )
3.14x(0.125)x0.60 = 0.24 sqm sqm 0.24 119.25 28.62
(Rate as per Item no. 5.9.1 SH : RCC)
M.S. pipes (medium class)
50 mm dia sleeve =1x0.30x5.10=1.53 kg
40 mm dia pipe =1x0.45x3.61 =1.62 kg
M.S. plate 3mm thick =(0.15x0.15)x23.55
=0.53 kg
=3.68 kg kg 3.68 42.15 155.11
(Rate as per Item no. 10.1 SH : Steel work)
Excavation
0.25x0.25x0.45 = 0.03 cum cum 0.03 103.40 3.10
(Rate as per Item no. 2.8.1 SH : Earth work)
Cement concrete 1:3:6 cum 0.03 2 791.05 83.73
(Rate as per Item no. 4.1.5 SH : Cement
concrete)
6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm sqm 0.25 62.15 15.54
(Rate as per Item no.5.23 : RCC)
9999 Carriage and fixing charges L.S. 13.00 1.00 13.00 (A)
TOTAL 322.62
TOTAL 322.75
15% on (A+B)
Cost for one bollard 324.72
Say 324.70

142
4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1
cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

Details of cost for 10 sqm
Cement concrete 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 12.5 mm
nominal size)
10x0.040 = 0.40 cum
Rate for Cement concrete 1:2:4 (1 cement: 2 cum 0.40 3 257.45 1 302.98
coarse sand : 4 graded stone aggregate 20 mm
nominal size)
(As per item no 4.1.3)
Add Dedut for diffence of cost between 20mm
Size and 12.5mm size cum 0.67 0.00 0.00
Add for delay:
0123 (A) Mason 1st class day 0.40 151.50 60.60
0124 (A) Mason 2nd class day 0.40 141.60 56.64
9999 (A) Sundries (Form work etc.) L.S. 1.95 1.00 1.95
TOTAL 1,422.17
(B) Add for water charges @ 1% on (A) 1.19
TOTAL 1,423.36
10% on (A+B)
Cost for 10 sqm 1,441.42
Cost for 1 sqm 144.14
Say 144.15

4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1
cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).

Details of cost for 10sqm.
Materials :
Cement concrete 1:2:4 = 10x0.05 = 0.50 cum cum 0.50 3,257.45 1 628.72
Add for delay :
0123 (A) Mason 1st class day 0.40 151.50 60.60
0124 (A) Mason 2nd class day 0.40 141.60 56.64
9999 (A) Sundries (Form work etc.) L.S. 13.52 1.00 13.52
TOTAL 1,759.48
(B) Add for water charges @ 1 % on ‘A’ 1.31
TOTAL 1,760.79
15% on ‘A’+’B’
Cost for 10 sqm. 1,780.60
Say 178.05

4.12 Extra for providing and mixing water proofing material in cement concrete work @
1 kg per 50 kg of cement.

Details of cost for per bag of 50kg. of cement
Materials :
1213 Approved water proofing’materials according kg 1.00 20.00 20.00
to the recommended proportions

143
9999 Carriage of water proofing material and labour L.S. 3.64 1.00 3.64
for mixing etc. 23.64
TOTAL 0.24
Add for water charges @ 1% 23.88
TOTAL 3.58
15%
Cost per bag of cement of 50kg. 27.46
Say 27.45

4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved
quality using 1.7kg per square metre on damp proof course after cleaning the surface
with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

Materials:
0309 Paving Bitumen S-90 tonne 0.017 22 500.00 382.50
0771 Kerosene oil Litre 1.23 19.00 23.37
0370 Fuel (steam coal) for heating quintal 0.035 300.00 10.50
2211 Carriage of Bitumen tonne 0.017 53.21 0.90
Labour:
0114 Cleaning surface and applying kerosene oil
Beldar Day 0.12 135.25 16.23
0115 Heating the material-Beldar Day 0.07 135.25 9.47
0131 Spreading hot tar over damp proof Day 0.20 141.60 28.32
course-Painter
9999 Sundries (Carriage of kerosene, steam coal, L.S. 33.15 1.00 33.15
brushes, T&P etc.)
TOTAL 504.44
TOTAL 509.48
Cost for 10 sqm. 585.90
Say 58.60

4.14 Extra for concrete work in superstructure above floor V level for each four floors or
part thereof.

Details of cost per cum.
Extra labour element required for lifting of
materials (0.75x2.00 = 1.50)
0115 Coolie Day 1.50 135.25 202.88
TOTAL 202.88
TOTAL 204.91
Cost for 1 cum. 235.65
Say 235.65

144
4.15 Extra for laying concrete in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete.

Details of cost for depth of water 0.30 m.
Quantity of concrete = 14 cum.
pumping hours = 3 hrs. or 0.75 day.
0011 Cost of pumping water with 3636.8 litres Day 0.375 300.00 112.50
per hour capacity pump
0114 Beldar for cleaning slush Day 4.00 135.25 541.00
TOTAL 653.50
TOTAL 660.04
15%
Cost of 14cum. per 0.30 m depth 759.05
Cost of cum. per m depth 180.73
Say 180.75

4.16 Extra for laying concrete in or under foul positions.

Extra labour due to slow progress-
0124 Mason 2nd class Day 0.02 141.60 2.83
0114 Beldar Day 0.25 135.25 33.81
0115 Coolie Day 0.15 135.25 20.29
TOTAL 59.96
TOTAL 60.56
Add for contractor’s profit and overheads 9.08
15%
Say 69.65

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick
ballast 40mm nominal size well rammed and consolidated and grouted with fine
sand including finishing the top smooth.

Detail of cost for 10 sqm
Materials
0287 Brick aggregate 40 mm size cum 0.75 360.00 270.00
2260 Carriage of brick aggregate cum 0.75 57.83 43.37
0983 Fine sand 60 cu.dm. per 10 sqm cum 0.06 320.00 19.20
Dressing the gound including cutting and
filling upto 15cm
0114 Beldar Day 0.16 135.25 21.64
0115 Coolie Day 0.11 135.25 14.88
Cement concrete 1:3:6 Qty. of cement
concrete 1:3:6 on 10 sqm. area = 0.5cum.
Materials (for C.C 1:3:6)

145
0295 Stone aggregate 20 mm nominal size cum 0.35 700.00 245.00
0297 Stone aggregate 10 mm nominal size cum 0.12 700.00 84.00
2202 Carriage of stone aggregate cum 0.47 53.21 25.01
0982 Coarse sand cum 0.23 600.00 138.00
0367 Cement tonne 0.11 4,500.00 495.00
Labour (for C.C 1:3:6)
0114 Beldar Day 1.00 135.25 135.25
0101 Bhisti Day 0.33 138.45 45.69
9999 Hire and runing charges of mechanical mixer L.S. 13.39 1.00 13.39
9999 Sundries L.S. 6.76 1.00 6.76
Labour
0 155 Mason Day 0.27 146.55 39.57
0114 Beldar Day 1.08 135.25 146.07
0115 Coolie Day 1.08 135.25 146.07
TOTAL 1,917.11
TOTAL 1,936.28
Cost of 10.00 sqm 2,226.72
Cost of 1.00 sqm 222.67
Say 222.65

4.18 Extra for addition of synthetic polyester triangular fibre of length. 12 mm effective
diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/
Flooring /water retaining structure by using 125 gms of synthetic polyester triangular
fibre for 50 kg. cement used as per directions of Engineer-in-Charge.


Details of cost for per bag of 50 kg. of cement
used in concrete
Material
8732 Synthetic Polyester triangular fibre of length Kg. 0.125 336.00 42.00
12 mm, i/c labour for mixing.
Total 42.42
Add for contractor’s profit and overheads 15% 6.36
Cost per bag of cement 48.78
Say 48.80

147

SUB HEAD : 5.0
REINFORCED CEMENT
CONCRETE

149
5.1 Providing and laying in position specified grade of reinforced cement concrete
excluding the cost of centring, shuttering, finishing and reinforcement - All work
upto plinth level:
5.1.1 1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size).

Materials:
2202 Carriage of aggregate 20mm and 10mm cum 0.85 53.21 45.23
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement (0.425 cum) tonne 0.61 4500.00 2745.00
Labour:
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 135.25 270.50
0101 Bhishti Day 0.90 138.45 124.60
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 14.30 1.00 14.30
TOTAL 4168.00
TOTAL 4209.68
Say 4841.15

upto plinth level :
5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Materials :
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement (0.2833 cum) tonne 0.40 4500.00 1800.00
Labour:
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 135.25 270.50
0101 Bhishti Day 0.9 0 138.45 124.60
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 14.30 1.00 14.30
TOTAL 3213.07
TOTAL 3245.20
Say 3732.00

150
upto plinth level :

Materials:
0982 Coarse sand cum 0.445 600.00 267.00
0367 Cement (0.2225 cum) tonne 0.32 4500.00 1440.00
Labour:
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 135.25 270.50
0101 Bhishti Day 0.90 138.45 124.60
0002 Mixer Day 0.07 400.00 28.00
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 14.30 1.00 14.30
TOTAL 2892.48
TOTAL 2921.40
Say 3359.60

5.2 Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. upto floor five level excluding cost of centring,
shuttering, finishing and reinforcement :


Details of cost for counterfost
Retaining wall 4.5m high and 6m long.
Base- 1x6x1.5x0.2 = 1.80 cum.
Heel - 1x6x0.3x0.2 = 0.36 cum.
1x6x0.3x0.3 = 0.54 cum.
Stem - 1x6x4.3x0.2 (Avg.) = 5.16 cum.
triangular counterfost
- 2x1/2x4.4x1.5x0.2 = 1.32 cum.
= 9.18 cum.
Materials:
0295 Stone aggregate 20mm cum 5.8752 700.00 4 112.64
2202 Carriage of aggregate 20mm and 10mm cum 7.803 53.21 415.20
0982 Coarse sand cum 3.9015 600.00 2340.90
0367 Cement (0.425/ cum) tonne 5.5998 4500.00 25199.10
Labour:
0114 Beldar Day 11.29 135.25 1526.97

151

0115 Coolie Day 7.53 135.25 1 018.43
0101 Bhishti Day 8.26 138.45 1 143.60
0002 Mixer Day 0.64 400.00 256.00
0012 Vibrator Day 0.64 200.00 128.00
9999 Sundries L.S. 131.82 1.00 131.82
9999 Scaffolding L.S. 420.03 1.00 420.03
0115 Extra labour for lifting of material upto floor Day 17.20 135.25 2326.30
V level: Coolie (0.75x9.18x2.5)
TOTAL 41110.51
TOTAL 41521.62
Add for contractor’s profit and overheads @1 6 228.24
15%
Cost for 9.18 cum. 47749.86
Say 5 201.50

shuttering, finishing and reinforcement:
5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)


Details of cost for 9.18 cum.
Materials :
0295 20mm stone aggregate cum 5.2326 700.00 3 662.82
0297 10mm stone aggregate cum 2.5704 700.00 1 799.28
0982 Coarse sand cum 3.9015 600.00 2340.90
0367 Cement (0.2833 cum) tonne 3.672 4500.00 16 524.00
Labour:
0114 Beldar Day 11.29 135.25 1 526.97
0115 Coolie Day 7.53 135.25 1 018.43
0101 Bhishti Day 8.26 138.45 1 143.60
0002 Mixer Day 0.64 400.00 256.00
0012 Vibrator Day 0.64 200.00 128.00
9999 Sundries L.S. 131.82 1.00 131.82
9999 Scaffolding L.S. 420.03 1.00 420.03
TOTAL 32 344.25
TOTAL 32 667.69
Add for contractor’s profit and 4900.15
overheads @ 15 %
Cost for 9.18 cum. 37 567.84
Say 4092.35

152
shuttering, finishing and reinforcement:
5.2.3 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Materials :
0982 Coarse sand cum 4.0851 600.00 2 451.06
0367 Cement (0.02225/cum) tonne 2.9376 4500.00 13 219.20
Labour:
0114 Beldar Day 11.29 135.25 1526.97
0115 Coolie Day 7.53 135.25 1 018.43
0101 Bhishti Day 8.26 138.45 1 143.60
0123 Mason 1 st class Day 0.92 151.50 139.38
0002 Mixer Day 0.64 400.00 256.00
0012 Vibrator Day 0.64 200.00 128.00
9999 Sundries L.S. 131.82 1.00 131.82
9999 Scaffolding L.S. 420.03 1.00 420.03
TOTAL 29 401.23
TOTAL 29 695.24
15%
Cost for 9.18 cum. 34 149.53
Cost for 1 cum. 3 719.99
Say 3720.00

5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope
upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases upto floor five level excluding the cost of centring,
shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).

Materials:
0982 Coarse sand cum 0.445 600.00 267.00
0367 Cement (0.02225/ cum) tonne 0.32 4500.00 1440.00
Labour:
0155 Mason Day 0.24 146.55 35.17
0114 Beldar Day 2.75 135.25 371.94

153

0101 Bhishti Day 0.90 138.45 124.60
0002 Mixer Day 0.08 400.00 32.00
0012 Vibrator Day 0.08 200.00 16.00
9999 Sundries L.S. 14.30 1.00 14.30
Extra labour for lifting material upto floor V
level:
0115 Coolie (1.5x0.75) Day 1.13 135.25 152.83
TOTAL 3163.01
TOTAL 3194.64
Add for contractor’s- profit and overheads @ 479.20
15%
Say 3673.85

5.4 Providing and laying upto floor five level reinforced cement concrete in kerbs, steps
and the like excluding the cost of centring, shuttering, finishing and reinforcement
with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size).

(A) Materials: Cement concrete 1:2:4 (Rate as cum 1.00 3257.45 3257.45
per item no 4.4.1)
Labour:
Extra labour for laying CC in RCC work :
0114 (B) Beldar Day 0.10 135.25 13.52
0101 (B) Bhishti Day 0.20 138.45 27.69
0123 (B) Mason 1st class Day 0.04 151.50 6.06
0124 (B) Mason 2nd class Day 0.04 141.60 5.66
0128 (B) Mate Day 0.04 138.45 5.54
0115 (B) Extra labour for lifting material upto floor V Day 1.13 135.25 152.83
level: Coolie (1.5x0.75)
TOTAL 3468.75
(C) Add 1 % for water charges on (B) 2.11
TOTAL 3470.86
15% on (B+C)
Say 3502.85

5.5 Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded
plate and roofs having slope more than 15° upto floor five level excluding the cost
of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse
sand: 4 graded stone aggregate 20 mm nominal size).

Details of Cost for semicircular arch 6m clear
span and 9m long and 30cm thick.
= 1x0.50x3.14x6.30x9.00x0.30 = 26.73cum.
Material

154

0982 Coarse sand cum 11.8948 600.00 7136.88
0367 Cement (0.02225/ cum) tonne 8.5536 4500.00 38491.20
Labour:
0155 Mason Day 6.42 146.55 940.85
0114 Beldar Day 73.51 135.25 9942.23
0101 Bhishti Day 24.06 138.45 3331.11
0002 Mixer Day 2.14 400.00 856.00
0012 Vibrator Day 2.14 200.00 428.00
9999 Sundries LS. 401.89 1.00 401.89
Extra for laying CC over curved surfaces
0101 Bhishti Day 1.50 138.45 207.68
0115 Coolie Day 4.50 135.25 608.62
Extra labour for lifting material upto floor V Day 30.07 135.25 4066.97
level: Coolie (1.50x0.75x26.73)
TOTAL 86832.99
TOTAL 87701.32
Add for contractor’s profit and overheads @ 15% 13155.20

Cost for 26.73 cum. 100856.52
Say 3773.15

5.6 Reinforced cement concrete work in chimneys, shafts, upto floor five level excluding
the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).

Materials :
R.C.C. 1:2:4 in.chimneys & shafts
(A) Rate as per item no. 5.2.3 cum 1.00 3720.00 3720.00
Extra labour involved for lifting materials :
0115 (B) Coolie Day 0.26 135.25 35.16
TOTAL 3 755.16
(C) Add 1% for water charges on B 0.35
TOTAL 3 755.51
Add 15%for contractor’s profit and overheads @ 5.33
on B+C
Say 3 760.85

5.7 Reinforced cement concrete work in well-steining excluding the cost of centring,
shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).

Materials:
R.C.C. 1:2:4 in well steining
Rate as per item no 4.1.3 cum 1.00 3257.45 3257.45

155

Labour.
Extra labour involved :
0115 (B) Coolie Day 0.08 135.25 10.82
TOTAL 3268.27
(C) Add 1% for water charges on B 0.11
TOTAL 3 268.38
on B+C
Say 3 270.00

5.8 Reinforced cement concrete work in vertical and horizontal fins individually or
forming box louvers, facias and eaves boards upto floor five level excluding the
cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5
coarse sand : 3 graded stone aggregate 20mm nominal size).
Details of cost for 4 RCC Vertical fins 4m
high and lm center with 2 horizontal fins, all
projecting 60cm from face of wall and 5cm
thick = 0.66 cum.
Cement Concrete 1:1.5.3
4x4x0.60x0.05 = 0.48 cum
2x3x0.06x0.05 = 0.18 cum
Total = 0.66 cum.
Materials:
0 297 Stone aggregate 10mm cum 0.1848 700.00 129.36
0982 Coarse sand cum 0.2805 600.00 168.30
0367 Cement (0.2833 cum) tonne 0.264 4500.00 1188.00
Labour:
0114 Beldar Day 0.79 135.25 106.85
0115 Coolie Day 0.56 135.25 75.74
0101 Bhishti Day 0.6 138.45 83.07
9999 Scafolding L.S. 30.16 1.00 30.16
9999 Sundries L.S. 9.49 1.00 9.49
0002 Mixer Day 0.05 400.00 20.00
0012 Vibrator Day 0.05 200.00 10.00
0115 Extra for lifting materials upto floor five level Day 0.18 135.25 24.34
: Coolie
Extra for restricted working in fins
0114 Beldar Day 0.10 135.25 13.52
0101 Bhishti Day 0.15 138.45 20.77
TOTAL 2 232.45
TOTAL 2 254.77
15%
Cost for 0.66 cum. 2 592.99
Say 3 928.75

156

5.9 Centring and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

2.7mx2.7mx 1.00m
Materials:–
@ 25% of cost
= 0.34
= 0.085
7327 100mm channel shoulders 2.5m long each 0.17 1000.00 170.00
= 0.17
= 0.34
7329 Single clip each 0.17 60.00 10.20
= 0.17
7330 MS tube 40mm - 4x2.7m = 10.8m metre 0.2295 225.00 51.64
10.8x0.85/40 = 0.2295
9999 Assembly nuts & bolts L.S. 22.10 1.00 22.10
1040x0.85/40 = 8.50
9999 Carriage L.S. 78.00 1.00 78.00
Labour:
0 116 Fitter Grade-I Day 0.75 151.50 113.62
0 114 Beldar Day 1.50 135.25 202.88
9999 Shuttering oil L.S. 52.00 1.00 52.00
9999 Sundries L.S. 26.00 1.00 26.00
TOTAL 1108.94
TOTAL 1120.03
Cost for 10.8 sqm. 1288.03
Say 119.25

157

5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string
courses etc.
Details for 7.9m long and 1,00m high wall
Area of contact 2x7.9x1.0 = 15.8 sqm.
Materials :
@ 25% of cost
7319 Wall form Panel (1.25x0.5) 2x3x2x2 = 24Nos. each 0.51 980.00 499.80

= 0.51
7327 100mm channel shoulder 2.5m long, 4x2 = 8 each 0.17 1 000.00 170.00
= 0.17
7328 Bridge clip 2x6x2 = 24 each 0.51 75.00 38.25
= 0.51
= 0.255
= 0.68
9999 Nut & Bolts L.S. 27.62 1.00 27.62
1300x0.85/40 = 27.62
9999 Carriage L.S. 78.00 1.00 78.00
Labour:
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries L.S. 52.00 1.00 52.00
TOTAL 2453.72
TOTAL 2 478.26
Cost for 15.8 sqm. 2 850.00
Say 180.40

158
5.9 Centring and shuttering including strutting, propping etc. and removal of form for:
5.9.3 Suspended floors, roofs, landings, balconies and access platform.

Detail of cost for a room
4.50x3 = 13.50 sqm, height 3.5 m
Materials :
@ 25% of cost
1. Plates (size 0.75x0.60)
Angle 40x40x5mm
2x0.75= 1.50 m
2x0.60= 1.20 m
= 2.70 m @ 3.00 kg/m = 8.10 kg
sheet 1.6 mm thick
0.75x0.60 = 0.45 sqm
0.45 sqm @ 12.55kg/sqm = 5.65kg
Weight of one plate = 13.75kg
Add for wastage @ 5% = 0.69 kg
Total = 14.44kg
Total weight of all plates = 5x6x14.44 =
433.20 kg.
Qty taken for cost using once = 433.2x0.85/40
= 9.2055 kg.
(X) Rate as per item no 10.1 kg 9.2055 42.15 388.01
7342 2. Adjustable span- ESOSI (2.35-3.40m) each 0.1063 1 600.00 170.08
Qty taken for cost using once = 5x0.85/40 =
0.1063
7343 3. Adjustable telescopi prop 3m(2.02-3.75m) each 0.1275 1 000.00 127.50
0.1275
9999 4. Assembly nut & bolts etc. L.S. 22.10 1.00 22.10
22.10
9999- Carriage L.S. 130.00 1.00 130.00
Labour:
0116 Fitter grade-I Day 3.00 151.50 454.50
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries, paper tape etc L.S. 50.02 1.00 50.02
TOTAL 2231.71
Add 1% for water charges except on ‘X’ 18.44
TOTAL 2250.15
15% except on ‘X’
Cost for 13.50 sqm. 2529.47
Say 187.35

159
5.9.4 Shelves (Cast in situ)
4.50x3 =13.50 sqm, height 3.5 m
Materials:
@ 25% of cost
1. Plates (size 0.75 x 0.60)
Angle 40x40x5mm
2x0.75= 1.50 m
2x0.60 = 1.20 m
= 2.70 m @ 3.00 kg/m = 8.1 kg
sheet 1.6 mm thick
0.75x0.60 = 0.45 sqm
0.45 sqm @ 12.55kg/sqm = 5.65kg
Weight of one plate = 13.75kg
Total = 14.44kg
Total weight of all plates = 5x6x14.44 =
433.20 kg.
Qty taken for cost using once = 433.2x0.85/40
= 9.2055 kg.
(X) Rate as per item no the 10.1 kg 9.2055 42.15 388.01
0.1063 “
7343 3. Adjustable telescopi prop 3m(2.02-3.75m) each 0.1275 1 000.00 127.50
0.1275
22.10
9999 Carriage L.S. 130.00 1.00 130.00
Labour:
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries,paper tape etc L.S. 50.02 1.00 50.02
‘TOTAL 2231.71
TOTAL 2250.15
Cost for 13.50 sqm. 2529.47
Say 187.35

160
5.9 Centring and shuttering including strutting, propping etc. and remova of form for:
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Consider a beam of 6 m clear span, 0.50 m
deep 0.30 m wide and height 3.5 m from floor
Cubical contents
6.60x0.5x0.3 = 0.99 cum “”
1x1.30x6.00 = 7.80 sqm “
Materials :
material
1. Steel plates for side and bottom (plate size
1.20 x 0.50m)
Angle 40x40x5mm
2x1.20 = 2.40 m ^
3x0.50= 1.50 m
Total 3.90 m @ 3.00 kg/m = 11.70 kg
sheet 1.6 mm thick
1.20m x 0.50 m= 0.60 sqm.
0.60 sqm @ 12.55 kg/sqm. = 7.53 kg.””
Weight of one plate = 19.23 kg. -””
Add for wastage 5% 0.96 kg.
Total =20.19 Kg.
Total weight of all plates
3x5x20.19 = 302.85 kg or 3.03 q’
302.85 x 85/40 = 6.4356 kg.
(X) Rate as per item no 10.1 kg 6.4356 42.15 271.26
7343 (ii) Props 3m (adjustable telescopic 2.02 - each 0.1275 1 000.00 127.50
3.75m)
0.1275 m
7344 (iii) Beam clamp 300-380 mm(450-1070mm) each 0.1063 375.00 39.86
Qty taken for cost of using once = 5/0.85/40 = set
0.1063 m
9999 (iv) Assembly nut & bolts etc. L.S. 22.10 1.00 22.10
1040x0.85/40 = 22.10
9999 Carriage L.S. 78.00 1.00 78.00
Labour:
0114 Beldar Day 2.50 135.25 338.12
9999 Sundries, paper tape etc. L.S. 24.61 1.00 24.61
TOTAL 1129.83
TOTAL 1138.42
15% except on ‘X’ 1268.49
Cost for 7.80 sqm. 162.63
Say

161
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.

Detail of cost for
Size of column 450x450mm and 2.5m high
Area of contact = 4x0.45x2.5 = 4.5 sqm.
material
7331 Wall form panel (1250x450) x each 0.17 900.00 153.00
0.17
7332 Corner angle 2.5m long each 0.085 275.00 23.38
0.085
7333 Column clamp (450-1070mm) each 0.1063 1100.00 116.93
0.1063
7334 Prop. 2m(2.0-3.5m) each 0.085 750.00 63.75
0.085
9999 Assembly nut & bolt L.S. 27.62 1.00 27.62
1300x0.85/40 = 27.62
9999 Carriage L.S. 52.00 1.00 52.00
Labour
0 116 Fitter Grade-I Day 1.00 151.50 151.50
0114 Beldar Day 2.00 135.25 270.50
9999 Carriage L.S. 26.00 1.00 26.00
TOTAL 923.68
TOTAL 932.92
15%
Say 238.40

5.9 Centring and shuttering including strutting, propping etc and removal or form tor:
5.9.7 Stairs, (excluding landings) except spiral-staircases.

Details of cost for 5.79 sqm.
Details of staircase, 3.40m clear span
including lm landing.
Material:
(i) Cost of plank 38mm (2nd class kail wood)
Waist 2.69x1.30 = 3.50sqm.
Side shuttering of steps and side of
waist-Steps
= 8x1.30x1.15= 1.56 sqm.

162

Face of landing
1x1.30x0.15 = 0.20 sqm.
Side of waist
2.69x0.13 =0.35 sqm.
Side of steps-
8x0.50x0.30x0.15 = 0.18sqm.
Total = 5.79 sqm.
Wastage 5% = 0.29sqm.
Total = 6.08 sq.
Cubical content-
6.08x0.038 = 0.231 cum = 231 dm3
1198 Qty taken for cost using once = 231/8= 28.875 10 cudm 28.875 178.00 513.98
dm3
(ii) Batten 100mm x 75mm
(2nd class kail wood in scantling)
4x1.30x0.100x0.075=0.039 cum = 39 dm3
1197 Qty taken for cost using once = 39/8 = 4.875 10 cudm 4.875 160.00 78.00
dm3
(iii) Safeda Bailies 125mm dia.
2x4x0.80 = 6.40m
0302 Qty taken for cost using once = 6.4/8 = 0.8 m metre 0.80 29.00 23.20
Carriage of timber-
Planks = 0.231 cum.
Battens = 0.039 cum.
Bailies 6.4x3.142/4x(0.125)2 = 0.079cum.
Total =0.349 cum.
2204 Qty taken for cost using once = 0.349/8 = cum 0.04363 60.81 2.65
0.04363 cum
Labour:
For assembling, erection, dismantling and
cleaning
0112 Carpenter 2nd class Day 1.75 141.60 247.80
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries L.S. 16.12 1.00 16.12
TOTAL 1017.00
TOTAL 1027.17
Cost of 5.79 sqm. 1181.25
Say 204.00

5.9.8 Spiral staircases (including landing).
Detail of cost for 6.28 sqm (For 10 steps)
Treads
10x0.70x0.20(av.) = 1.40 sqm sqm 1.40 162.65 227.71
(Rate as per item no 5.9.5)
Riser
2x 10x0.70x0.23 = 3.22 sqm sqm 3.22 180.40 580.89
(Rate as per item no 5.9.2)
Newal Post (Column)
10x3.14x0.232 = 1.66 sqm
(Rate as per item no 5.9.7) sqm 1.66 204.00 338.64
Cost of 6.28 sqm 1147.24
Cost of 1 sqm 182.68
Say 182.70

163
5.9.9 Arches, domes, vaults upto 6 m span

Details of cost for a semicircular arch 3.6m
clear span and 3.6m long.
Area of centering = 22x1.8x3.6=20.37sqm.
Material:
Frame work in 2nd class kail wood
Tie-1x3.6x0.15x0.20 = 0.108cum.
Struts-3xl.8x0.10x0.10 =0.054cum
Struts-2x2.55x0.10x0.10=0.051 cum.
Ribs-4xl.38x.075x0.075=0.031cum.
Total = 0.244 cum.
Quantity for 7 such frames
7x0.244 =1.708cum.
Strips 5cmx2.5cm = 7.5cm
center to center
5.66/0.075x0.05x0.025x3.6 = 0.342cum.
Total = 2.050 cum = 2050 cudm
1197 Qty taken for cost using once = 2050/8 = 10 cudm 256.25 160.00 4100.00
256.25 cudm
Safeda Balli supports 12.5cm dia
7x4x3.6= 100.8m
0302 Qty taken for cost using once = 100.8/8 = 12.6 metre 12.60 29.00 365.40
in G.I. Plain sheet 20.37 sqm = 116kg. Or 1.16
quintal
0992 Qty taken for cost using once =1.16/8 = 0.145 quintal 0.145 3450.00 500.25
qtl
Carriage-
Kail wood = 2.05cum.
Bailies- 100.8x(. 125)2/4x3.142 = 1.24cum.
Total = 3.29 cum.-
0.4112 cum
G.I. Sheet = 0.116 t
2302 Qty taken for cost using once = 0.116/8 = tonne 0.0145 47.29 0.69
0.0145 t
Labour:
0 112 Carpenter Ilnd class Day 16.00 141.60 2 265.60
0114 Beldar Day 13.00 135.25 1758.25
9999 Sundries L.S. 11.70 1.00 11.70
TOTAL 9026.90
TOTAL 9117.17
Add 15%for contractor’s profit and overheads 1367.58

Cost of 20.37sqm. 10 484.75
Say 514.70

164
5.9 Centring and shuttering including strutting, propping etc. and removal of form for
5.9.10 Extra for arches, domes, vaults exceeding 6 m span

Details of cost per sqm.
Centering and shuttering for arches and carved
surface exceeding 6m in span (an average of
8m)
Radius R = 5m 2R-2=4+4
tan-1 ( 4 ) = 53.28°
3
“2x53.2o= 106°
Surface area
=2x22/7x5x3.6x106/360=33.3lsqm.
Arc=9.25m
Material:
Tie-2x8xO. 18x0.05 =0.144cum
Struts-2x2.5x0.1x0.1 =0.050cum.
Struts-2xl .77x0.1 xO. 1 =0.035cum.
Ribs-6x 1.54x0.23x0.1 =0.213cum.
Struts-2x 1.72x0.1 xO. 1 =0.034cum.
Total=0.476cum.
For four such frames
=0.476x4= 1.904 cum.
laggings-75x3.6x0.125x0.075=2.531cum.
Tie-2x3.6xO.225xO.O38=O.O62cum.
Brace-3x2x2.14x0.225x0.038=0.110cum
Brace-3x4x3.8x0.225x0.038=0.390 cum
Sleepers-4x3.6x0.20x0.15=0.432 cum
Sleepers-2x4x3.6xO. 175x0.075=0.378
Vertical post-4x4x-3.6x0.15x0.15=1.296 “
Total =7.103cum. or 7103 cudm
1197 Qty taken l/8th of qty for cost using once = 10cudm 887.90 160.00 14206.40
7.103/8 = cum = 887.9 Cudm
2204 Carriage of wood cum 0.8879 60.81 53.99
Fittings:
3 way straps 50mmxl 0mm = 32 Nos.
32 no. @0.50cm each = 16m
Straps-50mmxl0mm = 8 Nos. @0.25cm each
= 2m
= 18m
1225 18m, wt @ 3.9kg/m = 70.2 kg. = 0.702q quintal 0.0878 2900.00 254.62
Qty taken l/8th of qty for cost using once =
0.702/8 = 0.08775
1034 Bolts 160 Nos. 254 mm long 16mm dia.- quintal 0.08 4300.00 344.00
160x.254x 1.58=64.21 kg=0.64q. s
0.64/8 = 0.08
2302 Carriage of steel = 0.1342t tonne 0.0168 47.29 0.79
0.1342/8 = 0.01677 cum
Labour:
0114 Beldar Day 24.00 135.25 3246.00
9999 Sundries L.S. 134.55 1.00 134.55
Less Cost of shuttering etc. for an arch
exceeding 6 m span i.e. for an average of 8 m
span

165

(A) Rate as per item no 5.9.9 sqm 33.31 514.70 (-)17144.66
TOTAL 5060.49
Add 1% for water charges on all exept ‘A’ 222.05
TOTAL 5282.54
on all exept ‘A’
cost of 33.31 sgm. 8646.62
cost per sgm of soffit area 259.58
Say 259.60

5.9.11 Chimneys and shafts

Details for 7.9m long and 1.00m high wall
Area of contact 2x7.9x1.0 = 15.8 sqm.
Materials :
@ 25% of cost
7319 Wall form Panel (1.25x0.5) 2x3x2x2 = 24 Nos. each 0.51 980.00 499.80
= 0.51
7327 100 mm channel shoulder 2.5m long, 4x2 = 8 each 0.17 1000.00 170.00
Qty taken for cost of using once = 8x0.85/40=
= 0.17
7328 Bridge clip 2x6x2 = 24 each 0.51 75.00 38.25
= 0.51
= 0.255
= 0.68

9999 Nut & Bolts L.S. 27.63 1.00 27.63
1300x0.85/40= 27.63
9999 Carriage L.S. 78.00 1.00 78.00
Labour:
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries L.S. 52.00 1.00 52.00
TOTAL 2453.73
TOTAL 2478.27
Cost for 15.8 sqm. 2850.01
Say 180.40

166
5.9.12. Well steining
Details of cost 26.39 sqm.
Surface area
Outside area =22/7x4.40x1.00 - 13.82sqm.
= 26.39 sqm. “
Assuming that the timber will become
unserviceable after being used 8 times
Planks 38 mm (Second class kail wood)
26.39x0.038= 1.00cum.
Wastage 20% = 0.20cum.
= 1.20cum. or 1200 cudm.
1198 Qty for cost using once = 1200/8= 10 cudm 150 178.00 2,670.00
150 Cudm
2nd class kail wood battens
Inside = 2x25x0.50x0.075x0.038 =
0.0712cum.
Outside = 2x28x0.50x0.075x0.038 =
0.0798cum.
= 0.1510cum.
Wastage 5% = 0.0076 cum.
= 0.1586cum. or 158.60 cudm
1197 Qty for cost using once = 0.1586/8 10 cudm 0.0198 160.00 0.32
= 0.0198 cudm
Safeda bailies 125mm dia.
Inside: 25x1.00 = 25.00m
Outside: 28x1.00 = 28.00m
= 53.00m
0302 Qty for cost using once = 53/8 = metre 6.625 29.00 192.13
6.625 m
TOTAL 2,862.45
Add for carriage, labour for erection and
dismantling etc. @ l/6th of the cost of
material 477.08
Total 3,339.53
TOTAL 3,372.93
Cost for 26.39sqm. 3,878.87
Say 147.00

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and
eaves boards.

Details of cost for fins 4 vertical fins 4 metre
high and at 1 metre centres, with two

167

horizontal fins all projecting 60cm from face
of wall and 5 cm thick-
i.e.4x4x1.215+2x3x0.65=23.90 sqm
Materials :
(i) Planks 2nd class kail wood 38mm
thick-
4x4x1.25=20.00
23x0.65 =3.90
= 23.90
Wastage @ 5% = 1.20
= 25.10sqm.
25.10x0.038=.954 cum or 954 cudm
1198 Qty for cost using once = 954/8 = 119.25 cudm 10 cudm 119.25 178.00 2122.65
(ii) Battens (2nd class kail wood)-
4x2x5x0.60x0.075x0.050=0.090
3x2x5x1.00x0.075x0.050=0.112
2x6x0.60x0.075x0.100=0.054
= 0.256 Cum.
Wastage® 5% =0.013 cum
= 0.269 cum= 269 cudm
1197 Qty for cost using once = 269/8 = 33.625 cudm 10 cudm 33.625 160.00 538.00
(iii) Safeda Bailies 125mm dia-
2x2x6x4.00 =96m
Wastage @5% = 4.8m
= 100.8 m
0302 Qty for cost using once = 100.8/8 = 12.6 m meter 12.60 29.00 365.40
(iv) Carriage timber-
Planks = 0.954
Battens = 0.269
Bailies 100.8x(.125)2/4x3.142=1.238cum.
= 2.461 cum
2204 Qty for cost using once = 2.461/8 = 0.3076 cum cum 0.3076 60.81 18.71
Labour:
For assembling, erection, dismantling and
cleaning
0114 Beldar Day 11.00 35.25 1487.75
9999 Sundries L.S. 80.73 1.00 80.73
TOTAL 6170.84
TOTAL 6232.55
Cost for 25.10 sqm. 7167.43
Say 285.55

5.9.14 Extra for shuttering in circular work sqm 20% of respective centring & shotting

168

5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates, anchor blocks and the like.

2.7mx2.7mxl.00m
@ 25% of cost
= 0.34
0.085
7327 100mm channel shoulders 2.5m long each 0.17 1000.00 170.00
0.17
= 0.34
7329 Single clip each 0.17 60.00 10.20
0.17
7330 MS tube 40mm - 4x2.7m = 10.8m metrer 0.2295 225.00 51.64
10.8x0.85/40 =0.2295
9999 Assembly nuts & bolts L.S. 22.10 1.00 22.10
1040x0.85/40 = 22.10
9999 Carriage L.S. 78.00 1.00 78.00
Labour:
0114 Beldar Day 1.50 135.25 202.88
9999 Sundries L.S. 26.00 1.00 26.00
TOTAL 1108.94
TOTAL 1120.03
Cost for 10.8 sqm. 1288.03
Say 119.25

169
5.9.16 Edges of slabs and breaks in floors and walls.
5.9.16.1 Under 20 cm wide

Under 20cms wide
Consider a 3mx3m slab 15cms thick
12m edge Length
unserviceable after being used 8 times.
(i) Planks 30mm thick (2nd class Kail wood or
equivalent local soft wood)
4x3x0.15x0.030=0.054cum
1198 Wastage @5% = 0.003 cum. 10 cudm 7.125 178.00 126.82
Total = 0.057 cum 57 cudm
7.125 cudm
(ii) Battens 75mmxl00mm (2nd class Kail
wood)
Horizontal 2x4x0.075x0.1x0.5=0.030
Horizontal 2x4x0.075x0.1 x 1.5=0.090
(iii) Vertical battens
16x0.15x0.075x0.030M=O.0054
(iv) Struts
16x0.25x0.075x0.075=0.0225
Total = 0.1479"’
Wastage @5% =0.0074
Total = 0.1553 cum’= 155 cudm
1197 Qty taken for cost ef using once = 155/8 = 10 cudm 19.375 160.00 310.00
19.375 cudm
Carriage of timber
Planks = 0.057 cum.
Total = 0.212 cum.
2204 Qty taken for cost of using once = 0.212/8 = cum 0.0265 60.81 1.61
0.0265 cum
Labour:
For assembling erection dismantling &
cleaning.
0114 Mazdoor (Male) Day 0.54 135.25 73.04
9999 Sundries L.S. 5.20 1.00 5.20
TOTAL 631.37
TOTAL 637.68
Cost of 12 metres 733.33
Cost of one meter 61.11
Say 61.10

170
5.9.16 Edges of slabs and breaks in floors and walls.
5.9.16.2 Above 20 cm wide

Above 20cm wide
Consider a 4mx4xslab 25cms thick 16 metre
edge length
Materials :
(i) Planks 38mm thick
4x4x0.25x0.038 = 0.152
Wastage @ 5% = 0.008
Total = 0.160 cum. = 160 cudm
1198 Qty taken for cost of using once = 160/8 = 20 cudm 10 cudm 20 178.00 356.00
(ii) Battens
6x2x0.60x0.075x0.100=0.054
5x2x1.5x0.075x0.100=0.113
Total =0.167
Wastage @ 5% = 0.008
Total =0.175 cum. = 175 cudm
1197 Qty taken for cost of using once = 175/8 = 10 cudm 21.88 160.00 350.08
21.88 cudm
Carriage of timber
Planks = 0.16 cum.
Total = 0.335 cum.
2204 Qty taken for cost of using once = 0.335/8 = cum 0.0419 60.81 2.55
0.0419 cum
Labour-
For assembling erection dismantling &
cleaning.
0114 Mazdoor (Male) Day 0.75 135.25 101.44
9999 Sundries L.S. 6.50 1.00 6.50
TOTAL 958.17
TOTAL 967.75
Cost of 4 sqm. 1 112.91
Say 278.25

5.9.17 Cornices and mouldings

Details of cost for 10m long moulding 10cm
projection,
20cm depth and 40cm girth
Area in contact 10x0.40 = 4.00 sqm.
(I) Planking 30mm thick = 4sqm.
Extra & Wastage 20% = 0.8 sqm.
Total = 4.8 sqm.
4.8x0.038 = 0.182 cum = 182 cudm’

171

cudm
(ii) Battens-Joining to Planking
1x10x0.1x0.075 = 0.075 cum.
From bottom shuttering
10xl.5x0.lx0.075 = 0.113 cum.
Wales
10x0.4mx0.1x0.075 = 0.030 cum.
cudm
(iii) Bailies 125 mm dia.
Slant 10x0.3 =3.00 m
ver. 6x3.5 = 21.00m
Total = 24.00 m
Wastage @ 5% = 1.20 m
Total = 25.20 m
2447 Qty taken for cost using once = 25.2/8 = 3.15M metre 3.15 27.00 85.05
Carriage:
Planking = 0.188 cum.
Battens & Wales = 0.218 cum.
Bailies
25.2x22/7x(0.125)2/4 = 0.310 cum.
Total = 0.710 cum.
2204 Qty taken for cost using once = 0.71/8= cum 0.0888 60.81 5.40
0.0888 cum
Labour for assembling, erection, dismantling
& cleaning
0114 Mazdoor (Male) Day 0.63 135.25 85.21
9999 Sundries L.S. 6.50 1.00 6.50
TOTAL 1 112.32
TOTAL 1 123.44
Cost of 4 sqm. 1 291.96
Say 323.00

5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and
bases to pilasters and columns and the like.

Details of cost for a bracket
1.20m projected
Front area 0.50x0.60m
End area 0.50x0.75m
Area in contact with concrete
2x{(0.60+0.75)/2x1.2}= 1.62 M2
Front 0.5x0.6 = 0.30 sqm.
Bottom 0.5x1.21 = 0.605 sqm.
Total = 2.525 sqm.
Materials:

172

Timber Ilnd class kail wood or equivalent
local soft wood
(I) Plank 30mm thick.
Sides 2{(0.60"0.75)/2xl.238} = 1.6713 sqm
Battens 0.576x1.21 =0.697
Front 0.5x0.638 =0.319
Total = 2.687 sqm.
Cubical contents
2.687x0.038 =0.102 cum.
Wastage @ 5% = 0.005 cum.
Total =0.107 cum.
1198 Qty taken for cost using once = 107/8 = 10 cudm 13.375 178.00 238.08
13.375 cudm
(ii) Battens-0.05x0.05
2x1.238 = 2.476m
2x1.21 = 2.42m
2x0.688 = 1.376m
2x0.838 = 1.676m
3x0.5 = 1.50m
Total = 9.448m
Cubical contents
9.448x0.05x0.05 = 0.024 cum
Wastage 5% = 0.0012 cum.
Total = 0.0252 cum = 25.2 cudm
1197 Qty taken for cost using once = 25.2/8 = 3.15 cudm 10 cudm 3.15 160.00 50.40
(iii) Bailies 125mm dia.
1x2.5 = 2.50m
1x2.65 = 2.65m
Total = 5.15 m
Wastage 5% = 0.26m
Total =5.41 m
2447 Qty taken for cost using once = 5.41/8= metre 0.6763 27.00 18.26
0.6763 m
Carriage:
Planks =0.107 cum.
Battens = 0.0252 cum
Bailies
5.41x22/7x(0.125)2/4 = 0.066 cum
Total = 0.198 cum
2204 Qty taken for cost using once = 0.198/8 cum 0.0248 60.81 1.51
0.0248 cudm
& cleaning
0114 Mazdoor (Male) Day 0.8 135.25 108.20
9999 Sundries L.S. 7.15 1.00 7.15
TOTAL 536.88
TOTAL 542.25
Cost of 2.525 sqm. 623.59
Say 246.95

173
5.9.19 Weather shade, Chajjas, corbels etc., including edges.

Consider a weather shade over a window of
size
1.5mxl.2m
Size of weather shade 1.80x0.45m
Thickness at front = 0.05m
Thickness at fixed edge = 0.07m
Area in contact with concrete Bottom
1x0.45x1.80 = 0.810
1x0.05x1.80 = 0.094
2x0.45x0.06 = 0.027
Total = 0.954 sqm.
Materials :
Ilnd class kail wood
(i) Planking 38mm thick.
Bottom 1x1.876x0.488 = 0.915 sqm.
1x1.876x0.05 =0.94 sqm.
2x0.45x0.06 = 0.027 sqm.
Total =1.036 sqm.
Add 5% wastage = 0.052 sqm.
Total = 1.088 sqm.
Cubic contains
1.088x0.038 =0.041 cum = 41 cudm
cudm
(ii) Battens-
2x0.60x0.075x0.10 = 0.009
Ends with bearing center
1x0.45x0.075x0.10 = 0.003
1197 Qty taken for cost using once =12/8=1.50 10 cudm 1.50 160.00 24.00
cudm
(iii) Bailies 125mm dia.
2x2.1 =4.2m
Wastage 5% = 0.21m
Total = 4.41 m
2447 Qty taken for cost using once = 4.41/8 = metre 0.5513 27.00 14.89
0.5513 m
Carriage:
Plank = 0.041 cum.
Bailies
4.41x22/7x(0.125)2/4 = 0.054 cum.
Total = 0.107 cum
0.01338 cum
& cleaning
0 112 Carpenter II class Day 0.30 141.60 42.48
0114 Mazdoor (Male) Day 0.25 135.25 33.81
9999 Sundries L.S 5.20 1.00 5.20
TOTAL 212.41

174
TOTAL 214.53
Cost for 0.954 sqm. 246.71
Say 258.60

5.9.20 Suspended floors, roofs, landings, balconies and access platform, with water proof
ply 12mm thick.

4.50x3 = 13.50 sqm, height 3.5 m
Materials:
@ 25% of cost
1. Plates (size 0.75x0.60)
Angle 40x40x5mm
2x0.75= 1.50 m
2x0.60= 1.20 m
= 2.70m@3.00kg/m = 8.I kg
Weight of one plate =8.1 Okg
Total = 8.51kg
Total weight of all plates = 5x6x8.51 = 255.30 kg
Qty taken for cost using once.= 255.30x0.85/8
= 27.13kg
(X) Rate as per item no 10.1 kg 27.13 42.15 1143.53 (X)
8659 Water proof ply 12mm thick. sqm 1.77 572.00 1012.44
1x4.50x3.00=13.50sqm Add wastage
5% =0.68sqm
Total 14.18sqm
Qty taken for cost using once 14.18/8 = 1.77sqm
Qty taken for cost using once = 5x0.85/40
= 0.531
7343 3. Adjustable telescope prop 3m(2.02-3.75m) each 0.1275 1 000.00 127.50
Qty taken for cost using once = 6xO.85/40
0.6375
9999 Carriage L.S. 130.00 1.00 130.00
Labour:
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries L.S. 52.00 1.00 52.00
TOTAL 3 992.18
Add 1 % for water charges except on ‘X’ 28.49
TOTAL 4020.67
15% except on’X’
Cost for 13.50 sqm. 4 452.24
Say 329.80

175
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof
ply 12mm thick.

Consider a beam of 6 m clear span, 0.50 m
deep 0.30 m wide and height 3.5 m from floor
Cubical contents
6.60x0.5x0.3 = 0.99 cum
1x1.30x6.00 = 7.80 sqm
Materials :
material
1. Steel plates for side and bottom (plate size
1.20 x 0.50m)
Angle 40x40x5mm
2x1.20 = 2.40 m
3x0.50= 1.50 m
3.90 m @ 3.00 kg/m = 11.70 kg
Weight of one plate = 11.70 kg.
Add for wastage = 0.585kg.
Total =12.285 kg.
Total weight of all plates
3x5x12.285 = 184.275 kg
184.275*x0.85/8 =19.58 kg
Rate as per item no 10.1 kg 19.58 42.15 825.30
8659 Water proof ply 12mm thick, 1x1.30x6.00 = sqm 1.02 572.00 583.44
7.80 sqm Add 5% wastage 0.39 sqm
Total 8.19 sqm
8.19/8 = sqm= 1.02 sgm
7343 (ii) Props 3m (adjustable telescopic 2.02- each 0.1275 1000.00 127.50
3.75m)
Qty taken for cost of using once = 6 x0.85/40
=0.1275 m
7344 (iii) Beam clamp 300-380 mm(450-1070mm) each set 0.1063 375.00 39.86
= 0.1063m
9999 (iv) Assembly nut & bolts etc. L.S. 11.05 1.00 11.05
9999 Carriage L.S. 78.00 1.00 78.00
Labour:
0116 Fitter Grade-1 Day 1.25 151.50 189.38
0114 Beldar Day 2.50 135.25 338.12
9999 Sundries, paper tape etc. L.S. 26.00 1.00 26.00
TOTAL 2257.65
TOTAL 2271.97
Cost for 7.80 sqm. 2488.97
Say 319.10

176
5.10 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete
as per the Engineer-in-charge
5.10.1 12 mm dia. & 100 mm length.

Details of cost for wall length 7.90mxlm (24
set)
Material:
7320 Tie bolt 12mm dia & 100 mm length each 24 31.00 744.00
7324 Spring Coil 12mm dia. each 48 10.00 480.00
7325 Plastic cone 12mm dia. each 48 12.00 576.00
9999 Carriage: L.S. 13.00 1.00 13.00
Labour :
9999 Sundries L.S. 26.00 1.00 26.00
TOTAL 1 839.00
TOTAL 1 857.39
Cost for 24 sets 2 136.00
Cost of 1 each set 89.00
Say 89.00

as per the direction of Engineer-in-charge
5.10.2 12 mm dia. & 150 mm length.

set)
Material:
7321 Tie bolt 12mm dia & 150mm length each 24 42.00 1008.00
7324 spring coil 12 mm dia each 48 10.00 480.00
9999 Carriage: L.S. 13.00 1.00 13.00
Labour:
Sundries L.S. 26.00 1.00 26.00
TOTAL 2103.00
TOTAL 2124.03
Cost for 24 sets 2442.63
Say 101.80

5.10.3 20mmdia. & 150 mm length.


set)
Material:
7322 Tie bolt 20mm dia & 150mm length each 24 57.00 1368.00
7324 Spring coil 12 mm dia each 48 10.00 480.00
7325 Plastic cone 12 mm dia each 48 12.00 576.00

177

9999 Carriage: L.S. 13.00 1.00 13.00
Labour:
9999 Sundries L.S. 26.00 1.00 26.00
TOTAL 2463.00
TOTAL 2487.63
Cost for 24 sets 2860.77
Say 119.20

5.10.4 20 mm dia.& 225 mm length.

set)
Material:
7323 Tie bott.20mm dia & 225mm length each 24 72.00 1728.00
7324 Spring coil 12 mm dia each 48 10.00 480.00
9999 Carriage: L.S. 13.00 1.00 13.00
Labour:
9999 Sundries L.S. 26.00 1.00 26.00
TOTAL 2 823.00
TOTAL 2 851.23
Cost for 24 sets 3 278.91
Say 136.60

5.11 Extra for additional height in centring, shuttering where ever required with adequate
bracing, propping etc. including cost of de-shuttering and decentring at all levels,
over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan
area to be measured)
5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).r

Details of cost for a Room of size 6mx4.8m =
28.8 sqm. Material:
Assuming that shuttering material will become
unserviceable after use 40 times
25% of cost material
Add 10% of cost of material for maintenance
1. Prop 4m
7345 Qty taken for cost using once = 21 x0.85/40 = each 0.4463 1030.00 459.69
0.4463
2. Prop 3m (-)446.30
7343 Qty taken for cost using once = 21x0.85/40 = each 0.4463 1000.00 13-39
Difference of rate between 4m prop and 3m
prop. 7x3

178

2.Bracing
MS tube 40mm
7x4.8m = 33.60m
3x6.0m= 18.00m
Total = 51.60m
7330 Qty taken for cost using once = 51.6x0.85/40 = meter 1.0965 225.00 246.71
= 1.0965
3. Double coupler (40x40)
7346 Qty taken for cost using once = 21 x0.85/40 = each 0.4463 45.00 20.08
0.4463
9999 Carriage L.S. 65.00 1.00 65.00
Labour:
0114 Beldar Day 6.00 135.25 811.50
9999 Sundries L.S. 130.00 1.00 130.00
TOTAL 1741.18
TOTAL 1758.59
Cost for 28.8 sqm. 2022.38
Cost per sqm. 70.22
Say 70.20

5.12 Providing, hoisting and fixing upto floor five level precast reinforced cement concrete
work in string courses, bands, copings, bed plates, anchor blocks, plain window
sills and the like including the cost of required centring, shuttering, finishing smooth
with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces
complete but excluding cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4
graded stone aggregate 20mm nominal size).

Details of cost for 1 cum. Materials :
(A) Cement concrete 1:2:4 in string or lacing cum 1 cum 4812.25 4812.25
course etc-
(A) (Rate as per item no 4.5.1)
(NB : Rate has been taken including cost of
fixing in CM 1:2 as precast members are to be
fixed in CM 1:2)(1 cement: 2 coarse sand) as
per CPWD specifications
Labour:
Extra labour for laying CC in RCC work
0114 (B) Beldar Day 0.10 135.25 13.52 (B)
0101 (B) Bhishti Day 0.20 138.45 27.69 (B)
0123 (B) Mason 1st class Day 0.04 151.50 6.06 (B)
0124 (B) Mason 2nd class Day 0.04 141.60 5.66 (B)
0128 (B) Mate Day 0.04 138.45 5.54 (B)
TOTAL 4870.72
(C) Add for water charges @ 1 % on B 0.58
TOTAL 4871.30
15% on B+C
Say 4880.15

179
5.13 Providing, hoisting and fixing upto floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5m clear span upto floor five level
including the cost of required centring, shuttering and finishing smooth with 6
mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces but
excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand : 4 graded
stone aggregate 20mm nominal-size).


Details of cost for a lintel:
Materials:
1.5m clear span = 1.8x0.20x0.15 = 0.054 cum.
Cement Concrete 1:2:4 cum 0.054 3579.10 193.27
Centring and shuttering
Finishing
Labour:
Add extra labour for laying CC in RCC work
0114 (B) Beldar Day 0.005 135.25 0.68
0101 (B) Bhishti Day 0.01 138.45 1.38
0123 (B) Mason lst class Day 0.002 151.50 0.30
0128 (B) Mate Day 0.002 138.45 0.28
TOTAL 323.68
Add for water charges @ 1% on ‘B’ 0.03
TOTAL 323.71
15% on ‘B+C
Cost for 0.054 cum. 324.15
Cost per cum 6002.78
Say 6002.80

5.14 Providing, hoisting and fixing upto floor five level precast reinforced cement
concrete in mouldings as in cornices, windows sills etc. including setting in
cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centring, shuttering
and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand)
on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4
(1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Details of cost for
lmx0.20x0.15=0.03 cum
(Rate as per item No. 4.2.3) cum 0.03 3579.10 107.37
9999 (A) Mortar and labour for hoisting and for fixing L.S. 2.73 1.00 2.73
Finishing sqm 0.50 62.15 31.08
(Rate same as per item no. 13.16.1)
Centring and shuttering sqm 0.36 119.25 42.93
(Rate same as per item no.4.3.1)
9999 (A) Add for extra labour for hoisting 53.82x0.03 L.S. 1.61 1.00 1.61
Add Extra labour for moulding :
0123 (A) Mason 1st class 0.58x0.03 Day 0.0174 151.50 2.64
0124 (A) Mason 2nd class 0.58x0.03 Day 0.0174 141.60 2.46
0115 (A) Coolie 1.5x0.03 Day 0.045 135.25 6.09

180

0101 (A) Bhishti 0.06x0.03 Day 0.0018 138.45 0.25
Extra labour for laying CC in RCC
0114 (A) Beldar 0.1x0.03 Day 0.003 135.25 0.41
0101 (A) Bhishti 0.2x0.03 0.006 138.45 0.83
0123 (A) Mason 1st class 0.04x0.03 0.0012 151.50 0.18
0124 (A) Mason 2nd class 0.04x0.03 0.0012 141.60 0.17
0128 (A) Mate 0.04x0.03 0.0012 138.45 0.17
TOTAL 198.92
TOTAL 199.10
15% on ‘C+D’
Cost for 0.03 cum 201.76
Say 6725.35

5.15 : Providing, hoisting and fixing upto floor five level precast reinforced cement concrete
in lintels, beams and bressumers including setting in cement mortar 1:3 (1 cement :
3 coarse sand), cost of required centring and shuttering and finishing smooth with
6 mm thick cement plaster 1:3(1 cement: 3 fine sand) on exposed surfaces but
excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarse sand : 4 graded
stone aggregate 20 mjn nominal size).
Details of cost for beam 6.60m long 0.50m
deep and 0.30m wide = 6.60x0.50x0.30 = 0.99 cum.
(A) Cement concrete 1:2:4 cum 0.99 3 257.45 3 224.88
(Rate as per item No.4.1.3) sqm 7.80 62.15 484.77
Finishing
(A) Centring and shuttering sqm 6.9 119.25 822.82
(Rate same as per iterh no. 4.3.1)
level
0115 (B) Coolie Day 1.11 135.25 150.13
LABOUR
Extra labour for layin cement concrete in RCC
work
0114 (B) Beldar 0.10x0.99 Day 0.099 135.25 13.39
0101 (B) Bhishti 0.20x0.99 Day 0.198 138.45 27.41
0123 (B) Mason 1st class 0.04x0.99 Day 0.0396 1 51.50 6.00
0124 (B) Mason 2nd class 0.04x0.99 Day 0.0396 141.60 5.61
0128 (B) Mate 0.04x0.99 Day 0.0396 138.45 5.48
9999 (B) Cement mortar 1:3 for fixing L.S. 89.70 1.00 89.70
9999 (B) Labour for hoisting, Transporting and setting L.S. 269.10 1.00 269.10
in position
TOTAL 5 099.29
(C) Add for water charges @1% on ‘B’ 5.67
TOTAL 5 104.96
Cost for 0.99 cum 5 190.83
Say 5 243.25

181
in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of
required centring, shuttering and finishing with neat cement punning on exposed
surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement: 2 coarse
sand : 4 graded stone aggregate 12.5mm nominal size).
Details of cost for one shelf
0.90x0.45x0.04m thick
= 0.90x0.45x0.04m = 0.0162 cum
Rate as per Item No 4.1.3 cum 0.0162 3257.45 52.77
Finisihing
(Rate same as per item no. 13.18) sqm 0.85 21.40 18.19
(A) Centring and shuttering:2x(0.90+0.45)x0.04 = sqm 0.108 119.25 12.88
0.108 sqm
level
0115 (B) Coolie Day 0.018 135.25 2.43
LABOUR
Extra labour for laying cement concrete in
RCC work due to delay etc.
0114 (B) Beldar Day 0.016 135.25 2.16
0101 (B) Bhishti Day 0.0032 138.45 0.44
0128 (B) Mate Day 0.0006 138.45 0.08
9999 (B) Cement mortar 1:3 for fixing L.S. 4.42 1.00 4.42
in position
TOTAL 107.06
(C) Add for water charges @ 1 % on ‘B’ 0.23
TOTAL 107.29
Cost for 0.0162 cum 110.81
Say 6 840.10

in vertical & horizontal fins individually or forming box louvers setting in cement mortar
1:2 (1 cement : 2 coarse sand) including the cost of required centring, shuttering and
finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed
surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement: 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).
Details of cost for 4 RCC vertical fins 4m high
at lm centre to centre with two horizontal fins,
all projecting 60cm from face of wall and 5cm
thick cubical contents = 0.66 cum.
Material:
(A) Cement concrete l:2:4 (Rate as per item 4.1.3) cum 0.66 3 257.45 2 149.92
(A) Finishing sqm 27.50 62.15 1 709.12
(A) Centering and shuttering sqm 2.56 119.25 305.28

182


level
0115 (B) Coolie Day 0.75 135.25 101.44
LABOUR
Extra labour for laying cement concrete in
RCC work due to delay etc.
0114 (B) Beldar Day 0.066 135.25 8.93
0101 (B) Bhishti Day 0.132 138.45 18.28
0128 (B) Mate Day 0.0264 138.45 3.66
9999 (B) Cement mortar 1:2 for fixing L.S 17.94 1.00 17.94
in position
9999 (B) Sundries L.S. 17.94 1.00 17.94
TOTAL 4 412.01
Add for water charges @ 1 % on ‘B’ 2.48
TOTAL 4 414.49
15% on’BC’
Cost for 0.66 cum 4 452.02
Say 6 745.50

5.18 : Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded
stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire
including centring and shuttering, roughening cleaning, fixing and finishing in
cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of
the jambs, sills and soffits.
5.18.1 : 50 mm thick
Details of cost for jali
2.00mx0.75m = 1.50 sqm. of jali
0768 Cost of jali sqm 1.50 145.00 217.50
9999 Mortar for fixing L.S 6.24 1.00 6.24
9999 Carriage and sundries L.S 6.20 1.00 6.20
Labour (for fixing):
0114 Beldar Day 1.08 135.25 146.07
TOTAL 463.94
TOTAL 468.58
Cost of 1.50 sqm. 538.87
Say 359.25

183
5.18 : Providing precast cement concrete Jali 1:2:4 (I cement: 2 coarse sand : 4 graded
including centring and shuttering, roughening cleaning, fixing and finishing in cement
mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of the jambs,
sills and soffits.
5.18.2 : 40 mm thick
Details of cost for 1.2mx0.60m = 0.75 sqm. of
jali.
0769 Cost of jali sqm 0.75 115.00 86.25
9999 Mortar for fixing L.S. 3.64 1.00 3.64
9999 Carriage and sundries L.S. 3.64 1.00 3.64
0114 Beldar Day 0.50 135.25 67.62
TOTAL 196.32
TOTAL 198.28
Cost For 75sqm. 228.02
Say 304.05

5.18 : Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded
including centring and shuttering, roughening cleaning, fixing and finishing in
cement mortar 1:3 (1 cement: 3 fine sand) etc. complete excluding plastering of
the jambs, sills and soffits.
5.18.3 : 25 mm thick
Details of cost for jali 0.75mx0.5m = 0.375 sqm
0770 Cost of jali sqm 0.375 92.00 34.50
9999 Mortar for fixing L.S 1.82 1.00 1.82
9999 Carriage and sundries L.S 1.82 1.00 1.82
0114 Beldar Day 0.25 135.25 33.81
TOTAL 89.54
TOTAL 90.44
Cost of 0.375 sqm 104.01
Say 277.35

184
5.19: Encasing rolled steel sections, in beams and columns, with cement concrete
1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)
including centring and shuttering complete but excluding cost of reinforcement.
Consider 2 R.S. Joists (150mmx80mm) 4.88m
long placed 30cm apart centre to centre
Overall dimensions of the beam 43cmx20cm-
Materials:
Concrete work-
4.93x0.43x0.20 = 0.424 cum
For 1:2:4 Cement Concrete (1 cement: 2
coarse sand : 4 stone aggregate 20mm NS)
Rate as per item no. 4.1.3 cum 0.424 3,257.45 1,381.16
Extra labour for laying C.C. in RCC work
(Rate as (B) in item No.512)
0114 (A) Beldar Day 0.042 135.25 5.68
0101 (A) Bhishti Day 0.085 138.45 11.77
0123 (A) Mason 1st class Day 0.017 151.50 2.58
0124 (A) Mason 2nd class Day 0.017 141.60 2.41
0128 (A) Mate Day 0.017 138.45 2.35
Form work-
4.93x0.83 girth = 4.09 sqm. Sqm 4.09 162.65 665.24
(Rate as per item No. 5.9.5
9999 (B) Sundries and for lifting materials L.S. 21.58 1.00 21.58
TOTAL 2,092.77
(C)Add for water charges @ 1% on A+B 0.46
TOTAL 2,093.23
15%onA+B+C
Cost of 0.424 cum 2,100.25
Cost of 1 cum. 4,953.42
Say 4,953.40

5.20 : Encasing rolled steel section in grillages with cement concrete 1:2:4 (1 cement: 2
coarse sand : 4 graded stone aggregate 12.5mm nominal size) including centring
and shuttering but excluding cost of expanded metal and hangers.
Details of cost for the grillage
3.50mx3.50mx1.00m
3.50mx3.50x1.00=12.25cum-
Rate as per item no. 4.1.3 cum 12.25 3,257.45 39,903.76
Extra labour for laying C.C. in RCC work
(Rate as (B) in item 5.12)
0114 (A) Beldar Day 1.225 135.25 165.68
0101 (A) Bhishti Day 2.45 138.45 339.20
0123 (A) Mason 1st class Day 0.49 151.50 74.24
0124 (A) Mason 2nd class Day 0.49 141.60 69.38
0128 (A) Mate Day 0.49 138.45 67.84
Shuttering :
2(3.50+3.50)x1.00= 14.00 sqm. Sqm 14.00 162.65 2,277.10
(Rate as per item 5. 9.5)
TOTAL 42,897.20

185

Add for water charges @ 1% on “A” 7.16 (B)
TOTAL 42,904.36
15%on”A+B”
Cost of 12.25 cum. 43,012.89
Cost of 1 cum. 3,511.26
Say 3,511.25

5.21 : Extra for providing and fixing expanded metal mesh of size 20x60mm and strands
3.25mm wide 1.6mm thick weighing 3.64 kg. per sqm. for encasing of rolled steel
sections in beams, columns and grillages excluding cost of hangers.

Deatail of cost for 10 sqm
Materials:
Expended metal 20 mm x 60 mm and 1.6 mm
thick = 10 sqm
wastage 5 % = 0.50 sqm
1015 Total =10.50 sqm sqm 10.50 200.00 2100.00
9999 Carriage of expended metal L.S 13.52 1.00 13.52
9999 Wire for tieing L.S 13.52 1.00 13.52
Cost of bending and placing in position
0102 Blacksmith 1st class Day 0.25 151.50 37.88
0114 Beldar Day 0.25 135.25 33.81
TOTAL 2198.73
Add for water charges @ 1 % 21.99
TOTAL 2220.72
15 %
Cost of 10 sqm 2553.83
Say 255.40

5.22 : Reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete up to plinth level.
5.22.1 : Mild steel and MediumTensile steel bars

Details of cost for 1 quintal-
Materials:
Mild steel bars = 1.00 q
Add 5% wastage = 0.05
1004 Total = 1.05 q quintal 1.05 3075.00 3 228.75
2205 Carriage of steel 1.05/10 = 0.105t tonne 0.105 47.29 4.97
9999 Cover block L.S. 26.00 1.00 26.00
26.00
Labour:
For straightening, cutting, bending, binding
and placing in position-
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries and binding wire L.S. 26.91 1.00 26.91
TOTAL 3573.38
TOTAL 3609.11
Cost of one quintal 4150.48
Cost of 1 Kg. 41.50
Say 41.50

186

5.22 : Reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete upto plinth level.
5.22.2 : Hard drawn steel wire

Materials:
Hard drawn steel wire = 1.00 q
wastage 5%=0.05q
1224 Total = 1.05 q quintal 1.05 3100.00 3255.00
2205 Carriage 1.05q = 0.105 tonne tonne 0.105 47.29 4.97
Labour:
For cutting and laying in position etc-
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries L.S. 26.91 1.00 26.91
TOTAL 3573.63
TOTAL 3609.37
Cost of 1 Kg. 41.50
Say 41.50

in position and binding all complete upto plinth level.
5.22.3 : Cold twisted bars
Details of cost for 1 quintal-Materials:
Deformed twisted steel bars = 1.00 q
wastage 5% = 0.05q
1005 Total = 1.05q quintal 1.05 3175.00 3333.75
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
TOTAL 3678.38
TOTAL 3715.16
Cost of 1 Kg. 42.72
Say 42.70

187

5.22.4 : Hot rolled deformed bars

Materials:
wastage 5 % =0.05q
1005 Total = 1.05q quintal 1.05 3175.00 3 333.75
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
TOTAL 3678.38
TOTAL 3715.16
Cost of 1 Kg. 42.72
Say 42.70

5.22.5 : Hard drawn steel wire fabric
Materials:
Hard drawn steel wire fabric 100kg/7.75kg
= 12.903 sqm., wastage 5 % = 0.64 sqm
1021 Total =13.548 sqm. sqm 13.548 310.00 4199.88
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
For cutting and laying in position.
0103 Blacksmith 2nd class Day 0.20 141.60 28.32
0114 Beldar Day 1.50 135.25 202.88
TOTAL 4475.57
TOTAL 4520.33
Cost of 1 Kg. 51.98
Say 52.00

188

in position and binding all complete upto Plinth level.
5.22.6 : Thermo-Mechanically Treated bars.
Materials:
Add 5% wastage =0.05
1005 Total =1.05q quintal 1.05 3 175.00 3 333.75
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries L.S 26.91 1.00 26.91
TOTAL 3 678.38
TOTAL 3 715.16
Cost of one quintal 4 272.43
Cost of 1 Kg. 42.72
Say 42.70

5.22 A: Reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete. Above Plinth level
5.22 A.1: Mild steel and MediumTensile steel bars.
Materials
Mild steel bars = 1.00 q
1004 Total = 1.05 q quintal 1.05 3075.00 3 228.75
9999 Cover blocks L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
TOTAL 3573.38
TOTAL 3609.11
Cost of 1 Kg. 41.50
Say 41.50

189

placing in position and binding all complete. Above Plinth level.
5.22A.2: Hard drawn steel wire
Materials:
Hard drawn steel wire = 1.00 q
wastage 5%=0.05q
1224 Total = 1.05 q quintal 1.05 3100.00 3255.00
Labour:
For cutting and laying in position etc-
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries L.S. 26.91 1.00 26.91
TOTAL 3573.63
TOTAL 3609.37
Cost of 1 Kg. 41.50
Say 41.50

5.22A: Reinforcement for R.C.C. work including straightening, cutting, bending,
5.22A.3: Cold twisted bars

Materials:
Wastage 5% = 0.05q
1005 Total = 1.05q quintal 1.05 3175.00 3333.75
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
TOTAL 3678.38
TOTAL 3715.16
Cost of 1 Kg. 42.72
Say 42.70

190
5.22A.4: Hot rolled deformed bars
Materials:
wastage 5 % =0.05q
1005 Total = 1.05q quintal 1.05 3175.00 3 333.75
9999 Cover blocks L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
TOTAL 3678.38
TOTAL 3715.16
Cost of 1 Kg. 42.72
Say 42.70

5.22A.5: Hard drawn steel wire fabric
Materials:
Hard drawn steel wire fabric 100kg/7.75kg
= 12.903 sqm., wastage 5 % = 0.64 sqm
1021 Total =13.548 sqm. sqm 13.548 310.00 4199.88
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
For cutting and laying in position.
0114 Beldar Day 1.50 135.25 202.88
TOTAL 4475.57
TOTAL 4520.33
Cost of 1 Kg. 51.98
Say 52.00

191

5.22A.6: Thermo-Mechanically Treated bars.

Materials:
Add 5% wastage =0.05
1005 Total =1.05q quintal 1.05 3175.00 3333.75
9999 Cover block L.S. 26.00 1.00 26.00
Labour:
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries L.S 26.91 1.00 26.91
TOTAL 3678.38
TOTAL 3715.16
Cost of 1 Kg. 42.72
Say 42.70

5.23 : Deduct for omitting in R.C.C. work smooth finishing of the exposed surface with
6mm thick cement mortar 1:3 (1 Cement: 3 fine sand)
Details of cost for l0 sqm.
Materials:
Cement mortar 1:3 (cement:3 fine sand) cum 0.072 2870.00 206.64
(Rate as per items No. 3.3)
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
9999 Extra for removing burrs, cleaning with wire L.S. 13.39 1.00 13.39
brushes pock marking with pointed tool etc.
complete
9999 Scaffolding and Sundries L.S. 11.70 1.00 11.70
TOTAL 535.28
TOTAL 540.63
Cost of 10 Sqm. 621.72
Cost per sqm. 62.17
Say 62.15

192
5.24 : Extra for rendering smooth the top of suspended floors, landings and staircases (treads
and risers) with cement mortar 1:2 (1 cement: 2 coarse sand) including a floating coat
of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15
mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of
landings and steps including subsequent removal and cleaning of the same.
Materials:
Cement mortar 1:2 (1 Cement: 2 Coarse sand) cum 0.03 3 864.25 115.93
(Rate as per item No. 3.7
0367 finishing (Floating coat) cement tonne 0.0213 4500.00 95.85
Labour:
0123 Mason I class Day 0.20 151.50 30.30
0124 Mason II class Day 0.20 141.60 28.32
0114 Beldar Day 0.25 135.25 33.81
9999 Spreading earth on floor (7.5mm thick) L.S. 35.49 1.00 35.49
Spreading sand 15mm thick on floor
0983 Fine sand cum 0.15 320.00 48.00
2261 Carriage of sand cum 0.15 53.21 7.98
Labour:
9999 Disposal of earth spread over floor protectiron L.S. 5.33 1.00 5.33
9999 Sundries L.S. 6.24 1.00 6.24
TOTAL 408.26
TOTAL 412.34
Cost of 10 Sqm. 474.19
Cost per sqm. 47.42
Say 47.40

5.25 : Providing and fixing in position copper plate as per design for expansion joints.
Details of cost for 3.0 m lenght, width 250mm
and 1.6 mm thick = 0.750 sqm
0967 Weight of copper plate @ 14.08 kg/m2 10.56kg kg 10.56 195.00 2059.20
Labour
9999 Sundries L.S 6.24 1.00 6.24
TOTAL 2100.84
TOTAL 2121.85
Cost of 10.56 kg 2440.13
Cost per kg. 231.07
Say 231.05

193
5.26 : Providing and filling in position, blown bitumen in expansion joints.
Details of cost for a joint - 2.5cm wide 15cm
deep and 300m in length-
Cubical content of joint-
300x0.025x0.150=1.125cum. **
Material :-
0313 Bitumen 85/25 @ 1050kg per cum.
1.25x1050kg = 1181.25kg
Add wastage @ 5% = 59.06 kg.
= 1240.31 kg = 1.2401 tonne 1.24 25 000.00 31 000.00
2211 Carriage of bitumen tonne 1.24 53.21 65.98
0370 Steam coal for heating of bitumen @ 2.0 quintal 2.48 300.00 744.00
quintal per tonne of bitumen.
1.240x2.0=2.48q=0.248t
2200 Carriage of steam coal tonne 0.248 60.81 15.08
Labour for heating, mixing and filling-
0114 Beldar Day 8.06 135.25 1 090.12
9999 Sundries L.S. 121.16 1.00 121.16
TOTAL 33 774.95
TOTAL 34 112.70
Add 15% for contractor’s profit and overheads 5 116.90
Cost of 300m length 2.5cm wide and 15cm 39 229.60
depth
Cost per cm. depth, per cm width per 100m 348.71
length
Say 348.70

5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen,
1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
Details of cost for a joint - 2.5cm wide 15cm
deep and 300m in length
-Cubical content of joints-
300x0.150x0.025= 1.125cum.
Materials
Bitumen S-90 = 256.30 kg per cum.
256.30xl.125 = 288.34 kg. —
Add for wastage @ 5% = 14.42 kg. ‘
= 302.76 kg. or = 0.3031 tonne.
0309 Bitumen tonne 0.303 22500.00 6 817.50
2211 Carriage of bitumen tonne 0.303 53.21 16.12
0370 Stem coal for heating of bitumen @ 2.0 quintal 0.606 300.00 181.80
quintal per tonne of bitumen, i.e.
0.303x2.0=0.606q
2200 Carriage of steam coal tonne 0.061 60.81 3.71
Cement:
0367 1/80x228.34=3.6 kg = 0.0036 Tonne tonne 0.0036 4,500.00 16.20
0982 Coarse sand l/4th of the quantity of cement in cum 0.90 600.00 540.00

194


kg = 3.6/4 = 0.90 cum. -
Labour for heating and filling :
0114 Beldar Day 8.06 135.25 1090.12
9999 Sundries L.S 121.16 1.00 121.16
TOTAL 9573.28
TOTAL, 9669.01
Cost of 300m length 2.5cm wide and 15cm 11119.36
depth
Cost per cm. depth, per cm width per 100m 98.84
length
Say 98.85

5.28 : Providing and fixing in position 12mm thick bitumen impregnated fibre board
conforming to IS: 1838 including cost of primer, sealing compound in expansion joints.
Details of cost for joint 100m long 10cm deep
and 12mm thick
Material:
0339 (i) Impregnated fibre board sqm 7.50 279.00 2092.50
lxl00x0.075=7.5sqm.
0316 (ii) Primere 80m/litter 100m=100/80 x1=1.25 lit Ltrs. 1.25 28.00 35.00
0314 (iii) Sealing compound @ 3 per litrer for
100m = 100/3x1 =33.3 litres+Wastage @ 5% =
1.67 = 35.00 litre (1 litre = 0.9 Kg) = Kg 31.5 20.00 630.00
35.00x0.9 = 31.5 Kg.
9999 Carriage L.S. 26.91 1.00 26.91
Labour:
0114 Beldar Day 0.25 135.25 33.81
9999 Sundries L.S. 26.91 1.00 26.91
TOTAL 2880.30
TOTAL 2909.10
Cost of 100m long 10cm deep 3345.46
Cost per cm depth per 100m 334.55
Say 334.55

5.29 : Providing and fixing sheet covering over expansion joints with iron screws as
per design to match the colour /shade of wall treatment.
5.29.1 : Non-asbestos fibre cement board 6 mm thick as per IS: 14862.
5.29.1.1 : 150mm wide.
Details of cost for 3 m length
Materials:
0236 Non - Asbestos multi purpose fibre cement sqm 0.47 180.00 84.60
board 6mm thick.

195

2273 Carriage of sheets- 0.45sqm = 0.0049 tonne tonne 0.0049 47.29 0.23
9999 50mm iron screws with washer and rawl plugs L.S. 40.30 1.00 40.30
Labour:
0114 Beldar Day 0.20 135.25 27.05
TOTAL 180.50
TOTAL 182.30
Cost for 3 m 209.64
Cost per meter 69.88
Say 69.90

5.29 : Providing and fixing sheet covering over expansion joints with iron screws as per
design to match the colour / shade of wall treatment.
5.29.1 : Non-asbestos fibre cement board 6 mm thick as per IS: 14862.
5.29.1.2 : 200mm wide.
Details of cost for 3m length
Materials:
0236 Non - Asbestos multi purpose fibre cement sqm 0.63 180.00 113.40
board 6mm thick.
2273 Carriage of sheet 0.60sqm. = 0.0065 tonne tonne 0.0065 47.29 0.31
9999 50mm iron screws with washer and rawl plugs L.S. 53.82 1.00 53.82
Labour:
0114 Beldar Day 0.27 135.25 36.52
TOTAL 242.28
TOTAL 244.70
Cost for 3m 281.40
Say 93.80

5.29.2 : Aluminium fluted strips 3.15mm thick.
5.29.2.1: 150 mm wide.

Details of cost for 1 meter
Materials:
2391 3.15mm thick aluminium fluted metre 1.00 216.00 216.00
strips-1 m x 15cm wide

196

0639 Iron screws 25mm 100Nos 6 15.00 0.90
9999 Carriage of materials L.S. 1.04 1.00 1.04
Labour:
0114 Beldar Day 0.067 135.25 9.06
9999 Sundries L.S. 1.82 1.00 1.82
TOTAL 238.31
TOTAL 240.69
Say 276.80

5.29.2 : Aluminium fluted strips 3.15mm thick.
5.29.2.2: 200 mm wide.
Details of cost for 1 meter
Materials:
2392 Strips Aluminium fluted 3.15mm thick and Metre 1.00 288.00 288.00
200mm wide metre
0639 Iron serews 25mm 100Nos 6 Nos 15.00 0.90
9999 Carriage of materials L.S. 1.30 1.00 1.30
Labour:
0 114 Beldar Day 0.089 135.25 12.04
9999 Sundries L.S. 2.34 1.00 2.34
TOTAL 317.18
TOTAL 320.35
Say 368.40

5.30 : Add or deduct for plaster drip course/ groove in plastered surface or moulding to
R.C.C. projections.
Details of cost for 30 metre long throating or
plaster or moulding-
Labour :
0115 Coolie Day 1.00 135.25 135.25
9999 Add for materials (cement mortar etc.) L.S. 26.91 1.00 26.91
TOTAL 308.71

197


TOTAL 311.80
Say 11.95

5.31 : Extra for laying reinforced cement concrete in or under water and/ or liquid mud
including cost of pumping or bailing out water and removing slush etc., complete.
Analysis Same As As Per Item No 4.15
Details of cost for depth of water 0.30m.
pumping hours = 3 hrs. or 0.375 day.
0011 Cost of pumping water with Day 0.375 300.00 112.50
3636.7 litres per hour capacity pump
TOTAL 653.50
TOTAL 660.04
15%
Cost of 14cum. per 0.30m depth 759.05
Say 180.75

5.32 Extra for laying reinforced cement concretein orunder foul positions.
Analysis Same As Item No 4.16
0114 Beldar Day 0.25 135.25 33.81
0115 Coolie Day 0.15 135.25 20.29
TOTAL 59.96
TOTAL 60.56
15%
Say 69.65

5.33 : Providing and laying in position machine batched, machine mixed and
machinevibrated design mix cement concrete of specified grade for reinforced
cement concrete work including pumping of concrete to site of laying but excluding
the cost of centring, shuttering, finishing and reinforcement, including Admixtures
in recommended proportions as per IS 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and durability as per direction of
Engineer-in-charge. M-25 grade reinforced cement concrete by using 380kg. of
cement per cum of concrete. All work upto Plinth level.

Details of cost for 1.00 cum
Materials.
0295 Stone Aggregate 20 mm. cum 0.57 700.00 399.00

198

2202 Carriage of aggregate. cum 0.85 53.21 45.23
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement tonne 0.38 4500.00 1710.00
7318 Plasticizer 0.50% of cement kilogram 1.90 30.00 57.00
Production cost, pumping to respective
floors and laying in position
0004 Production cost of concrete by batch
mix plant cum 1.00 200.00 200.00.
0009 Pumping charges of concrete. cum 1.00 80.00 80.00
Labour for pouring, consolidating & curing
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 135.25 270.50
0101 Bhisti Day 0.90 138.45 124.60
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.00 1.00 13.00
Total 3429.82
Add 1% for water charges. 34.30
Total 3464.12
Add 15% for contractor’s profit and 519.62
overheads.
Cost per 1.00 cum 3983.74
Say 3983.75

5.33 A: Providing and laying in position machine batched, machine mixed and machine
vibrated design mix cement concrete of specified grade for reinforced cement
concrete work including pumping of concrete to site of laying but excluding the
cost of centering, shuttering, finishing and reinforcement, including Admixtures in
recommended proportions as per IS 9103 to accelerate, retard setting of concrete,
improve workability without impairing strength and durability as per direction of
Engineer-in-charge. M-25 grade reinforced cement concrete by using 380kg. of
cement per cum of concrete. All work above Plinth level upto floor V Level.

Details of cost for 1.00 cum
Materials.
0295 Stone Aggregate 20 mm. cum 0.57 700.00 399.00
2202 Carriage of aggregate. cum 0.85 53.21 45.23
0982 Coarse sand cum 0.425 600.00 255.00
0367 Cement tonne 0.38 4500.00 1710.00
7318 Plasticizer 0.50% of cement kilogram 1.90 30.00 57.00
Production cost, pumping to respective
floors and laying in position
0004 Production cost of concrete by batch
mix plant cum 1.00 200.00 200.00.
0009 Pumping charges of concrete. cum 1.00 80.00 80.00
Labour for pouring, consolidating & curing
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 135.25 270.50
0101 Bhisti Day 0.90 138.45 124.60
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.00 1.00 13.00

199

Total 3429.82
Total 3464.12
overheads.
Say 3983.75

5.34 : Add or deduct for providing richer or leaner mixes respectively at all floor levels.
5.34.1 : Providing M-30 grade concrete by using 400kg of Cement per cum of concrete
instead of M-25 grade B.M.C./Rmc.

Cement for M-30 mix = 0.400 t
0367 Difference 0.020t tonne 0.02 4500.00 90.00
2209 Carnage of Cement tonne 0.02 47.29 0.95
Plasticizer for M-30 mix = 2.00 Kg
Difference =0.10 kg.
7318 Plasticizer / super plasticizer kilogram 0.10 30.00 3.00
TOTAL 93.95
TOTAL 94.89
Add for contractor's profit and overheads 14.23
15%
Say 109.10

5.34 : Add or deduct for providing richer or leaner mixes respectively at all floor levels.
5.34.2 : Providing M-35 grade concrete by using 420kg of cement per cum of concrete
instead of M-25 grade B.M.C./R.M.C...
0367 Difference 0.040 t tonne 0.040 4500.00 180.00
Plasticizer for M-25mix = 1.90 Kg
TOTAL 187.09
TOTAL 188.96
Add for contractor's profit and overheads @ 28.34
15%
Say 217.30

200

5.34 Add or deduct for providing richer or leaner mixes respectively at all floor levels.
5.34.3 Providing M-40 grade concrete by using 427kg of cement per cum of concrete instead
of M-25 grade B.M.C/R.M.C..


0367 Difference 0.047 t tonne 0.047 4500.00 211.50
Plasticizer for M-25mix = 1.900 Kg
TOTAL 220.77
TOTAL 222.98
Add for contractor's profit and overheads @ 33.45
15%
Say 256.45

5.35 Deduct for using less cement than the quantity as provided in the item of batch mix
concrete/RMC as arrived as per mix design.
Details of cost for 1 quintal

0367 Cement M.T 0.100 4500.00 450.00
2209 Carriage of cement M.T 0.100 47.29 4.73
454.73
459.28
Add for contrator profit & overheads @ 15% 68.89
Cost for 1 Quintal 528.17
528.15

5.36 Providing and placing in position precast reinforced cement concrete waffle units square
or rectangular as per design and shape for floors and roofs in 1:1 1/2:3 (1 Cement: 1/2
coarse sand : 3 graded stone aggregate 10mm nominal size) including flush or deep
ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making neces-
sary holes of required sizes for carrying through service lines etc., providing steel hooks
for lifting etc, form work in precasting, handling, hoisting, centering and erection com-
plete for all floor levels but excluding the cost of reinforcement


Details for wafle 09. x 0.9 x 0.3m
Total area covered 4.548 x 3.636 = 16.54 sqm.
Cement concrete in 1unit
Top 0.8 x 0.8 x 0.035 = 0.0224
sides 2(0.8 x 0.265 x 0.0325) = 0.0138
2(0.735 x 0.265 x 0.0325) = 0.0127
Total = 0.0489
Flange 4 x 0.85 x 0.05 x 0.035 = 0.0060
Total = 0.0549

201


Add for Fillets 25% = 0.0137
Total = 0.069 cum.
Quantity for 20 such units = 1.38 cum
Rate as per item no. 5.2.2 of SH : RCC cum 1.38 4092.35 5647.44
(i) Shuttering and centring
Face in contact
4 x 0.8 x 0.265 = 0.848
Inner 4 x 0.735 x 0.265 = 0.779
Top (inside) 1 x 0.735 x 0.735 = 0.540
Flange 4 x 0.9 x 0.035 = 0.126
Total = 2.293 sqm.
Quantity 20 such units 45.86 sqm.
Rate as per item no. 5.9.15 of SH: RCC sqm 45.86 119.25 5468.80
Hooks for lifting
2 x 1.5 = 3.0 m
4 x 0.01 = 0.04 m
= 3.04 m
@ 3 kg per m 9.12 kg or 0.009 t
Rates as per item no 10.2 of SH: Steel work kg 9.00 46.35 417.15
(ii) 10 mm dia. Bolts 60 mm long with nuts
and washers 2 x 2 = 4Nos.
9999 (A) including carriage of bolts L.S 13.00 1.00 13.00
9999 (A) Sundries etc. L.S 79.95 1.00 79.95
(IV) Transportation and erection labour for 20
units
0126 (A) Mason (for ornamental stone work) 1st class Day 1.00 151.50 151.50
0114 (A) Beldar Day 6.00 135.25 811.50
(V) Cost of pointing flush or deep ruled in
cement mortar 1:2 (1 Cement : 2 fine sand)
Rate as per item no. 13.35.1 sqm 16.54 36.45 602.88
(B) TOTAL 13192.22
Add for water charges @ 1% on ‘A’ 10.56
TOTAL 13202.78
15% on A+B
Total for 20 units
Cost for 1.38 cum. 13362.76
Say 9683.15

5.37 Providing and laying in position ready mixed concrete manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead
up to 10kms having continuous agitated mixer, manufactured as per mix design of
specified grade for reinforced cement concrete work including pumping of R.M.C.
from transit mixer to site of laying , excluding the cost of centering, shuttering
finishing and reinforcement including cost of admixtures in recommended
proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve
workability without impairing strength and durability as per direction of the Engineer
- in - charge. M-25 grade Reinforced cement concrete by using 380 kg of cement per
cum of concrete. All works up to Plinth level

202

Materials:
0297 Stone aggregate 10 mm Cum 0.28 700.00 196.00
2202 Carriage of aggregate Cum 0.85 53.21 45.23
0982 Coarse sand Cum 0.425 600.00 255.00
2203 Carriage of Coarse sand Cum 0.425 53.21 22.61
0367 Cement Tonne 0.38 4500.00 1710.00
2209 Carriage of Cement Tonne 0.38 47.29 17.97
7318 Plasticizer 0.50% of cement Kilogram 1.90 30.00 57.00
Production Cost, carriage to site, pumping to
respective floors and laying in position
0004 Production Cost Cum 1.00 200.00 200.00
0029 Carriage of concrete by transit mixer. km/Cum 10.00 18.00 180.00
0009 Pumping charges of concrete including hire Cum 1.00 80.00 80.00
Charges of pump, piping work & accessories etc
Labour for pouring, consolidating and curing
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 13525 270.50
0101 Bhisti Day 0.90 138.45 124.60
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.00 1.00 13.00
Total 3609.82
Add 1 % for water charges. 36.10
Total 3645.92
Add 15% for contractor's profit and overheads, 546.89
Say 4192.80

5.37A. Providing and laying in position ready mixed concrete manufactured in fully automatic
batching plant and transported to site of work in transit mixer for a lead up to 10kms
having continuous agitated mixer, manufactured as per mix design of specified grade
for reinforced cement concrete work including pumping of R.M.C. from transit mixer
to site of laying , excluding the cost of centering, shuttering finishing and
reinforcement including cost of admixtures in recommended proportions as per IS :
9103 to accelerate/ retard setting of concrete, improve workability without impairing
strength and durability as per direction of the Engineer - in - charge. M-25 grade
Reinforced cement concrete by using 380 kg of cement per cum of concrete. All works
above Plinth level up to floor five level.

Materials:
0295 Stone aggregate 20mm Cum 0.57 700.00 399.00
0297 Stone aggregate 10 mm Cum 0.28 700.00 196.00
2202 Carriage of aggregate Cum 0.85 53.21 45.23
0982 Coarse sand Cum 0.425 600.00 255.00
2203 Carriage of Coarse sand Cum 0.425 53.21 22.61
0367 Cement Tonne 0.38 4500.00 1710.00
2209 Carriage of Cement Tonne 0.38 47.29 17.97

203

7318 Plasticizer 0.50% of cement Kilogram 1.90 30.00 57.00
Production Cost, carriage to site, pumping to
respective floors and laying in position
0004 Production Cost Cum 1.00 200.00 200.00
0029 Carriage of concrete by transit mixer. km/cum 10.00 18.00 180.00
0009 Pumping charges of concrete including hire Cum 1.00 80.00 80.00
Charges of pump, piping work & accessories etc
Labour for pouring, consolidating and curing
0155 Mason Day 0.17 146.55 24.91
0114 Beldar Day 2.00 135.25 270.50
0101 Bhisti Day 0.90 138.45 124.60
0012 Vibrator Day 0.07 200.00 14.00
9999 Sundries L.S. 13.00 1.00 13.00
Total 3609.82
Total 3645.92
Add 15% for contractor's profit and overheads 546.89
Say 4192.80

5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part
thereof.
Cost for 1 cum
Materials
0009 Pumping charges of concrete including Hire cum 1.00 80.00 80.00
charges of pump, piping work & accessories etc.
Total 80.00
Total 80.80
Add 15% for contractor’s profit and overheads. 12.12
Cost for 1 cum 92.92
Say 92.90

5.39 Extra for carriage of R.M.C. beyond the initial lead of 10 km.
Details of cost for 1 cum per km.
0029 Carriage per cum/km cum/km 1.00 18.00 18.00
Total 18.00
Add 1% water charges 0.18
Total 18.18
Add 15% for contractor profit and overheads. 2.73
Cost for 1 cum per km. 20.91
Say 20.90

205

SUB HEAD : 6.0
BRICK WORK

207

6.1 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)


MATERIALS :
2602 Bricks of class designation 75 1000 Nos 494.00 1 900.00 938.60
Cement mortar 1:4 (Rate as per item No. 3.9) cum 0.25 2 578.45 644.61
2201 Carriage of bricks 1000 Nos 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 1,974.53
Add 1% for water charges 1 19.75
TOTAL 1,994.28
15%
Cost of 1 Cum. 2,293.42
Say 2,293.40

6.1 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:

MATERIALS :
9999 Sundries L.S. 2.73 1.00 2.73
LABOUR:
0115 Coolie Day 1.37 135.25 185.29
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 1,826.74
Add 1% for water charges 1 18.27
TOTAL 1,845.01
15%
Cost of 1 Cum. 2,121.76
Say 2,121.75

6.2 Brick work with modular bricks of class designation 75 in foundation and plinth in:

MATERIALS :
7900 Modular bricks of class designation 75 1000 Nos 487.00 2 050.00 998.35
Cement mortar 1 :4 (1 cement : 4 coarse sand) cum 0.22 2 578.45 567.26
(Rates as per item no. 3.9)

208

9999 Sundries L.S. 2.73 1.00 2.73
LABOUR:
0115 Coolie Day 1.00 135.25 135.25
0101 Bhishti Day 0.18 138.45 24.92
TOTAL 1,894.34
TOTAL 1,913.28
15% 2,200.27
Cost of 1 Cum. 2,200.25
Say

6.2 Brick work with modular bricks of class designation 75 in foundation and plinth in:

MATERIALS :
7900 Modular bricks of class designation 75 1000 Nos 487.00 2 050.00 998.35
2201 Carriage of Bricks 1000 Nos 487.00 141.88 69.10
Cement mortar 1 :6 (1 cement : 6 coarse sand) cum 0.22 1987.30 437.21
9999 Sundries L.S. 2.73 1.00 2.73
LABOUR:
0115 Coolie Day 1.00 135.25 135.25
0101 Bhishti Day 0.18 138.45 24.92
TOTAL 1 1,764.29
TOTAL 1,781.93
15%
Cost of 1 Cum. 2,049.22
Say 2,049.20

6.3 Brick work with machine moulded perforated bricks of class designation 125
conforming to IS: 2222 -1991 in superstructure above plinth level upto floor five
level in cement mortar 1:6(1 cement : 6 coarse sand):
6.3.1 With F.P.S. bricks.

MATERIALS :
7901 Machine moulded perforated FPS bricks of 1000 Nos 494.00 3 233.00 1 597.10
class designation 125
Cement mortar 1:6(1 cement: 6 coarse sand). Cum 0.25 1 987.30 496.82
9999 Sundries L.S 2.73 1.00 2.73
LABOUR:

209


0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S 22.36 1.00 22.36
materials (above floor two level upto floor
five level)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 2,750.82
TOTAL 2,778.33
Add for contractor’s profit and overheads @ 1 416.75
15%
Cost of 1 Cum. Say 3,195.08
Say 3,195.10

6.3 Brick work with machine moulded perforated bricks of class designation 125 con-
forming to IS: 2222 -1991 in superstructure above plinth level upto floor five level in
cement mortar 1:6(1 cement : 6 coarse sand):
6.3.2 With Modular bricks.


MATERIALS :
7902 Machine moulded perforated FPS bricks of 1000 Nos 487.00 3 200.00 1 558.40
Cement mortar 1:6(1 cement: 6 coarse sand). Cum 0.22 1 987.30 437.21
9999 Sundries L.S 2.73 1.00 2.73
LABOUR:
0115 Coolie Day 1.43 135.25 193.41
0101 Bhishti Day 1
0.18 138.45 24.92
9999 Scaffolding L.S 16.38 1.00 16.38
five level)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 2,583.94
TOTAL 2,609.78
15%
Cost of 1 Cum. Say 3,001.25
Say 3,001.25

210
6.4 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth
level upto floor V level in all shapes and sizes in :
6.4.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
MATERIALS :
2602 Bricks of class designation 75 1000 494.00 1900.00 938.60
Nos
Cement mortar 1:4 (Rate as per item no 3.9) Cum 0.25 2578.45 644.61
2201 Carriage of bricks 1000 494.00 141.88 70.09
Nos
Sundries L.S 2.73 1.00 2.73
LABOUR:
0123 Mason 1 st Class Day 0.47 151.50 71.21
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S 22.36 1.00 22.36
five level)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 2240.12
TOTAL 2262.52
@15%
Say 2601.90

6.4 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth
level upto floor V level in all shapes and sizes in :
6.4.2 Cement mortar 1:6(1 cement:6 coarse sand)
MATERIALS :
2602 Bricks of class designation 75 1000 Nos 494.00 1900.00 938.60
Cement mortar 1:6 (Rate as per item no 3.11) Cum 0.25 1987.30 496.83
Sundries L.S 2.73 1.00 2.73
LABOUR:
0123 Mason 1 st Class Day 0.47 151.50 71.21
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S 22.36 1.00 22.36
five level)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 2092.34
TOTAL 2113.26
@15%
Say 2430.25

211
6.5 Extra for brick work in superstructure above floor V level for each four floors or part
thereof by mechanical means by lifting material using mobile crane.

Details of cost for 5.3 cum per four floors .
0037 Mobile crane. per day 0.125 5000.00 625.00
Fuel consumption per hour = 8 litre.
1235 Diesel oil litre 8.000 30.25 242.00
TOTAL 867.00
TOTAL 875.67
15%
Cost of 5.3 Cum. 1 007.02
Cost for 1 cum 190.00
Say 190.00

6.6 Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and
vent holes including use of cores and cost of providing and fixing bitumastic coated
M .S. ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per
approved design.


Materials :
1008 Mild steel 25mmx3mm section 30cm long 30 quintal 0.054 2 900.00 156.60
No. = 9 metres @ 0.6kg/m = 5.40 kg.
9999 Painting the steel Bitumen L.S 13.52 1.00 13.52
2205 Carriage of mild steel tonne 0.005 47.29 0.24
Extra labour for keeping cavity clear and
fixing wall ties and delay caused:
0124 Mason 2nd Class Day 0.37 141.60 52.39
0114 Beldar Day 0.92 135.25 124.43
9999 Add for use of Core L.S 4.55 1.00 4.55
TOTAL 407.79
1
TOTAL 411.87
15%
Say 47.35

6.7 Providing half brick masonry with F.P.S. bricks of class designation 75 in cement
mortar 1:3 (1 Cement : 3coarse sand) in superstructure for closing cavity 5 to 7.5 cm
wide in cavity wall complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1.


Materials :
Half brick masonry 1:3 (Average)
1x10x0.27 = 2.7

212


Rate as per item No.6.12.1 sqm 2.70 289.60 781.92
Bitumen felt type- 3 grade 1
lxl0mx11.4m =1.14 sqm.
Add for wastage and overlapping @ 5% =
0.06 sqm.
0322 (B) Total = 1.20 sqm. sqm 1.20 45.00 54.00
Labour:
0114 (B) Beldar Day 0.06 135.25 8.12
TOTAL 879.21
(C) Add for water charges @ 1 % on B 0.97
TOTAL 880.18
Add for contractor’s profit and overheads at 14.74
15% on (B+C)
Cost of 10 metre 894.92
Say 89.50

6.8 Brick work 7 cm thick with F.P.S. brick of class designation 75 in cement mortar 1:3
(1 cement: 3 coarse sand) in superstructure.


Materials:
2602 Bricks of class designation 75 1 000 Nos 377.00 1 900.00 716.30
Cement mortar 1:3 (Rate as per item no. 3.8 ) cum 0.181 3 169.60 573.70
2201 Carriage of bricks 1 000 Nos 377.00 141.88 53.49
LABOUR:
0115 Coolie Day 1.76 135.25 238.04
0101 Bhishti Day 0.36 138.45 49.84
9999 Sundries and scaffolding L.S. 7.15 1.00 7.15
TOTAL 1 849.55
TOTAL 1 868.05
15% 2 148.26
Say

6.9 Brick work in plain arches in superstructure including centring and shuttering com-
plete for span upto 6 metres with F.P.S. bricks of class designation 75 in cement
mortar 1:3 (1 cement: 3 coarse sand).

Materials :
2602 Bricks of class designation 75 1 000 Nos 494 1 900.00 938.60
Cement mortar 1:3 (Rate as per item no. 3.8) cum 0.25 3 169.60 792.40
2201 Carriage of bricks 1 000 Nos 494 141.88 70.09

213


9999 Sundries L.S 2.73 1.00 2.73
Centering and Shuttering:
Taking a semi circular arch 3.6m span,
3.6m long and 0.40m thick
Area of centering =
3.142 x 1.8 x 3.6 = 20.37 sqm.
Brick work in Arch.
3.142x2.00x0.4x3.6 = 9.05cum.
Area per cum.
(B) 20.37/9.05 = 2.25 sqm. sqm 2.25 514.70 1,158.08
(Rate same as in item 5.9.9
9999 Scaffolding L.S 18.85 1.0 18.85
Labour:
0115 Coolie Day 2.29 135.25 309.72
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 3,473.51
Add for water charges @ 1% on all except B 23.15
TOTAL 3,496.66
15% on all except B
Say 3,847.45

6.10 Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3
coarse sand) including centring and shuttering complete, for span upto 6 meters
with F.P.S. bricks of class designation 75

Materials :
2602 Bricks of class designation 75 1 000 Nos 538.00 1 900.00 1 022.20
Cement mortar 1:3 (Rate as per item no. 3.8) cum 0.25 3 169.60 792.40
9999 Sundries L.S 2.73 1.00 2.73
Centring and shuttering (Area same as in item
No. 6.9
(B) (Rate same as per item No. 5.9.9 sqm 2.25 514.70 1 158.08
9999 Scaffolding L.S. 18.85 1.00 18.85
LABOUR:
0115 Coolie Day 4.42 135.25 597.80
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 4,027.29
Add for water charges @ 1% on all except B 28.69
TOTAL 4,055.98
15%on all except B
Say 4,490.65

214
6.11 Extra for additional cost of centring for arches exceeding 6m span including all
shuttering, bolting, wedging and removal (Area of the soffit to be measured).
8m)
tan-1 (4/3)=53.28°
2x53.28°=106°
Surface area
=2x22/7x5x3.6x106/360=33.3 sqm.
Arc=9.25m
Material:
Tie-2x8x0.18x0.05 =0.144cum
Struts-2x2.5x0.1x0.1 =0.050cum.
Struts-2x1.77x0.1x0.1 =0.035cum.
Ribs-6x1.54x0.23x0.1 =0.213cum.
Struts-2x1.72x0.1x0.1 =0.034cum.
Total=0.476cum.
For four such frames =0.476x4= 1.904 cum.
laggings-75x3.6x0.125x0.075=2.531 cum.
Tie-2x3.6x0.225x0.038=0.062cum.
Brace-3x2x2.14x0.225x0.038=0.110
Brace-3x4x3.8x0.225x0.038=0.390
Sleepers-4x3.6x0.20x0.15=0.432
Sleepers-2x4x3.6x0.175x0.075=0.378
Vertical post-4x4x3.6x0.15x0.15=1.296
1197 Total =7.103cum.
Qty taken l/8th of qty for cost using once = 10 cum 887.90 160.00 14206.40
7.103/8 = 0.8885 cum (887.90 cudm)
Fittings:
3 way straps 50mmxl0mm = 32 Nos.
32 no. @0.50cm each = 16m
Straps-50mmx 10mm = 8 Nos. @0.25cm each
= 2m
Total = 18m
18m @ 3.9kg/m = 70.2 kg. = 0.702qtl.
1225 0.702/8 = 0.0878 qtl. quintal 0.0878 2900.00 254.62
Bolts 160 Nos. 254 mm long 16mm dia.-
160x 0.254x 1.58=64.21 kg=0.64qtl.
Qty taken 1/8th of qty for cost using once =
1034 0.64/8 = 0.08 qtl. quintal 0.08 4300.00 344.00
Carriage of steel = 0.1342 t
Qty taken 1/8th of qty for cost using once =
2302 0.1342/8 = 0.0168 tonne tonne 0.0168 47.29 0.79
Labour:
0112 Carpenter 2nd class Day 28.00 141.60 3,964.80
0114 Beldar Day 24.00 135.25 3,246.00
9999 Sundries L.S 134.55 1.00 134.55
span
(A) Rate as per item no- 5.9.9 sqm 33.31 514.70 -17,144.66
TOTAL 5,060.49
Add 1% for water charges on all exept ‘A’ 222.05
TOTAL 5,282.54

215


15% on all except ‘A’ 3,364.08
Cost of 33.31 sqm. 8,646.62
Say 259.60

6.12 Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth
in:
6.12.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand)

Materials :
2602 Brick of class designation 75 1 000 Nos 565.00 1 900.00 1 073.50
9999 Sundries & Scaffolding L.S 13.52 1.00 13.52
LABOUR:
0115 Coolie Day 1.55 135.25 209.64
0101 Bhishti Day 0.70 138.45 96.92
TOTAL 2 493.13
TOTAL 2 518.06
15%
Cost for 10 sqm. 2 895.77
Say 289.60

6.12 Half brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth
in:
6.12.2 Cement mortar 1 : 4 (1 cement : 4coarse sand)

Materials :
Cement mortar 1:3 (Rate as per item No. 3.9) cum 0.28 2578.45 721.97
9999 Sundries & Scaffolding L.S 13.52 1.00 13.52
LABOUR:
0115 Coolie Day 1.55 135.25 209.64
0101 Bhishti Day 0.70 138.45 96.92
TOTAL 2 327.61
TOTAL 2 350.89
15%
Say 270.35

216
6.13 Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above
plinth level upto floor V level in


Materials :
9999 Sundries & Scaffolding Day 13.52 1.00 13.52
LABOUR:
0115 Coolie Day 2.00 135.25 270.50
0101 Bhishti Day 0.70 138.45 96.92
Extra labour for lifting materials:
0115 Coolie Day 1.29 135.25 174.47
10 x 0.115 x 0.75 x1.5
TOTAL 2 772.42
TOTAL 2 800.14
15%
Say 322.00

6.13 Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above
plinth level upto floor V level in


Materials :
2602 Brick of class designation 75 1 000 Nos 565.00 1,900.00 1,073.50
9999 Sundries & Scaffolding Day 13.52 1.00 13.52
LABOUR:
0115 Coolie Day 2.00 135.25 270.50
0101 Bhishti Day 0.70 138.45 96.92
Extra labour for lifting materials:
0115 Coolie Day 1.29 135.25 174.47
10 x 0.115 x 0.75 x1.5
TOTAL 2,606.90
TOTAL 2,632.97
15% 394.95
Cost for 10 sqm. 3,027.92
Say 302.80

217
6.14 Extra for half brick masonry in superstructure, above floor V level for every four
floors or part thereof by mechanical means by lifting material using mobile crane.
Details of cost for 59.83 sqm per four floors
0037 Mobile crane. per day 0.125 5000.00 625.00
Fuel consumption per hour = 8 litre.
1235 Diesel oil litre 8.00 30.25 242.00
TOTAL 867.00
TOTAL 875.67
Cost of 59.83 sqm. 1 007.02
Say 16.85

6.15 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third
course of half brick masonry (with F.P.S. bricks)

1002 (a) 6mm dia. M.S. bars (round) 2 Nos. @ 30 quintal 0.132 3100.00 409.20
meter/10sqm. = 60 metre @ 0.22kg/m =13.2
kg-
2205 (B) Carriage of M.S. Bars tonne 0.0132 47.29 0.62
9999 Sundries L.S. 1.82 1.00 1.82
TOTAL 411.64
TOTAL 415.76
15%
Say 47.80

6.16 Tile brick masonry with tite bricks of class designation 100 in foundation and plinth in:
Materials :
1984 Brick tiles of class designation 100 1000 Nos 777.00 1950.00 1 515.15
Cement mortar 1:4(1 Cement: 4 coarse sand) cum 0.40 2578.45 1 031.38
2207 Carriage or brick tiles 1000 Nos 777.00 85.13 66.15
9999 Sundries L.S. 4.55 1.00 4.55
Labour:
0115 Coolie Day 1.54 135.25 208.28
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 3 058.37
TOTAL 3 088.95
15%
Say 3552.30

218

6.16 Tile brick masonry with tite bricks of class designation 100 in foundation and plinth in:


Materials :
1984 Brick tiles of class designation 100 1000 Nos 777.00 1950.00 1 515.15
Cement mortar 1:6(Rate as per item no. 3.11) cum 0.40 2578.45 794.92
2207 Carriage or brick tiles 1000 Nos 777.00 85.13 66.15
9999 Sundries L.S. 4.55 1.00 4.55
Labour:
0115 Coolie Day 1.54 135.25 208.28
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 2 821.91
TOTAL 2 850.13
15%
Say 3 277.65

6.17 Tile brick masonry with machine moulded tile bricks of class designation 125
conforming to IS : 2690 (Part I) -1993 in foundation and plinth in cement mortar
1:6 (1 cement: 6 coarse sand)


MATERIALS
7904 Machine moulded tile bricks of class 1000 Nos 777.00 2 717.00 2111.11
designation 125
2207 Carriage of Brick tiles 1000 Nos 777.00 85.13 66.15
Cement mortar 1:6 (1 cement: 6 coarse sand). cum 0.40 1 987.30 794.92
9999 Sundries L.S. 4.55 1.00 4.55
LABOUR:
0115 Coolie Day 1.54 135.25 208.28
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 3417.87
TOTAL 3452.05
15%
Cost of 1 Cum. 3969.86
Say 3969.85

219
6.18 Tile brick masonry with tile brick of class designation 100 in superstructure above
Plinth level upto floor V level in cement mortar 1:6 (1 cement :6coarse sand).


MATERIALS :
1984 Tile bricks of class designation 100 1000 777.00 1950.00 1515.15
Nos
2207 Carriage of Brick tiles 1000 777.00 85.13 66.15
Nos
Cement mortar 1:6 (1 cement: 6 coarse cum 0.40 1987.30 794.92
sand).(Rate as item no. 3.11)
9999 Sundries L.S. 4.55 1.00 4.55
LABOUR:
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
Extra labour for lifting of materials
0115 Coolie Day 1.13 135.25 152.83
9999 Cost of scaffolding L.S. 33.80 1.00 33.80
TOTAL 3102.33
TOTAL 3133.35
@15%
Say 3603.35

6.19 Extra for tile brick masonry with tile bricks of class designation 100 in superstruc-
ture above floor five level for every four floors or part thereof.


Extra labour element for lifting of materials
(upto floor V level)
0.75x2.00= 1.50
0115 Coolie Day 1.50 135.25 202.88
TOTAL 202.88
TOTAL 204.91
15%
Say 235.65

220

6.20 Tile brick masonry with tite bricks of class designation 100 in plain arch work in
superstructure in cement mortar 1 : 4 ( 1 cement : 4 coarse sand) including centering
and shuttering complete.


MATERIALS
1984 Tile bricks 1000 Nos 777.00 1,950.00 1,515.15
2207 Carriage of Brick tiles 1000 Nos 777.00 85.13 66.15
Cement mortar 1:4 (Rate as per item no 3.9 ) cum 0.35 2,578.45 902.46
9999 Sundries L.S. 5.46 1.00 5.46
Area same as in item no 6.9 sqm 2.25 514.70 1,158.08
(A) Rate as per item no. 5.9.9
9999 Scaffolding L.S. 18.85 1.00 18.85
Labour:
0115 Coolie Day 3.21 135.25 434.15
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 4,359.53
Add 1% for water charges on all except A 32.01
TOTAL 4,391.54
15% on all except A 485.02
Cost of 1 Cum. 4,876.56
Say 4,876.55

6.21 Tile brick masonry with tile bricks of class designation 100 in gauged arch work in
superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) including centring
and shuttering complete.

MATERIALS
1984 Tile bricks 1000 Nos 791.00 1,950.00 1,542.45
2207 Carriage of tiles Brick 1000 Nos 791.00 85.13 67.34
Cement mortar 1:4 (Rate as per item no 3.9 ) cum 0.35 2,578.45 902.46
9999 Sundries and shuttering L.S. 5.46 1.00 5.46
Area same as in item no 6.9
(A) Rate as per item no. 5.9.9 sqm 2.25 514.70 1,158.08
9999 Scaffolding L.S. 18.85 1.00 18.85
Labour:
0115 Coolie Day 5.33 135.25 720.88
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 4,882.86
Add for water charges @1% on all except ‘A’ 37.25
TOTAL 4,920.11
15% on all except ‘A’
Cost of 1 Cum. 5,484.41
Say 5,484.40

221
6.22 Tile brick masonry work 5 cm thick with tile bricks of class designation 100 in
cement mortar in 1:3 (1 cement: 3 coarse sand) in superstructure.

1984 Tile bricks (22.9cmx 11.2cmx5cm) 1000 Nos 377.00 1,950.00 735.15
2207 Carriage of tile bricks 1000 Nos 377.00 85.13 32.09
Cement mortar 1:3 (Rate as per item no. 3.8) cum 0.15 3,169.60 475.44
9999 Sundries and scaffolding L.S. 8.06 1.00 8.06
LABOUR:
0115 Coolie Day 1.88 135.25 254.27
0101 Bhishti Day 0.33 138.45 45.69
TOTAL 1,826.21
TOTAL 1,844.47
Cost of 10 Sqm. 2,121.14
Say 212.10

6.23 Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in ce-
ment mortar in 1:4 (1 cement : 4 coarse sand)

Details of cost for 1sqm. of Honey comb
brick works-Materials :
(1) Brick work, with bricks of class
designation 75, in cement mortar 1:4 (1
Cement: 4 Coarse sand) in superstructure
1 m x 1 x 0.143 m x 4.5/7.5 = 0.069 cum cum 0.069 2,601.90 179.53
Rate as per item no 6.4.1
9999 (A) (2) Extra for delay due to fine work L.S 20.67 1.00 20.67
TOTAL 200.20
TOTAL 200.41
15% on A+B
Say 203.55

6.24 Extra for laying brick work in or under water and/or liquid mud including cost of

Pumping hours = 3 hrs. or 0.375 days.
0011 Hire charge of pump set of capacity 4000 ltr/hr. Day 0.375 300.00 112.50
TOTAL 653.50
TOTAL 660.04

222


Cost of 14 cum. per 0.30m depth 759.05
Cost of 1 cum. per m depth 180.73
Say 180.75

NOTE :- The quantity will be calculated by multiplying the depth measured from sub - soil
water level upto the centre of gravity of brick work under sub - water with the quantity
of brick work in cum executed under the sub - soil water. The depth of cento of
gravity shall be reckoned correct to 0.1m, 0.05m or more shall be taken as 0.1 m and
less than 0.05m ignored.
6.25 Extra for laying brick work in or under foul position.


Mason 1st class Day 0.02 151.50 3.03
0124 Beldar Day 0.25 135.25 33.81
0114 Coolie Day 0.15 135.25 20.29
0115 TOTAL 59.96
TOTAL 60.56
15%
Say 69.65

6.26 Brick work with selected F.P.S. bricks of class designation 75 in exposed brick work
including making horizontal and vertical grooves 10mm wide 12mm deep complete
from ground level upto plinth level in cement mortar 1:6 (1 cement: 6 coarse sand)


2602 Bricks of class designation 75 1000 Nos 494.00 1,900.00 938.60
Cement mortar 1:6(1 cement: 6 coarse cum 0.25 1,987.30 496.82
sand) (Rate as per item no. 3.11)
9999 Sundries including steel/wooden strips for L.S. 16.38 1.00 16.38
making grooves.
Labour:
For selection of bricks
0114 Beldar Day 0.50 135.25 67.62
0115 Coolie Day 1.07 135.25 144.72
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 1,864.50
TOTAL 1,883.14
15%
Say 2,165.60

223
6.27 Brick work with modular bricks of class designation 75 in exposed brick work in-
cluding making horizontal and vertical grooves 10mm wide 12mm deep complete
from ground level upto plinth level in cement mortar 1:6 (1 cement: 6 coarse sand).


MATERIALS :
7900 Modular bricks of class designation 75 1000 Nos 487.00 2,050.00 998.35
Cement mortar 1:6 (1 cement: 6 coarse cum 0.22 1,987.30 437.21
sand (Rate as per item no. 3.11)
9999 Sundries l/c steel/ wooden strips for-making L.S. 16.38 1.00 16.38
grooves
LABOUR:
0115 Coolie Day 1.00 135.25 135.25
0101 Bhishti Day 0.18 138.45 24.92
TOTAL 1,777.94
TOTAL 1,795.72
15%
Cost of 1 Cum. 2,065.08
Say 2,065.10

6.28 Brick work with machine moulded modular bricks of class designation 125 in ex-
posed brick work including making horizontal and vertical grooves 10mm wide 12mm
deep complete from ground level upto plinth level in cement mortar 1:6 (1 cement: 6
coarse sand).


1986 Modular Bricks of class designation 75 1000 Nos 487.00 2,700.00 1,314.90
Cement mortar 1:6(1 cement: 6 coarse cum 0.22 1987.30 437.21
sand (Rate as per item no 3.11)
9999 Sundries including steel/wooden strips for L.S. 16.38 1.00 16.38
making grooves.
Labour:
0115 Coolie Day 1.00 135.25 135.25
0101 Bhishti Day 0.18 138.45 24.92
TOTAL 2,094.49
TOTAL 2,115.43
15%
Say 2,432.75

224
6.29 Brick work with machine moulded F.P.S. bricks of class designation 125 in ex-
posed brick work including making horizontal and vertical grooves 10mm wide 12
mm deep complete from ground level upto plinth level in cement mortar 1:6(1 ce-
ment: 6 coarse sand).


MATERIALS :
7903 Machine moulded modular perforated bricks 1000 Nos 494.00 2,767.00 1,366.9
of class designation 125
Cement mortar 1:6,(1 cement: 6 coarse sand). cum 0.25 1,987.30 496.82
(Rate as per item no 3.11)
9999 Sundries i/c steel /wooden strips for making L.S. 16.38 1.00 16.38
grooves
LABOUR:
0115 Coolie Day 1.37 135.25 185.29
0101 Bhishti Day 0.20 138.25 27.69
TOTAL 2,268.69
TOTAL 2,291.38
15%
Cost of 1 Cum. 2,635.09
Say 2,635.10

6.30 Brick work with machine moulded perforated F.P.S. bricks of class designation 125
conforming IS : 2222-1991 in exposed brick work including making horizontal and
vertical grooves 10mm wide 12 mm deep complete from ground level upto plinth
level in cement mortar 1:6(1 cement: 6 coarse sand).


MATERIALS :
7901 Machine moulded modular perforated bricks 1000 Nos 494.00 3,233.00 1 597.10
Cement mortar 1:6,(1 cement: 6 coarse sand). cum 0.25 1,987.30 496.82
grooves
LABOUR:
0115 Coolie Day 1.37 135.25 185.29
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 2,498.89
TOTAL 2,523.88
15%
Cost of 1 Cum. 2,902.46
Say 2,902.45

225
6.31 Brick work with machine moulded perforated modular bricks of class designation
125 conforming to IS : 2222 -1991 in exposed brick work including making horizontal
and vertical grooves 10 mm wide 12mm deep complete from ground level upto plinth
level in cement mortar 1:6 (1 cement: 6 coarse sand).


MATERIALS :
7902 Machine moulded modular perforated bricks 1000 Nos 487.00 3,200.00 1,558.40
Cement mortar 1:6 (1 cement: 6 coarse sand). cum 0.22 1,987.30 437.21
grooves
LABOUR:
0115 Coolie Day 1.00 135.25 135.25
0101 Bhishti Day 0.18 138.45 24.92
TOTAL 2,337.99
TOTAL 2,361.37
15%
Cost of 1 Cum. 2,715.58
Say 2,715.60
6.32 Brick work with clay fly-ash F.P.S. brick of class designation 75 in superstructure
above plinth level upto floor five level in :
6.32.1 Cement mortar 1:4(1 cement : 4 coarse sand)


Materials :
7008 Clay flyash bricks of class designation 75 1000 Nos 494.00 1412.00 697.53
Cement mortar1: 4 (1 cement: 4 coarse sand) cum 0.25 2,578.45 644.61
(Rate as per item no.3.11)
2201 Carriage of bricks ‘ 1000 Nos. 494.00 141.88 70.09
9999 Sundries L.S. 2.73 1.00 2.73
Labour:
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L .S. 8.97 1.00 8.97
materials above floor two level upto floor V
level (0.75 x 1.5 = 1.13)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 1,985.65
TOTAL 2,005.51
15%
Say 2,306.35

226
6.32 Brick work with clay flyash F.P.S. brick of class designation 75 in superstructure
above plinth level upto floor five level in :
6.32.2 Cement mortar 1:6(1 cement: 6 coarse sand)


Materials :
7008 Clay flyash bricks of class designation 75 1000 Nos 494.00 1,412.00 697.53
Cement mortar 1 : 6(1 cement: 6 coarse sand) cum 0.25 1,987.30 496.82
9999 Sundries L.S. 2.73 1.00 2.73
Labour:
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S 8.97 1.00 8.97
level (0.75x1.5= 1.13)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 1,837.86
TOTAL 1,856.24
15%
Say 2,134.70

6.33 Extra for exposed brick work/clay flyash brick work in superstructure above floor
five level, for each four floors or part thereof.


Details of cost for per cum. per four floor
materials
0.75x2.00=1.50
0115 Day 1.50 135.25 202.88
Coolie
202.88
TOTAL
2.03
Add 1 % for water charges
204.91
TOTAL
30.74
15%
235.65
Cost of 1 Cum.
235.65
Say

227
6.34 Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS: 12894-
2002, class designation 100 average compressive strength in super structure above
plinth level upto floor V level in :

Materials:
7737 Fly ash bricks of class designation 100 1000 Nos 487.00 1,792.00 872.70
Cement mortar 1 : 4 (1 cement: 4 coarse sand) cum 0.22 2,578.45 567.26
(Rate as per Item No. 3.9)
2201 Carriage of bricks’ 1000 Nos 487.00 141.88 69.10
9999 Sundries L.S. 2.73 1.00 2.73
Labour:
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S. 22.36 1.00 22.36
level (0.75x1.5 =1.13)
0115 Coolie Day 1.13 135.25 152.83
TOTAL 2,095.87
TOTAL 2,116.83
15%
Say 2,434.35
6.34 Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS: 12894-
2002, class designation 100 average compressive strength in super structure above
plinth level upto floor V level in :
6.34.2 Cement mortar 1:6(1 cement: 6 Coarse sand)
Materials :
7737 Fly ash bricks of class designation 100 1000 Nos 487.00 1,792.00 872.70
Cement.mortar 1:6 (1 cement: 6 coarse sand) cum 0.22 1,987.30 437.21
Rate as per Item No. 3.11
2201 Carriage of brick’s 1000 Nos 487.00 141.88 69.10
9999 Sundries
Labour: L.S. 2.73 1.00 2.73
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S. 22.36 1.00 22.36
materials above floor two level upto floor V level
0115 Coolie (0.75x1.5= 1.13) Day 1.13 135.25 152.83
TOTAL 1,965.82
TOTAL 1,985.48
15%
Say 2,283.30

228
6.35 Brick work with modular calcium silicate bricks machine moulded conforming to
IS:4139-1989, class designation 100 average compressive strength in super structure
above plinth level upto floor V level in :
Materials :
7738 Calcium silicate bricks of class designation100 1000 Nos 487.00 3,083.00 1,501.42
Cement mortar 1 : 4 (1 cement : 4 coarse sand) cum 0.22 2,578.45 567.26
(Rate as per item No 3.9)
9999 Sundries L.S. 2.73 1.00 2.73
Labour:

0 124 Mason 2nd class Day 0.47 141.60 66.55
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S. 22.36 1.00 22.36
level
O115 Coolie (0.7 x 1.5 = 1.13) Day 1.13 135.25 152.83
TOTAL 2,724.59
TOTAL 2,751.84
15%
Say 3,164.60

6.35 Brick work with modular calcium silicate bricks machine moulded conforming to
IS:4139-1989, class designation 100 average compressive strength in super structure
above plinth level upto floor V level in :
6.35.2 Cement mortar 1:6 (1 cement: 6 Coarse sand)

Materials :
7738 Calcium silicate bricks of class designation 100 1000 Nos 487.00 3,083.00 1501.42
Cement .mortar 1:6(1 cement: 6 coarse sand) cum 0.22 1,987.30 437.21
9999 Sundries L.S. 2.73 1.00 2.73
Labour:
0115 Coolie Day 1.80 135.25 243.45
0101 Bhishti Day 0.20 138.45 27.69
9999 Scaffolding L.S. 22.36 1.00 22.36
level
0115 Coolie (0.75 x 1.5 = 1.13) Day 1.13 135.25 152.83
TOTAL 2,594.54

229


TOTAL 2,620.49
15%
Say 3,013.55

6.36 Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to
IS: 4885 - 1988) in foundation and plinth :
6.36.1 Cement Mortar 1:4(1 cement: 4 coarse sand)
Materials :
7736 Extruded burnt flyash clay sewer bricks 1000 Nos 487.00 3,550.00 1,728.85
Cement mortar 1:4(1 cement: 4 coarse sand) cum 0.22 2,578.45 567.26
9999 Sundries L.S. 2.73 1.00 2.73
Labour:
0115 Coolie Day 1.00 135.25 135.25
0101 Bhishti Day 0.18 138.45 24.92
TOTAL 2,624.84
TOTAL 2,651.09
15%
Say 3,048.75

6.37 Brick work with modular extruded burnt fly ash clay sewer bricks (conforming to IS
: 4885-1988) in arches in foundation and plinth in cement mortar 1:3(1 cement: 3 fine
sand).
Materials :
7736 Extruded burnt flyash clay sewer bricks 1000 Nos 487.00 3,550.00 1,728.85
Cement mortar 1: 3 (1 cement: 3 fine sand). cum 0.25 2,870.00 717.50
9999 Sundries L.S. 2.73 1.00 2.73
(A) Centering and shuttering
(Rate as per item no 5.9.9 SH : RCC) sqm 2.25 514.70 1 158.08
Labour:
0115 Coolie Day 1.86 135.25 251.57
0101 Bhishti Day 0.20 138.45 27.69
TOTAL 4,078.62
Add 1 % for water charges except on A 29.21
TOTAL 4,107.83
15% except on A
Cost per cum 4,550.29
Say 4,550.30

230
6.38 Providing and laying autoclaved aerated cement blocks masonry with 100mm thick
AAC blocks in super structure above plinth level upto floor V level in cement mortar
1:4 (1 cement : 4 coarse sand ) The rate includes providing and placing in position 2
Nos. 6 mm dia M.S. bars at every third course of masonry work.
MATERIALS :
8655 Autoclaved aerated cement (AAC) blocks. cum 1.00 1,650.00 1,650.00
Cement mortar 1:4 cum 0.15 2,578.45 386.77
(Rate as per Item No. 3.9)
2208 Carriage of AAC blocks cum 1.00 53.21 53.21
9999 Sundries L.S 2.73 1.00 2.73
LABOUR:
0115 Coolie Day 1.37 135.25 185.29
0101 Bhishti Day 0.20 138.45 27.69
(A) Reinforcement bars
Rate as per item no 5.22.1 of SH : RCC kg 13.20 41.50 547.80
TOTAL 2,959.01
Add 1 % for water charges except on (A) 24.11
TOTAL 2,983.12
15% except on (A)
Cost of 1 Cum. 3,348.42
Say 3,348.40

6.39 Extra for AAC block masonry in superstructure above floor V level for every four
floors or part there of.
Details of cost for 1 cum per floor
materials.
0115 Coolie (0.75 x 2 = 1.50) Day 1.50 135.25 202.88
TOTAL 202.88
TOTAL 204.91
15%
Say 235.65

6.40 Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum
panels of size 666x500x100mm, made of ‘calcite phosphor of Gypsum fixed with
tongue and groove, jointed with bonding plaster as per manufacturers specifications
in superstructure above plinth level upto floor V level. Gypsum blocks will have a
minimum compressive strength of 9.3 kg/cm2
MATERIAL
8656 Gypsum panel 666 X 500 X 100 mm size. sqm 10.00 544.00 5,440.00
8657 Bonding plaster for Gypsum panel. kg 25.00 50.00 1,250.00
9999 Sundries & scaffolding L.S. 13.52 1.00 13.52
LABOUR

231


0123 Mason (brick layer) 1st class Day 0.50 151.50 75.75
0114 Beldar Day 1.00 135.25 135.25
TOTAL 6,914.52
TOTAL 6,983.67
Add 15% for contractor’s profit and overheads 1,047.55
Cost for 10 sqm 8,031.22
Say 803.10

6.41 Extra for Gypsum panel Partitions in superstructure above floor V level for every
four floors or part thereof.

Details of cost for 10 sqm. per four floor
Extra labour element for lifting of materials
above floor V level.
0115 Coolie Day 1.73 135.25 233.98
Total 233.98
Total 236.32
Say 27.20

6.42 Brick work with mechanised autoclaved flyash lime bricks conforming to I:S 12894 :
2002 of class designation 100 in superstructure above plinth level upto floor V
level in.
6.42.1 Cement mortar 1:4 (1 cement :4 coarse sand).

Details of Cost for 1 cum
MATERIALS
8658 Mechanised Autoclaved flyash lime bricks. 1000 Nos 494.00 2,200.00 1,086.80
Cement morter 1:4 (1 cement: 4 coarse sand). cum 0.25 2,578.45 644.61
9999 Sundries L.S. 2.73 1.00 2.73
0115 Coolie Day 1.37 135.25 185.29
0101 Bhisti Day 0.20 138.45 27.69
TOTAL 2,122.73
TOTAL 2,143.96
Cost for 1 cum 2,465.55
Say 2,465.55

232
6.42 Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894
:2002 of class designation 100 in superstructure above plinth level upto floor V level in.
6.42.2 Cement mortar 1:6 (1 cement :6 coarse sand).
Details of Cost for 1 cum
MATERIALS
8658 Mechanised Autoclaved flyash lime bricks. 1000 Nos 494.00 2,200.00 1,086.80
Cement morter 1:6 (1 cement: 6 coarse sand). cum 0.25 1,987.30 496.82
9999 Sundries L.S. 2.73 1.00 2.73
0115 Coolie Day 1.37 135.25 185.29
0101 Bhisti Day 0.20 138.45 27.69
TOTAL 1,974.94
TOTAL 1,994.69
Cost for 1 cum 2,293.89
Say 2,293.90

6.43 Extra for mechanised autoclave flyash lime bricks conforming to IS: 12894- 1990 of
class designation 100 in superstructure above floor V level for each four floors or
part thereof.
Details of cost for per cum. per four floors
materials
0.75x2.00= 1.50
0115 Coolie Day 1.50 135.25 202.88
TOTAL 202.88
TOTAL 204.91
Cost of 1 Cum. 235.65
Say 235.65

6.44 Brick edging 7cm wide 11.4cm deep to plinth protection with bricks of class
designation 75 including grouting with cement mortar 1:4(1 cement: 4 fine sand).
9999 Excavation and disposal of surplus earth L.S. 2.73 1.00 2.73
2nd class bricks = 42 nos. +
Add wastage @ 10% = 4.2 nos.
= 46.2 nos.
Say 46.00 nos.
Cement mortat 1:4 (Rate as per item no. 3.4) cum 0.0036 2 278.85 8.20
Labour
0155 Mason Day 0.10 146.55 14.66
0114 Beldar Day 0.10 135.25 13.52
0101 Bhisti Day 0.03 138.45 4.15
9999 Sundries L.S. 2.73 1.00 2.73
TOTAL 139.92
TOTAL 141.32
Cost of 10 metres 162.52
Cost of 1 metre 16.25
Say 16.25

233

SUB HEAD : 7.0
STONE WORK

235
7.1 : Random rubble masonry with hard stone in foundation and plinth including
levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone
aggregate 20mm nominal size) at plinth level with :
7.1.1 : Cement mortar 1:6(1 cement: 6 coarse sand)
Materials :
1157 Stone at quarry cum 1.00 332.00 332.00
1154 Through and bond stones 7 nos. 100 Nos 7.00 970.00 67.90
Carriage of stone-
7.00x24cmx24cmx39cm = 0.16 cum.
2215 1 .OOcum. + 0.16 cum. = 1.16 cum. cum 1.16 62.60 72.62
Cement mortar 1:6 (1 cement: 6 Coarse sand) cum 0.33 1987.30 655.81
LABOUR
Rate as per item no. 3.11
0114 Beldar Day 1.07 135.25 144.72
0115 Coolie Day 0.71 135.25 96.03
0101 Bhishti Day 0.09 138.45 12.46
9999 Cement concrete 1:6:12 L.S. 45.76 1.00 45.76
9999 Sundries L.S. 4.42 1.00 4.42
TOTAL 1 583.23
TOTAL 1 599.06
Add ,15% for contractor’s profit and overheads 239.86
Cost of 1 cum. 1 838.92
Say 1 838.90

7.2 : Extra for random rubble masonry with hard stone in superstructure above plinth
level and upto floor five level, including levelling up with cement concrete 1:6:12 (1
cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at window
sills, ceiling level and the like.
9999 Scaffolding etc. L.S. 67.34 1.00 67.34
Labour:
9999 Labour for laying cement concrete L.S. 10.79 1.00 10.79
0125 Mason (2nd class) Day 0.27 141.60 38.23
0114 Beldar Day 0.38 135.25 51.40
Extra labour for lifting of materials upto floor
V level-0.75xl.50= 1.13
0115 Coolie Day 1.13 135.25 152.83
TOTAL 320.59
TOTAL 323.80
Say 372.35

236
7.3 : Extra for random rubble masonry with hard stone in superstructure above floor V
level for every four floors or part thereof
Labour required for lifting of materials
1.0x2.0 = 2.00
0114 Beldar Day 2.00 135.25 270.50
TOTAL 270.50
TOTAL 273.20
Say 314.20

7.4 : Extra for random rubble masonry with hard stone in
7.4.1: Square or rectangular pillars
Labour:
0115 Coolie Day 0.27 135.25 36.52
TOTAL 118.65
TOTAL 119.84
Say 137.80

7.4 : Extra for random rubble masonry with hard stone in
7.4.2 : Circular pillars.
1157 Extra stone cum 0.29 332.00 96.28
2215 Carriage. cum 0.29 62.60 18.15
Labour:
Labour for cutting and dressing stones-
0115 Coolie Day 0.35 135.25 47.34
Total 362.84
Total 366.47
overheads.
Cost of 1 cum 421.44
Say 421.45

237
7.5 : Extra for random rubble masonry with hard stone curved on plan for a mean radius
not exceeding 6 m.
1157 Extra stone cum 0.10 332.00 33.20
2215 Carriage of stone cum 0.10 62.60 6.26
Labour for cutting and dressing stones-
0115 Coolie Day 0.53 135.25 71.68
TOTAL 149.37
TOTAL " 150.86
Say 173.50

7.6 : Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
7.6.1 : Cement mortar 1:6 (1 cement: 6 coarse sand)
Materials-
Cement mortar l:6 (Rate as per item No.3.11) cum 0.30 1 987.30 596.19
1154 Through and bond stone 7 nos. 100 Nos 7.00 970.00 67.90
Carriage of stone
7.00x24cmx24cmx39cm = 0.16 cum.
2215 1.21+0.16=1.37 cum. cum 1.37 62.60 85.76
Labour:
0114 Beldar Day 1.24 135.25 167.71
0115 Coolie Day 0.71 135.25 96.03
0101 Bhisti Day 0.09 138.45 12.46
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 1 741.48
TOTAL 1 758.89
Cost of 1 cum. 2 022.72
Say 2 022.70

7.7 : Coursed rubble masonry (second sort) with hard stone in foundation & plinth with:
7.7.1 : Cement mortar 1:6 (1 cement: 6 coarse sand)
Materials-
Cement mortar l:6 (Rate as per item No.3.11) cum 0.30 1987.30 596.19
1154 Through and bond stones 7 nos. 100 Nos 7.00 970.00 67.90
Carriage of stone
7.00x24cmx24cmx39cm = 0.16 cum.
2215 1.10+0.16 cum = 1.26 cum. cum 1.26 62.60 78.88
Labour:
0114 Beldar Day 1.24 135.25 167.71
0115 Coolie Day 0.71 135.25 96.03

238


0101 Bhisti Day 0.09 138.45 12.46
9999 Sundries L.S. 13.52 1.00 13.52
TOTAL 1 647.11
TOTAL 1 663.58
Cost of 1 cum. 1 913.12
Say 1 913.10

7.8 : Extra for coursed rubble masonry with hard stone (first or second sort) in
superstructure above plinth level and upto floor five level.
9999 Scaffolding etc. L.S. 24.18 1.00 24.18
Labour:
0114 Beldar Day 0.35 135.25 47.34
V level
1.0x1.50= 1.50
0115 Coolie Day 1.50 135.25 202.88
TOTAL 311.22
TOTAL 314.33
Add 15 %for contractor’s profit and overheads 47.15
Say 361.50

7.9 : Extra for coursed rubble masonry with hard stone (first or second sort) in
superstructure above floor V level for every four floors or part thereof.
Details of cost per floor per cum.
Labour required for lifting of material
1.00x2.00=2.00
0114 Beldar Day 2.00 135.25 270.50
TOTAL 270.50
TOTAL 273.20
Say 314.20

7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in :
7.10.1 Square or rectangular pillars
Labour:
0115 Coolie Day 0.27 135.25 36.52
TOTAL 131.39
TOTAL 132.70
Say 152.60

239

7.10 : Extra for coursed rubble masonry with hard stone (first or second sort) in :
7.10.2 : Circular pillars.
1157 Extra stones. cum 0.32 332.00 106.24
Labour:
Labour for cutting and dressing :
0115 Coolie Day 0.35 135.25 47.34
Total 410.08
Add 1 % for water charges. 4.10
Total 414.18
overheads.
Say 476.30
7.11 : Extra for coursed rubble masonry with hard stone (first or second sort) curved on
plan for a mean radius not exceeding 6 m.
1157 Extra stones cum 0.11 332.00 36.52
Labour for cutting and dressing:
0115 Coolie Day 0.53 135.25 71.68
TOTAL 161.82
TOTAL 163.44
Say 187.95
7. 12 : Stone work in plain ashlar in super structure upto floor five level in cement mortar
1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white
cement: 2 stone dust) with an admixture of pigment matching the stone shade :
7.12.1 : One face dressed.
7.12.1.1 : Red sand stone
Details of cost for 10 cudm.
Materials-
Red sand stone
Finished work = 10 cudm.+
Add wastage @ 33.3% = 3.33 cudm.
1160 Total = 13.33 cudm. 10 cudm 13.33 45.00 59.98
Cost of stone
2216 Carriage of stone @ 2.30kg/cudm = tonne 0.031 47.29 1.47
13.33x2.30 = 30.659 kg = tonne
0.031 t.
V level
0.01x1.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
Dressing charges
Labour:

240

0125 Stone mason (plane work) 2nd class Day 0.088 141.60 12.46
0102 Black smith 1 st class Day 0.006 151.50 0.91
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0125 Stone mason (plan work) 2nd class Day 0.044 141.60 6.23
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scafolding L.S. 2.73 1.00 2.73
9999 Mortar for laying and pointing L.S. 8.06 1.00 8.06
TOTAL 121.86
TOTAL 123.08
Cost of 10 cudm. 141.54
Cost of 1 cum. 14,154.00
Say 14,154.00

7.12 : Stone work in plain ashlar in super structure upto floor five level in cement mortar
1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2(1 white
7.12.1 : One face dressed.
7.12.1.2 : White sand stone
Materials-
White sand stone
Total = 13.33 cudm.
1161 Cost of stone 10 cudm 13.33 50.00 66.65
13.33x2.30 = 30.659 kg = tonne
0.031 t.
V level.
0.01x1.50=0.015
0115 Coolie Day 0.015 135.25 2.03
Dressing charges
Labour:
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98

241

0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
TOTAL 128.53
TOTAL 129.82
Add.15% for contractor’s profit and overheads 19.47
Cost of 1 cum. 14,929.00
Say 14,929.00
7.12.2 : Both face dressed.
7.12.2.1 : Red sand stone.
Materials-
Red sand stone
1160 Total = 13.33 cudm. 10 cudm 13.33 45.00 59.98
Cost of stone
13.33x2.30 = 30.659 kg = tonne say
0.031 t.
V level
0.01x1.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
Dressing charges
Labour:
0114 Beldar Day 0.088 135.25 11.90
0115 Coolie Day 0.044 135.25 5.95
0100 Bandhani Day 0.088 138.45 12.18
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scafolding L.S. 2.73 1.00 2.73
TOTAL 150.24
TOTAL 151.74
Cost of 1 cum. 17, 450.00
Say 17, 450.00

242
7.12.2 : Both face dressed.
7.12.2.2: White sand stone
Materials-
White sand stone
Add wastage @ 33.3% = 3'.33 cudm.
Total = 13.33 cudm.
13.33x2.30 = 30.659 kg = tonne say
0.031 t.
Extra labour for lifting of material upto floor
V level.
0.01x1.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
Dressing charges
Labour:
0114 Beldar Day 0.088 135.25 11.90
0115 Coolie Day 0.044 135.25 5.95
0100 Bandhani Day 0.088 138.45 12.18
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
TOTAL 156.91
TOTAL 158.48
Cost of 1 cum. 18, 225.00
Say 18, 225.00

243
7.13 : Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3 coarse sand)
including centring, shuttering and pointing with white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade.
7.13.1 : Red sand stone
Materials-
Red sand stone
Total = 13.33 cudm.
1160 Cost of Stone 10 cudm 13.33 45.00 59.98
13.33x2.30 = 30.659 kg = tonne say
0.031 t.
Dressing charges
Labour:
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
9999 Mortar for laying and pointing L.S 8.06 1.00 8.06
9999 Centering and shuttering L.S 13.52 1.00 13.52
9999 Extra for using white cement L.S 8.06 1.00 8.06
TOTAL 141.41
TOTAL 142.82
Cost of 1 cum. 16 ,424.00
Say 16 ,424.00

7.13 : Stone work plain ashlar in arches in cement mortar 1:3 (1 cement: 3 coarse sand)
i/c centring and shuttering and pointing with white cement mortar 1:2 ( 1 white
cemetn: 2 stone dust) with an admixture of pigment matching the stone shade:
7.13.2 : White sand stone
Materials-
White sand stone
Finished work = 10 cudm.
Total = 13.33 cudm.

244

13.33x2.30=30.659 kg = tonne say
0.031 t
Dressing charges
Labour:
0102 Blacksmith st class Day 0.006 151.50 0.91
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
9999 Centering and shuttering L.S. 13.52 1.00 13.52
9999 Extra for using white cement L.S. 8.06 1.00 8.06
TOTAL 148.08
TOTAL 149.56
Cost of 1 cum. 17, 199.00
Say 17, 199.00
7.14 : Stone work plain ashlar in domes in cement mortar 1:3 (1 cement: 3 coarse sand)
including centring, shuttering and pointing with white cement mortar 1:2 (1 white
7.14.1 Red sand stone
Materials-
Red sand stone
Total = 13.33 cudm.
13.33x2.30=30.659 kg=tonne say 0.031 t
Dressing charges
Labour:
0126 Stone mason (ornamental work) Day 0.176 151.50 26.66
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:

245

0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
9999 Centring and shuttering L.S. 33.15 1.00 33.15
TOTAL 200.16
TOTAL 202.16
Add 15%”Tor contractor’s profit and overheads 30.32
Cost of 1 cum. 23, 248.00
Say 23, 248.00
7.14 : Stone work plain ashlar in domes in cement mortar 1:3 (1 cement: 3 coarse sand)
including c;entring shuttering and pointing with white cement mortar 1:2 (1 white
Materials-
White sand stone
Total = 13.33 cudm.
13.33x2.30=30.659 kg=tonne say 0.031 t
Dressing charges
Labour:
0126 Stone mason (ornamental work) Day 0.176 151.50 26.66
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
9999 Centring and shuttering L.S. 33.15 1.00 33.15
TOTAL 206.83
TOTAL 208.90
Cost of 1 cum. 24, 024.00
Say 24, 024.00

246

7.15 : Stone work ashlar punched (ordinary) in superstructure upto floor five level in
cement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement
mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching
the stone shade.
7.15.1 : Red sand stone.
7.15.1.1: One faced punched.
Materials-
Red sand stone
Total = 13.33 cudm.
13.33x2.30=30.659 kg= tonne say 0.031 t
Dressing charges
Labour:
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
V level= 0.01x1.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
TOTAL 117.75
TOTAL 118.93
Cost of 1 cum. 13677.00
Say 13677.00

mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade.
7.15.1 : Red sand stone.
7.15.1.2 : Double faced punched.
Materials-
Red sand stone

247

1160 Total = 13.33 cudm. 10 cudm 13.33 45.00 59.98
Cost of stone
2216 Carriage of stone @ 2.30kg/cudm tonne 0.031 47.29 1.47
13.33x2.30 = 30.659 kg = tonne say
0.031 t.
V level
0.01x1.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
Dressing charges
Labour:
0102 Black smith 1st class Day 0.012 151.50 1.82
0114 Beldar Day 0.088 135.25 11.90
0115 Coolie Day 0.044 135.25 5.95
0100 Bandhani Day 0.088 138.45 12.18
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scafolding L.S. 2.73 1.00 2.73
TOTAL 142.03
TOTAL 143.45
Cost of 1 cum. 16497.00
Say 16497.00

the stone shade.
7.15.2 : White sand stone.
7.15.2.1: Single face punched.
Materials-
Red sand stone
Total = 13.33 cudm.
13.33x2.30=30.659 kg= tonne say 0.031 t
Dressing charges
Labour:

248

0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0 125 Stone mason (plane work) 2nd class Day 0.044 141.60 6.23
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
Vlevel=0.01xl.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
TOTAL 124.42
TOTAL 125.66
Cost of 1 cum. 14451.00
Say 14451.00

the stone shade.
7.15.2 : White sand stone.
7.15.2.2: Double faced punched.
Materials-
White sand stone
Total = 13.33 cudm.
13.33x2.30 = 30.659 kg = tonne kg say
0.031 t.
Extra labour for lifting of material upto floor
V level.
0.01 x 1.50 = 0.015
0115 Coolie Day 0.015 135.25 2.03
Dressing charges
Labour:
0114 Beldar Day 0.088 135.25 11.90
0115 Coolie Day 0.044 135.25 5.95
0100 Bandhani Day 0.088 138.45 12.18
Fixing charges
Labour:

249

0 102 Blacksmith 1st class Day 0.006 151.50 0.91
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
TOTAL 148..70
TOTAL 150.19
Say 17272.00
7.16 : Extra for stone work, plain ashlar or ashlar punched above floor V level for every
four floors or part thereof.
Details of cost for 10 cudm above floor V level
Labour required for lifting of material
(above floor five level for each additional four
floors) or part thereof.
Extra labour for lifting of materials above floor
V level (0.01 x 2.00 = 0.020)
0114 Beldar Day 0.02 135.25 2.70
TOTAL 2.70
Add 1 % for water charges, 0.03
TOTAL 2.73
Say 314.00

7.17 : Extra for plain ashlar or ashlar punched in :
7.17.1 : Square or rectangular pillars.
9999 Labour and materials L.S. 8.97 1.00 8.97
TOTAL 8.97
TOTAL 9.06
Cost of 1 cum. 1 042.00
Say 1 042.00

7.18 : Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean
radius not exceeding 6 m.
TOTAL 6.24

250

TOTAL 6.30
Say 724.00
7.19 Extra for additional cost of centring for arches exceeding 6m span including all
strutting, bolting, wedging etc. and removal (area of soffit to be measured),
8m)
tan-’(4/3)=53.28°
2x53.28°=106°
Surface area
=2x22/7x5x3.6x106/360=33.3lsqm.
Arc=9.25m
Material:
Tie-2x8x0. 18x0.05 =0.144cum
Struts-2x2.5x0.1x0.1 =0.050cum.
Struts-2x 1.77x0.1x0. l=0.035cum.
Ribs-6x 1.54x0.23x0.1 =0.213cum.
Struts-2xl .72x0.1x0.1 =0.034cum.
Total=0.476cum.
For four such frames
=0.476x4= 1.904 cum.
Iaggings-75x3.6x0.125x0.075=2.531 cum.
Tie-2x3.6x0.225x0.038=0.062cum.
Brace-3x2x2.14x0.225x0.038=0.110
Brace-3x4x3.8x0.225x0.038=0.390
Sleepers-4x3.6x0.20x0.15=0.432
Sleepers-2x4x3.6xO. 175x0.075=0.378
Vertical post-4x4x3.6x0.15x0.15=1.296
Total =7.103cum. -
1197 Qty taken l/8th of qty for cost using once = 10 cudm 887.90 160.00 14 206.40
7.103/8 = 0.8879 cum
Fittings:
3 way straps 50mmxl0mm = 32 Nos.
32 no. @0.50cm each = 16m
Straps-50mmxl0mm = 8 Nos. @0.25cm each
= 2m
Total = 18m
1225 18m, wt @ 3.9kg/m = 70.2 kg. = 0.702q quintal 0.0878 2 900.00 254.62
0.702/8 = 0.08775 Qtl.
1034 Bolts 160 Nos. 254 mm long 16mm dia.- quintal 0.08 4 300.00 344.00
160x.254xl .58=64.21 kg=0.64q.
0.64/8 = 0.08 Qtl.
2302 Carriage of steel = 0.1342t tonne 0.0168 47.29 0.79
0.1342/8 = 0.01677 t
Labour:

251

0112 Carpenter 2nd class Day 28.00 141.60 3 964.80
0114 Beldar Day 24.00 135.25 3 246.00
9999 Sundries L.S. 134.55 1.00 134.55
span
(A) Rate as per item 5.9.9 sqm 33.31 514.70 (-)17 144.66
TOTAL 5 060.49
Add 1 % for water charges on all exept ‘A’ 222.05
TOTAL 5 282.54
Add for contractor’s profit and overheads@ 3 364.08
15 % on all exept ‘A’
Cost of 33.31 sqm. 8 646.62
Cost per sqm of soffit area 259.58
Say 259.60

7.20 : Stone work sunk or moulded or sunk and moulded upto floor five level in cement
mortar 1:6 (1 cement: 6 coarse sand) including pointing with white cement mortar
1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the
stone shade :
Materials-
Red sand stone
Total = 13.33 cudm.
1160 Cost of red sand stone 10 cudm 13.33 45.00 59.98
2216 Cement mortar : Carriage of stone @ tonne 0.031 47.29 1.47
2.30kg/cudm= 13.33x2.30 = 30.659 kg =
0.031 t.
Dressing charges
Labour:
0102 Blacksmith 1 st class Day 0.006 151.50 0.91
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
V level
0.01x1.50=0.015
0115 Coolie Day 0.015 135.25 2.03
TOTAL 158.67

252


TOTAL 160.26
AddJWo for contractor’s profit and overheads 24.04
Cost of 1 cum. 18430.00
Say 18430.00

7.20 : Stone work sunk or moulded or sunk and moulded upto floor five level in cement
mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar
stone shade
Materials-
Red sand stone
Total = 13.33 cudm.
13.33x2.30=30.659kg=0.031t.
Dressing charges
Labour:
0114 Beldar Day 0.044 135.25 5.95
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.044 138.45 6.09
Fixing charges
Labour:
0114 Beldar Day 0.022 135.25 2.98
0115 Coolie Day 0.022 135.25 2.98
0100 Bandhani Day 0.022 138.45 3.05
0101 Bhishti Day 0.022 138.45 3.05
9999 Scaffolding L.S. 2.73 1.00 2.73
V level
0.01x1.50=0.015
0115 Coolie Day 0.015 135.25 2.03
TOTAL 165.34
TOTAL. 166.99
Add 15%”for contractor’s profit and overheads 25.05
Cost of 1 cum. 19 204.00
Say 19 204.00

253

7.21 : Extra for stone work sunk or moulded or sunk and mlded or carved in :
7.21.1 : Triangular or Square or rectangular pillars
9999 Labour L.S. 11.70 1.00 11.70
TOTAL 11.70
TOTAL 11.82
Cost of 1 cum. 1 359.00
Say 1 359.00

7.21 : Extra for stone work sunk or moulded or sunk and moulded or carved in :
7.21.2 : Circular or polygonal pillars -
9999 Labour L.S. 33.15 1.00 33.15
TOTAL 33.15
TOTAL 33.48
Cost of 1 cum. 3 850.00
Say 3 850.00

7.22 : Extra for stone work sunk or moulded in cornices.
Details of cost for a cornice 30cm long 60cm
deep and 15cm projection
Extra labour:
0125 Stone mason (2nd class) Day 0.50 141.60 70.80
0114 Beldar Day 0.75 135.25 101.44
TOTAL 172.24
TOTAL 173.96
Cost of 30cm long 60cm deep and 15cm girth 200.05
Cost of per metre per cm girth 8.89
Say 8.90

7.23 : Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled
with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including
pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture
of pigment matching the stone shade : (To be secured to the backing by means of
cramps which shall be paid for separately):
7.23.1 : Red sand stone - exposed face fine dressed with rough backing.
7.23.1.1 : 70 mm thick.
Materials-
Finished work = 70 cudm. +
Total = 93.33 cudm.

254

Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0125 Stone mason (for plain work) 2nd class Day 0.448 141.60 63.44
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
1237 Cutting sand stone slab by mechanical device metre 4.00 6.00 24.00
9999 Scaffolding L.S. 19.76 1.00 19.76
Mortar for laying and pointing cum 0.018 3 169.60 57.05
(Rate as per item No 3.8 of S.H. mortar)
TOTAL 1 077.70
TOTAL 1 088.48
Say 1 251.75

pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an
admixture of pigment matching the stone shade : (To be secured to the backing by
means of cramps which shall be paid for separately):
7.23.1.2: 60 mm thick.
Materials-
Add wastage @ 33.3% = 20 cudm.
Total = 80 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52

255


0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
Mortar for laying and pointing (Rate as cum 0.018 3 169.60 57.05
per item no.3.8)
TOTAL 1 016.25
TOTAL 1 026.41
Cost of 1 sqm. 1 180.37
Say 1 180.35

7.23.1.3: 50 mm thick.
Materials-
Total = 66.7 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
(Rate as per item No 3.8 fo SH- mortar)
TOTAL 954.94
TOTAL 964.49
Cost of 1 sqm. 1 109.16
Say 1 109.15

256
7.23.1.4: 40 mm thick.
Materials-
Total = 53.33 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
(Rate as per item No 3.8 of SH - mortar)
TOTAL 893.35
TOTAL 902.28
Cost of 1 sqm. 1 037.62
Say 1 037.60

7.23.1.5: 30 mm thick.
Materials-
Add wastage @ 33.3% = 9.99cudm.
Total = 39.99 cudm.

257

Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
(Rate as per item No 3.8 of SH. mortar)
TOTAL 831.86
TOTAL 840.18
Say 966.20

7.23.2 : Red sand stone - Exposed face machine cut and table rubbed with rough backing.
7.23.2.1: 70 mm thick
Materials-
Total = 93.33 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44

258

0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
(Rate as per item No. 3.8 of SH- mrtar)
TOTAL 1 350.17
TOTAL 1 363.67
Cost of 1 sqm. 1 568.22
Say 1 568.20

admixture of pigment matching the stone shade : (To be secured to the backing
by_ means of cramps which shall be paid for separately):
7.23.2.2: 60 mm thick
Materials-
Total = 80 cudm.
1160 Cost of stone 10 cudm 80 45.00 360.00
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 135.25 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
(Rate as per item No. 3.8 of SH- mortar)
TOTAL 1 288.72
TOTAL 1 301.61
Cost of 1 sqm. 1 496.85
Say 1 496.85

259
means of cramps which shall be paid for separately): r
7.23.2.3: 50 mm thick
Materials-
Total = 66.7 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0101 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1 227.41
TOTAL 1 239.68
Cost of 1 sqm. 1 425.63
Say 1 425.65

7.23.2.4: 40 mm thick
Materials-
Total = 53.33 cudm.

260

Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1 165.82
TOTAL 1 177.48
Cost of 1 sqm. 1 354.10
Say 1 354.10

7.23.2.5: 30 mm thick
Materials-
Add wastage @ 33.3% - 9.99cudm.
Total - 39.99 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44

261


0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1 104.33
TOTAL I 115.37
Cost of 1 sqm. 1 282.68
Say 1 282.70

7.23.3 : White sand stone - exposed face fine dressed with rough backing .
7.23.3.1: 70 mm thick.
Materials-
Total = 93.33 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
1237 Cutting sand stone slab thick by mechanical metre 4.00 6.00 24.00
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1 124.37
TOTAL 1 135.61
Cost of 1 sqm. 1 305.95
Say 1 305.95

262

7.23.3.2: 60 mm thick.
Materials-
Total = 80 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
C100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1 056.25
TOTAL 1 066.81
Cost of 1 sqm. 1 226.83
Say 1 226.85

7.23.3.3: 50 mm thick.
Materials-
Add wastage @ 33.3% = 1,6.7 cudm.
Total = 66.7 cudm.

263

2216 Carriage of stone @ 2.30 kg/cudm. tonne 0.153 47.29 7.24
Dressing charges
Labour:
0114 Beldar Day 0.224 151.50 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 988.29
TOTAL 998.17
Cost of 1 sqm. 1 147.90
Say 1 147.90

7.23.3.4: 40 mm thick.
Materials-
Total = 53.3 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:

264

0101 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 919.87
TOTAL 929.07
Cost of 1 sqm. 1 068.43
Say 1 068.45

7.23: Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled
7.23.3.5: 30 mm thick.
Materials-
Total = 39.99 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.224 135.25 30.30
0115 Coolie Day 0.112 135.25 15.15
0100 Bandhani Day 0.224 138.45 31.01
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
(Rate as per item No. 3.8 of SH.Mortar)
TOTAL 851.85
TOTAL 860.37
Say 989.45

265
7.23.4 : White sand stone - Exposed face machine cut and table rubbed with rough backing.
7.23.4.1: 70 mm thick.
Materials-
Add wastage @ 33.3% = 23,.33 cudm.
Total = 93.33 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
1237 Cutting sand stone slab thick by mechanical
device metre 4.00 6.00 24.00
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1396.84
TOTAL 1410.81
Say 1622.45

7.23 Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled
7.23.4 White sand stone - Exposed face machine cut and table rubbed with rough backing.
7.23.4.2 60 mm thick.
Materials-
Total = 80 cudm.

266

1161 Cost of stone 10 cudm 80 50.00 400.00
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.0 19.76
Mortar for laying and pointing cum 0.018 3169.60 57.05
TOTAL 1 328.72
TOTAL 1 342.01
Cost of 1 sqm. 1 543.31
Say 1 543.30

7.23.4.3 50 mm thick.
Materials-
Total = 66.7 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:

267

0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1260.76
TOTAL 1 273.37
Cost of 1 sqm. 1 464.38
Say 1 464.40

268
7.23.4.4 40 mm thick.
Materials-
Add wastage @ 33.3% = 1,3.3 cudm.
Total = 53.3 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1192.34
TOTAL 1204.26
Say 1384.90

7.23.4.5 30 mm thick.
Materials-

269

Total = 39.99 cudm.
Dressing charges
Labour:
0114 Beldar Day 0.448 135.25 60.59
0115 Coolie Day 0.224 135.25 30.30
0100 Bandhani Day 0.448 138.45 62.03
Fixing charges
Labour:
0100 Bandhani Day 0.336 138.45 46.52
0114 Beldar Day 0.336 135.25 45.44
0115 Coolie Day 0.336 135.25 45.44
0101 Bhisti Day 0.336 138.45 46.52
device
9999 Scaffolding L.S. 19.76 1.00 19.76
TOTAL 1 124.32
TOTAL 1 135.56
Cost of 1 sqm. 1 305.89
Say 1 305.90

7.24 : Extra for stone work (veneer work) curved on plan with a mean radius not
exceeding 6 m.
TOTAL 8.97
TOTAL 9.06
Add l5% for contractor’s profit and overheads 1.36
Say 1042.00

7.25 : Providing and fixing stainless steel cramps of required size and shape for anchoring
stone wall lining to the backing or securing adjacent stones in stone wall lining in
cement mortar 1:2(1 cement: 2 coarse sand) including making the necessary chases
in stone and holes in walls wherever required.
Details of cost for one cramp
Materials:
Stainless steel cramp
12.4x10-6 x7850 = 0.097kg
Add wastage @ 10% = 0.010kg.
= 0.107 kg.

270


7339 Stainless steel cramp kilogram 0.107 280.00 29.96
9999 Carriage L.S. 3.90 1.00 3.90
CM. 1:2 (lcement :2 Coarse sand). cum 0.001 3864.25 3.86
(Rate as per this No. 3.7)
9999 Labour or fixing m position L.S. 6.50 1.00 6.50
TOTAL 44.22
TOTAL 44.66
Cost for 0.097 kg. 51.36
Cost per kg 529.48
Say 529.50

7.26 : Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per
design in cement mortar 1:2 (1 cement: 2 coarse sand) including making the necessary
chases.
Details of cost for one dowel
9999 Cost of stone including carriage L.S. 9.10 1.00 9.10
Labour for dressing dowel cutting chase and
fixing etc.
9999 Labour for dressing dowel cutting chase and L.S. 5.33 1.00 5.33
fixing etc.
CM. 1:2 (1cement: 2 coarse sand). cum 0.001 3864.25 3.86
( Rate as per items No. 3.7)
TOTAL 18.29
TOTAL 18.47
Cost of each dowel 21.24
Say 21.25

7.27 : Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent
stones in stone wall lining in cement mortar 1:2(1 cement: 2 coarse sand) including
making the necessary chases.
Details of cost for one copper pin-
Materials-
0873 Copper pins 6 mm dia 7.5 cm long each 1.00 7.50 7.50
9999 Labour for making pin in to required shape L.S. 3.90 1.00 3.90
and size, cutting chases in stone and fixing in
position
CM. 1:2 (1 cement: 2 coarse, sand). cum 0.001 3 864.25 3.86
9999 Sundries including hire charges of hand cut cum 1.95 1.00 1.95
machine etc.
TOTAL 17.21
TOTAL 17.38
Cost of one copper pin 19.99
Say 20.00

271
7.28 : Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide
beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4
coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each
stone and supported on and including with bricks cove of class designation 75 in
cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar
stone shade:
7.28.1 : Red sand stone:
7.28.1.1: With F.P.S Bricks
Details of cost for a chajja 2.00 sqm. (finished
work)
Materials-
Red sand stone slab 40mm (average
thickness)-Chisel dressed 80cm sloping length
plus 20cm bearing Area = 2.5xl.00=2.50sqm.
1164 Cost of stone sqm 2.75 120.00 330.00
2216 Carriage @ 2.3kg/cudm. tonne 0.253 47.29 11.96
Labour for dressing:
0 125 Mason (2nd class) Day 0.50 141.60 70.80
1002 Anchoring steel bars 12mm dia. 45cm long 5 quintal 0.02 3100.00 62.00
nos. @ 0.80kg/m = 0.02q
9999 Cutting threads and cost of nuts, washers, etc. L.S. 67.34 1.00 67.34
Mortar for pointing 1:2(1 Cement: 2 Stone cum 0.009 3 959.25 35.63
dust) (Rate as per items no. 3.12)
9999 Pigment L.S. 6.24 1.00 6.24
9999 Extra cost of white cement L.S. 26.91 1.00 26.91
Labour:
0125 Stone mason (Plain) 2nd class Day 1.00 141.60 141.60
0114 Beldar Day 1.50 135.25 202.88
9999 Scaffolding and sundries etc. L.S. 16.12 1.00 16.12
Brick cover support 4 courses with bricks of
4x7+5+5=38cm girth 2.5m length
=38cmx2.5m=95cm
9999 Cost of Brick cover support. L.S. 104.00 1.00 104.00
Brick work in triangular gap above cover with
bricks of class designation 7.5 in cement
mortar 1:4-1/2x2.5x0.2x0.07=0.018cum.
(B) Rate as per Item no. 6.1.2 SH: Brick work. cum 0.018 2121.75 38.19
TOTAL 1 113.67
Add for water charges @ 1% on all except 10.75
(B)
TOTAL 1 124.42
15% on all except (B)
Cost of 2 sqm. 1 287.35
Say 643.70

272
7.28 : Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide
beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4
coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in each
stone and supported on and including with bricks cove of class designation 75 in
cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar
stone shade:
7.28.2 : White sand stone:
7.28.2.1: With F.P.S. bricks
Details of cost for a chajja 2.00 sqm. (finished
work)
Materials-
White sand stone slab 40mm (average
thickness)-Chisel dressed 80cm sloping length
plus 20cm bearing Area = 2.5x1.00=2.50sqm.
1165 Cost of stone sqm 2.75 140.00 385.00
1002 Anchoring steel bars 12mm dia. 45cm long 5 quintal 0.02 3100.00 62.00
nos. @ 0.80kg/m = 0.02q
9999 Cutting threads and cost of nuts, washers, etc. L.S. 67.34 1.00 67.34
Mortar for pointing 1:2 (1 Cement: 2 Stone cum 0.009 3 959.25 35.63
dust)(Rate as per items no. 3.12)
9999 Pigment L.S. 6.24 1.00 6.24
Labour:
0125 Stone mason (Plain) 2nd class Day 1.00 141.60 141.60
0114 Beldar Day 1.50 135.25 202.88
Brick cover support 4 courses with bricks of
4x7+5+5=38cm girth 2.5m length
=38cmx2.5m=95cm
9999 Cost for Brick cover support . L.S. 104.00 1.00 104.00
Brick work in triangular gap above cover with
bricks of class designation 5 in cement mortar
1:4-1 /2x2.5x0.2x0.07=0.018cum.
(B) Rate as per Item no. 6.1.2 SH: Brick work. cum 0.018 2121.75 38.19
TOTAL 1 168.67
Add for water charges @ 1% on all except 11.30
(B)
TOTAL 1 179.97
15% on all except (B)
Cost of 2 sqm. 1 351.24
Say 675.60

273
7.29 : Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1 cement: 4 coarse sand) including pointing in
white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of
pigment matching the stone shade.:
Details of cost for (2.5x0.75m) 1.875 sqm.
Materials-
Taking 2.5mx75cm projection + 15cm bearing
= 2.5x0.9 = 2.25 sqm.
1164 Cost of stone sqm 2.25 120.00 270.00
0125 Mason (2nd class) for stone work Day 0.45 141.60 63.72
9999 Mortar for pointing 1:2 L.S. 53.82 1.00 53.82
9999 Pigment L.S. 6.24 1.00 6.24
Labour:
0114 Beldar Day 0.80 135.25 108.20
TOTAL 638.10
Add for water charges @ 1% 6,38
TOTAL 644.48
15%
Cost of 1.875 sqm. 741.15
Say 395.30

7.29 : Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1 cement: 4 coarse sand) including pointing in
white cement mortar 1:2(1 white cement: 2 stone dust) with an admixture of pigment
matching the stone shade.
Details of cost for (2.5x0.75m) 1.875 sqm.
Materials-
Taking 2.5mx75cm projection + 15cm bearing
= 2.5x0.9 = 2.25 sqm.
1165 White sand stone slab 40 mm thick sqm 2.25 140.00 315.00
(un-dressed)
0125 Mason (2nd class) for stone work Day 0.45 141.60 63.72
9999 Mortar for pointing 1:2 L.S. 53.82 1.00 53.82
9999 Pigment L.S. 6.24 1.00 6.24
Labour:
0114 Beldar Day 0.8 135.25 108.20
TOTAL 683.10
TOTAL 689.93

274

15%
Cost of 1.875 sqm. 793.42
Say 423.15

7.30 : 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone
brackets, fixed in walls with cement mortar 1:4(1 cement: 4 coarse sand) including
finishing complete.
Detail of cost for window 1.6m length and
0.70m width = 1.12 sqm.
Materials:
Red stone slab (chisel dressed) 30mm average
thickness overall width 0.70+0.15=0.85
metres
Total area = 1.6x0.85=1.36sqm.
Red stone brackets (chisel dressed) 30mm
average thickness over all width of brackets
0.53+0.23=0.76m
2x0.3x0.76=0.46
Total 1.36+0.46 =1.82sqm.
Add wastage @10% = 0.18sqm.
1166 Total = 2.00 sqm. sqm 2.00 97.00 194.00
2216 carriage tonne 0.14 47.29 6.62
9999 Cement mortar 1 :4 L.S. 13.52 1.00 13.52
Labour for dressing and fixing
0125 Stone mason (plainy2nd class Day 0.86 141.60 121.78
0114 Beldar Day 0.50 135.25 67.62
TOTAL 403.54
TOTAL 407.58
15% 61.14
Say 418.50

7.31 : Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded
including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and
dowel bars 7.5 cm long 6 mm dia as per design.
Details of cost for 1 bracket
Quantity of stone for 1 bracket
1 x 55 x 22.5 x 45cm = 0.056cum or 56 cudm.
Red sand stone = 56 cudm.
Add wastage 10% = 5.6 cudm.
Total =61.6 cudm.
2216 Carriage @ 2.3kg/ cudm. tonne 0.14 47.29 6.62
Dressing charges
LABOUR
0125 Stone mason (plain work) 2nd class Day 1.7926 141.60 253.83

275

0114 Beldar Day 0.271 135.25 36.65
0115 Coolie Day 0.1355 135.25 18.33
0100 Bandhani Day 0.271 138.45 37.52
0373 Cost of Gun metal cramps 25x6mm x30 cm each 4.00 53.00 212.00
long
Fixing charges
Labour
0125 stone mason (plain work) 2nd class Day 0.2464 141.60 34.89
0114 Beldar Day 0.1232 135.25 16.66
0115 Coolie Day 0.1232 135.25 16.66
0100 Bandhani Day 0.1232 138.45 17.06
0101 Bhisti Day 0.1232 138.45 17.06
9999 Scaffolding L.S. 15.29 1.00 15.29
Extra labour for ornamental finish :
0126 Stone mason (ornamental) Day 0.95 151.50 143.92
TOTAL 1 159.53
TOTAL 1 171.13
Add 15% for contractor’ s profit and 175.67
overheads
Cost for 1 Bracket 1 346.80
Say 1 346.80

7.32 : Stone work, plain in copings, cornices, string courses and plinth courses, upto 75
mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with
white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment
matching the stone shade.
7.32.1: Red sand stone
Details of cost for cornices (30cm long 30cm
deep and 7.5cm project-iron) = 6.75cudm.
Materials:
Stone work plain ashlar cyclopean
3x3x0.75 - 6.75 cudm
Rate as per item no 7.12.1.1 of SH : Stone 1000 cudm 6.75 14154.00 95.54
Work
9999 (A) Extra for using white cement L.S. 5.33 1.00 5.33
Extra labour for making the cornices
0125 (A) Stone mason (2nd class) Day 0.07 141.60 9.91
0114 (A) Beldar Day 0.07 135.25 9.47
TOTAL 120.25
TOTAL 120.50
15% on (A+B)
Cost of 6.75 cudm. 124.24
Cost per cum. 18 405.93
Say 18 406.00

276
7.32 : Stone work, plain in copings, cornices, string courses and plinth courses, upto 75
mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with
white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.
Details of cost for cornices (30cm long 30cm
deep and 7.5cm project-iron) = 6.75cudm.
Materials:
Stone work plain ashlar cyclopean
3x3x0.75 = 6.75 cudm
Rate as per item no 7.12.1.2 of SH : Stone Work 1000cudm 6.75 14929.00 100.77
9999 (A) Extra for using white cement L.S. 5.33 1.00 5.33
Extra labour for making the cornices
0125 (A) Stone mason (2nd class) Day 0.07 141.60 9.91
0114 (A) Beldar Day 0.07 135.25 9.47
TOTAL 125.48
Add for water charges @ 1 % on ‘A’ 0.25
TOTAL 125.73
15 % on (A+B)
Cost of 6.75 cudm. 129.47
Say 19181.00

7.33 : Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement mortar 1:2(1 white
cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali
slab without any chamfers etc.
Details of cost for lsqm-
Materials:
Red sand stone slab 40mm=1.00 sqm
Add 10% wastage Total =0.10/1.10
1164 Red sand stone slab 40mm sqm 1.10 120.00 132.00
2216 Carriage of stone slab tonne 0.101 47.29 4.78
Labour:
For making, dressing and fixing
0125 Mason (plain) 2nd class Day 12.70 141.60 1 798.32
0114 Beldar Day 8.45 135.25 1 142.86
9999 Mortar and Sundries L.S. 80.73 1.00 80.73
TOTAL 3 158.69
TOTAL 3 190.28
Cost of 1 sqm. 3 668.82
Say 3 668.80

277
7.33 : Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement mortar 1:2(1 white
cement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali
slab without any chamfers etc.
Details of cost for lsqm-
Materials:
White sandstone slabx40mm = 1.00 sqm
Add 10% wastage Total =0.10/1.10 sqm
1165 White sand stone slab 40mm sqm 1.100 140.00 154.00
2216 Carriage of stone slab tonne 0.101 47.29 4.78
Labour:
For making, dressing and fixing
0125 Mason (plain) 2nd class Day 12.70 141.60 1 798.32
0114 Beldar Day 8.45 135.25 1 142.86
9999 Mortar and Sundries L.S. 80.73 1.00 80.73
TOTAL 3 180.69
TOTAL 3 212.50
Cost of 1 sqm. 3 694.38
Say 3 694.40

7.34 : Extra for laying stone work in or under water and/or liquid mud including cost of
0011 pumping hours = 3 hrs. on 0.375day. Day 0.375 300.00 112.50
TOTAL 653.50
TOTAL 660.04
15%
Cost of 14cum. per 0.30m depth 759.05
Say 180.75

7.35 : Extra for laying stone work in or under foul position.”
0114 Beldar Day 0.25 135.25 33.81
0115 Coolie Day 0.15 135.25 20.29
TOTAL 59.96
TOTAL 60.56
15%
Say 69.65

278
7.36 : Wall lining butch work upto 10.00m height with Dholpur stone 40 mm thick rough
facing on the exposed surface with stone strips of minimum length 300 mm and
required width including embedding every tenth layer and bottom most layer in
masonry or concrete after making necessary chases of size 75x75mm and by
providing layer of 75mm thick strips i/c 12mm thick bed of cement mortar 1:3
(1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement :
2 stone dust) with an admixture of pigment to match the shade of stone complete as
per direction of Engineer-in-charge.
Details of cost for lsqm.
Dholpur stone 40mm thick
Wall face = l.OOsqm.
Deduct for embed within 3x0.04x0.10=0.12 sqm
= 0.88sqm.
Add wastage 5% = 0.04sqm.
Total = 0.92 sqm.
1165 Cost of stone sqm 0.92 140.00 128.80
75mm thick 3x0.04x1.0 = 0.12 sqm.
Add wastage 5% = 0.01 sqm.
Total =0.13 sqm.
1163 Cost of stone sqm 0.13 256.00 33.28
Carriage of stone
0.92x0.04 =0.0368 cum.
0.13x0.075 =0.0100 cum.
= 0.0468 cum. or 468 cudm.
468 cudm @ 2.3 kg/cudm = 108 kg = 0.108
tonne
2216 Carriage of stone tonne 0.108 47.29 5.11
1237 Cutting stips of stone and giving rough finish metre 20.00 6.00 120.00
assuming 50mm thick strips 20x1.0 = 20
metre
Mortar with coarse sand 1:3 for
(a) stone backing 12mm thick = 0.0144 cum.
(b) for fixing of stone = 0.40/25 - 0.0160 cum.
Total = 0.0304 cum.
Cement Mortar (Rate as per items No. 3.8) cum 0.0304 3 169.60 96.36
Cutting chases and making good with mortar
after insurting stone etc.
(A) Rate as per item no. 18.78 of S.H metre 3.00 36.65 109.95
Miscellaneous
9999 White cement and pigment for pointing L.S. 40.43 1.00 40.43
Labour:
0114 Beldar Day 0.50 135.25 67.62
0101 Bhisti Day 0.03 138.45 4.15
9999 Sundries and scaffolding brushes etc. L.S. 26.91 1.00 26.91
TOTAL 705.89
Add for water charges @ 1% on all except ‘A’ 5.96
TOTAL 711.85
15% on all except ‘A’
Say 802.15

279

7.37 : Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer
work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3
coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust) including
rubbing and polishing complete. (To be secured to the backing by means of cramps
which shall be paid for separately)
7.37.1: Kota stone slabs exposed face dressed and rubbed.
7.37.1.1: 25 mm thick.
Materials :
25mm thids. kota stoneslabs = 10 sqm.
Add 15% wistage = 1.50 sqm
Total 11.50 sqm
1169 Kotastone slab 25mm thick. Sqm. 11.50 150.00 1725.00
2216 Carriage tonne 0.67 47.29 31.68
Cement Mortar 1 : 3 cum 0.144 3169.60 456.42
(Rate as per item 3.8 of S.H. mortar)
9999 Cement mortar for pointing. L.S. 40.43 1.00 40.43
Labour:
0114 Beldar Day 6.5 135.25 879.12
0115 Coolie Day 4.30 135.25 581.57
0139 Beldar for rubbing and polishing (special rate) Day 10.8 138.45 1495.26
9999 Sundries L.S. 111.54 1.00 111.54
TOTAL 6241.42
TOTAL 6303.83
Say 724.95

280
7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12mm
thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in
white cement with an admixture of pigment to match the stone shade.
7.38.1 8mm thick (mirror polished and machine cut edge)
7.38.1.1 Granite stone of any colour and shade.

Details of cost for l0 sqm.
Materials :
ton thickgranite stone tile =
10.00 sqm.+Add 2.5% wastage = 0.25 sqm
2750 Total =210 sqm 10.25 555.00 5688.75
9999 Carriage of granite tiles L.S. 40.04 1.00 40.04
Cement mortar 1:3 cum 0.14 3169.60 443.74
0367 Cement slurry @ 3.3 kg/sqm. tonne 0.033 4500.00 148.50
9999 Mortar for pointing in white cement L.S. 25.74 1.00 25.74
Labour for placing and fixing :
0114 Beldar Day 7.70 135.25 1041.42
9999 Granular sand particles mixed with araldite to L.S. 260.00 1.00 260.00
be pasted on each side to form interlocking
arrangement with cement plaster
9999 Sundries L.S. 171.60 1.00 171.60
TOTAL 8986.34
TOTAL 9076.20
Say 1043.75

7.38: Stone tile work for wall lining upto 10 m height with special adhesive over 12mm
thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in
white cement with an admixture of pigment to match the stone shade.
7.38.1: 8mm thick (mirror polished and machine cut edge)
7.38.1.2: Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble,
Materials :
8mm thick Raj Nagar white stone tile =
10.00sqm.+Add 2.5% westage = 0.25 sqm
7439 Total = 10.25sqm. sqm 10.25 430.00 4 407.50
9999 Carriage of Raj Nagar white stone tiles L.S. 40.04 1.00 40.04
Cement mortar 1:3 cum 0.14 3169.60 443.74
0367 Cement slurry @ 3.3 kg/sqm. tonne 0.033 4500.00 148.50
9999 Mortar for pointing in white cement L.S. 25.74 1.00 25.74
Labour for placing and fixing :
0123 Mason 1st class Day 7.70 151.50 1 166.55
0114 Beldar Day 7.70 135.25 1 041.42
9999 Granular sand particles mixed with araldite to L.S. 260.00 1.00 260.00
be pasted on each side to form interlocking
arrangement with cement plaster
9999 Sundries L.S. 171.60 1.00 171.60

281

TOTAL 7 705.09
TOTAL 7 782.14
Add 15%for contractor’s profit and overheads 1 167.32
Say 894.95

7.39 Extra for stone work for wall lining on exterior walls of height more than 10 m from
ground level for every additional height of 3 m or part there of.
Detail of cost for 10 sqm
MATERIALS
9999 Scaffolding L.S. 215.28 1.00 215.28

0114 Belder 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
TOTAL 354.18
Cost of 10.00 sqm 407.31
Cost of 1.00 sqm 40.73
Say 40.75

7.40 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw
cut stone with (machine cut edges) of uniform colour and size upto lmxlm, fixed to
structural steel frame work and/ or with the help of cramps, pins etc. and sealing
the joints with approved weather sealant as per Architectural drawing and
direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and
pins etc. shall be paid for separately.)
7.40.1 Red sand stone.
Materials-
Red sand stoge = 3 X1.00 sqm = 3.00 sqm
Add wastage 25% = 0.75 sqm total=3.75
Add 20% wastage infixing due to broken edge
= 0.60 sqm
Total = 4.35 sqm
8683 Red sand stone gang saw cut 30mm thick. sqm 4.35 325.00 1413.75
1237 Cutting marble or sand stone slab upto 50 mm metre 10.00 6.00 60.00
thick by mechanical device
9999 backing rod L.S. 30.68 1. 00 30.68
9999 Fixing including weather sealant and removing L.S. 153.40 1. 00 153.40
9999 Double scafolding L.S. 204.75 1.00 204.75
0126 Mason (for ornamental stone work) 1 st class Day 2.00 151.50 303.00

282

0114 Beldar Day 4.00 135.25 541.00
Labour for lifting stone
0114 Beldar Day 1.00 135.25 135.25
9999 Silicon gun/ pump etc. L.S. 204.75 1.00 204.75
Labour for sealing
0116 Fitter (grade 1) Day 0.25 151.50 37.88
0114 Beldar Day 0.50 135.25 67.62
9999 Sundries L.S. 204.75 1.00 204.75
9999 Rubing and polishing vertical surface of stone L.S. 51.22 1.00 51.22
cladding
TOTAL 3 418.22
TOTAL 3 452.40
Cost of 3 sqm 3 970.26
Say 1 323.40

7.40 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone
with (machine cut edges) of uniform colour and size upto lmxlm, fixed to structural steel
frame work and/ or with the help of cramps, pins etc. and sealing the joints with
approved weather sealant as per Architectural drawing and direction of Engineer-
in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for
separately.)
7.40.2 White sand stone
Materials-
White sand stone = 3.00sqm
Add wastage 25% = 0.75 sqm =3.75 sqm.
Add 20% wastage infixing due to broken edge
= 0.60 sqm
Total = 4.35 sqm
8684 White sand stone gang saw cut 30mm thick. sqm 4.35 360.00 1 566.00
1237 Cutting marble or sand stone slab upto 50 mm metre 10.00 6.00 60.00
thick by mechanical device
Carriage of stone @ 2.30kg/cudm tonne 0.215 47.29 10.17
9999 backing rod L.S. 30.68 1.00 30.68
9999 Fixing including weather sealant and removing L.S. 153.40 1.00 153.40
9999 Double scafolding L.S. 204.75 1.00 204.75
0126 Mason (for ornamental stone work) 1st class Day 2.00 151.50 303.00
0114 Beldar Day 4.00 135.25 541.00
Labour for lifting stone
0114 Beldar Day 1.00 135.25 135.25
9999 Silicon gun/ pump etc. L.S. 204.75 1.00 204.75
Labour for sealing
0116 Fitter (grade 1) Day 0.25 151.50 37.88
0114 Beldar Day 0.50 135.25 67.62
9999 Sundries L.S. 204.75 1.00 204.75
9999 Rubing and polishing vertical surface of stone L.S 51.22 1.00 51.22
cladding
TOTAL 3 570.47
TOTAL 3 606.17
Say 1 382.35

283

7.41 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang
saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/
rectangular tube in the required pattern as per architectural drawing including cost
of cutting, bending, welding etc. The frame work shall be supported in wall with the
help of MS brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame
and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse
sand :4 graded stone aggregate 20mm nominal size) of size 300x230x300mm
including cost of necessary centring and shuttering and with approved expansion
hold fasteners on CC/RCC surface including drilling necessary holes. Approved
cramps/ pins etc. shall be welded to the frame work to support stone cladding the
steel work will be given a priming coat of “ZINC” primer as approved by Engineer-
in-charge and painted with two or more coats of epoxy paint (Shop drawings shall
be submitted by the contractor to the Engineer-in-charge for approval before
execution). The frame work shall be fixed in true horizontal & vertical lines/planes.
(Only structural steel frame work shall be measured for the purpose of payment,
stainless steel cramps shall be paid for separately and nothing extra shall be paid.)
Details of cost for 9 sqm or 88.79 kg.
M.S. tube 50x25x18mm
vertical=4x3.0=12.00m.
Vertical=3x4x0.93=11.16m
Total= 23.16m.
Total 25.48 mts@2.02 kg/m=51.47 kg
4009 Mild steel tubes Kilogram 51.47 38.00 1955.86
Angle iron 50x50x6mm
16x0.60=9.60
16x0.15=2.40
Total= 12.00
Add 10% wastage = 1.20m
Total= 13.20m
@3.50kg/m=46.20kg or 0.462 q
23.50 kg/m=46.20kg.
1007 Cost of angle iron quintal 0.462 3100.00 1432.20
= 16x0.15x0.15x0.15=0.054 cum
(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=16nos.
Labour
0114 Beldar Day 2.00 135.25 270.50
Welding for frame welding
16x(2.5+5+2.5+5) = 240 cm
For hold fast 16x20cm = 320cm
Total =560cm
1215 Welding by electric plant cum 560.00 1.00 560.00
LABOUR
0100 Bandhani Day 0.67 138.45 92.76
0114 Beldar Day 4.92 135.25 665.43

284

9999 Sundries L.S. 80.73 1.00 80.73
Painting with epoxy paint over and including
priming coat area 22.80x0.15 = 3.42
12x0.2=2.40
Total = 5.82sqm
(Rate as per Item no. 13.52.1 of SH: sqm 5.82 75.25 437.96(A)
Finishing.)
9999 For labour scaffolding etc L.S. 80.73 1.00 80.73
Total 6031.29
Add 1 % for water charges except on (A) 54.17
Total 6085.46
except on (A)
Cost for 88.79 kg 6906.20
Cost for 1 kg 77.78
Say 77.80

7.42 Providing and fixing adjustable stainless steel cramps of approved quality and of
required shape and size adjustable with stainless steel nuts bolts and washer (total
weight not less than 260 gms) for dry stone cladding fixed on frame work at suitable
location including making necessary recesses in stone slab, drilling required holes
etc complete as per direction of the Engineer-in-charge.


Details of cost for 10 Nos.
8698 Stainless steel cramps with nuts, bolts and each 10 200.00 2000.00
washer for dry stone cladding .
LABOUR
for making holes, recesses etc. and fixing
of stainless stul cramps
0114 Beldar Day 1.10 135.25 148.78
9999 Scaffolding, hire charges of drill machine etc. L.S. 20.80 1.00 20.80
9999 Sundries L.S. 20.80 1.00 20.80
Total 2346.14
Total 2369.60
charges.
Cost for 10 Nos. 2725.04
Cost for 1 Nos. 272.50
Say 272.50

285

SUB HEAD : 8.0
MARBLE WORK

287
8.1 Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall
lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including
pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an
admixture of pigment to match the marble shade: (To be secured to the backing by
means of cramps, which shall be paid for separately).
8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.
8.1.1.1 Area of slab upto 0.50 sqm

Finished work = 0.50sqm.+
Add for wastage @ 20% = 0.10 sqm.
Total = 0.60 sqm.
7452 Raj Nagar plain white marble (polished and sqm 0.60 540.00 324.00
machine cut) 18 mm thick upto 0.50sqm
2216 Carriage of marble tonne 0.03 47.29 1.42
Cement mortar 1:3 (1 Cement: 3 Coarse sand) cum 0.008 3169.60 25.36
Rate as per item No. 3.8
White 1:2 (1 white cement: 2 cum 0.0012 7590.25 9.11
marble dust)( Rate as per item No.3.15 )
Labour:
For fixing
0126 Stone Mason (ornamental) Day 0.335 151.50 50.75
0100 Bandhani Day 0.335 138.45 46.38
0114 Beldar Day 0.335 135.25 45.31
0115 Coolie Day 0.335 135.25 45.31
0 101 Bhishti Day 0.335 138.45 46.38
0128 Mate Day 0.165 138.45 22.84
9999 Scaffolding L.S. 13.39 1.00 13.39
TOTAL 650.70
TOTAL 657.21
Cost for one sqm. 1 511.58
Say 1 511.60

8.1 Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall
lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing
with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of
pigment to match the marble shade: (To be secured to the backing by means of
cramps, which shall be paid for separately).
8.1.1.2 Area of slab over 0.50 sqm

Finished work = 1.00sqm.+
Add for wastage @ 20% = 0.20 sqm.
Total = 1.20sqm.
7453 Raj Nagar plain white marble (Polished and sqm 1.20 580.00 696.00
machine cut) 18 mm thick above 0.50 sqm
2216 Carriage of marble tonne 0.06 47.29 2.84
Cement mortar 1:3 (Cement: 3 Coarse sand) cum 0.0144 3169.60 45.64

288
white’cement mortar 1:2 (1 white cement: 2 cum 0.0025 7590.25 18.98
marble dust) (Rate as per item No. 3.15)
Labour:
For fixing
0126 Stone Mason (ornamental) Day 0.67 151.50 101.51
0100 Bandhani Day 0.67 138.45 92.76
0114 Beldar Day 0.67 135.25 90.62
0115 Coolie Day 0.67 135.25 90.62
0101 Bhishti Day 0.67 138.45 92.76
0 128 Mate Day 0.33 138.45 45.69
9999 Scaffolding L.S. 26.91 1.00 26.91
TOTAL 1345.23
TOTAL 1358.68
Cost for 1.00 sqm 1562.48
Say 1562.50

8.2 Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and
prepolished) machine cut for kitchen platforms, vanity counters ,window sills , facias
and similar locations of required size of approved shade, colour and texture laid
over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints
treated with white cement, mixed with matching pigment, epoxy touch ups, including
rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete
at all levels.
8.2.1.1 Area of slab upto 0.50 sqm.

Mirror polished Abu plain white = 0.50
sqm.+Wastage 5% 0.025 sqm. = 0.525 sqm
7452 Raj nagar plain white marble (polished and sqm 0.525 540.00 283.50
machine cut) 18 mm. thick upto 0.50 sqm
Cement morter 1:4(1 cement: 4 coarse cum 0.012 2578.45 30.94
sand) (Rate as per item No. 3.9)
Labour:
0114 Beldar Day 0.325 135.25 43.96
0115 Coolie Day 0.325 135.25 43.96
9999 Moulding and edge polishing L.S. 39.00 1.00 39.00
9999 Sundries apoxy resin & cutting machine etc. L.S. 16.25 1.00 16.25
TOTAL 563.66
TOTAL 569.30
Say 1309.40

289
at all levels.
8.2.1.2 Area of slab over 0.50 sqm.

Mirror polished Abu plain white = 1.00
sqm.+Wastage 5% 0.10 sqm.=1.05 sqm
7453 Raj nagar plain white marble (polished sqm 1.05 580.00 609.00
machine cut )18 mm thick above 0.50 sqm
Cement mortar 1:4(1 cement: 4 coarse
sand).(Rate as per item No. 3.9) cum 0.024 2578.45 61.88
Labour:
0114 Beldar Day 0.65 135.25 87.91
0115 Coolie Day 0.65 135.25 87.91
TOTAL 1169.30
TOTAL 1180.99
Cost for.1.00 sqm. 1358.14
Say 1358.15

at all levels.
8.2.2 Granite of any colour and shade
8.2.2.1 Area of slab upto 0.50 sqm

Mirror polished granite= 0.50 sqm.+Wastage
5% 0.025 sqm.= 0.525 sqm
7295 Granite 18 mm thick slab, upto 0.50 sqm sqm 0.525 1500.00 787.50
awise)
Cement mortar 1:4 (1 cement: 4 coarse cum 0.012 2578.45 30.94
sand). (Rate as per item No. 3.9)
Labour:
0114 Beldar Day 0.325 135.25 43.96
0115 Coolie Day 0.325 135.25 43.96

290
TOTAL 1067.66
TOTAL 1078.34
Cost for 0.50 sqm. 1240.09
Say 2480.20

at all levels.
8.2.2 Granite of any colour and shade
8.2.2.2 Area of slab over 0.50 sqm.

Mirror polished granite= 2.00 sqm.+Wastage
5%0.10sqm.= 2.10sqm
7297 Granite 18 mm thick slab, above 0.50 sqm sqm 2.10 1 615.00 3 391.50
Cement mortar 1:4 (1 cement : 4 coarse cum 0.048 2578.45 123.77
sand). (Rate as per item No. 3.9)
Labour:
0114 Beldar Day 1.30 135.25 175.82
0115 Coolie Day 1.30 135.25 175.82
TOTAL 4434.11
TOTAL 4478.45
Cost for 2.00 sqm. 5150.22
Say 2575.10

8.3 Extra for providing edge moulding to 18mm thick marble stone counters, Vanities
etc. including machine polishing to edge to give high gloss finish etc. complete as
per design approved by Engineer-in-Charge.
8.3.1 Marble work

Details of cost for 10.00 m
Labour:
0019 Hand Grinder for-mirror-polish Day 1.50 100.00 150.00
0114 Beldar Day 2.00 135.25 270.50
9999 Sundries Blades & Polished etc. L.S. 78.00 1.00 78.00
TOTAL 498.50
TOTAL 503.49

291
Cost per metre 57.90
Say 57.90

8.3 Extra for providing edge moulding to 18mm thick marble stone counters, Vanities
etc. including machine polishing to edge to give high gloss finish etc. complete as
per design approved by Engineer-in-Charge.
8.3.2 Granite work.

Details of cost for 10.00 m
Labour:
0019 Hand Grinder for mirror polish Day 2.50 100.00 250.00
0114 Beldar Day 3.50 135.25 473.38
9999 Sundries Blades & Polish etc. L.S. 117.00 1.00 117.00
TOTAL 840.38
TOTAL 848.78
Say 97.60

8.4 Extra for fixing marble /granite stone over and above corresponding basic item, in
facia and drops of width upto 150 mm with epoxy resin based adhesive including
cleaning etc. complete.

Details of cost for facia 1.5m long and 0.15m
wide
Labour:
0115 Beldar Day 0.30 135.25 40.57
9999 Scaffolding, expoxy etc. L.S. 39.00 1.00 39.00
1.5x0.15x0.02 = 0.005 cum.
TOTAL 137.91
TOTAL 139.29
Cost for 1.50 metre 160.18
Say 106.80

8.5 Extra for providing opening of required size & shape for wash basins/ kitchen sink
in kitchen platform, vanity counters and similar location in marble/Granite/stone
work including necessary holes for pillar taps etc. including rubbing and polishing
of cut edges etc. complete.

Details of cost for providing one opening of
required size and shape.
Labour:
0126 Mason (for ornamental stone work) 1st class Day 0.4 151.50 60.60

292
0114 Beldar Day 0.4 135.25 54.10
Sundries L.S. 15.3 1.00 15.30
TOTAL 130.00
TOTAL 131.30
Cost per opening 151.00
Say 151.00

8.6 Mirror polishing on marble work/Granite work/stone work where ever required to
give high gloss finish complete.


Labour:
0013 Floor grinder machine (Granite) Day 1.00 200.00 200.00
0114 Beldar Day 2.50 135.25 338.12
0101 Bhishti Day 1.50 138.45 207.68
9999 Sundries grease, mop grinding stones etc. L.S. 65.00 1.00 65.00
TOTAL 810.80
TOTAL 818.91
Cost per sqm. 94.18
Say 94.20

8.7 Providing and fixing cramps of required size & shape in RCC/ CC backing with
cement mortar 1:2(1 cement :2 coarse sand) including drilling necessary hole in
stones and embedding the cramp in the hole (fastener to be paid separately).
8.7.1 Gunmetal cramps.


Materials:
Gun Metal cramp
0.064x0.025x0.006 = 9.6x10-6 +
0.025x0.025x0.006 =3.7x10-6 +
pin 2 x 22/28 x (0.006)2 + 0.02 = 0.5x10-6
= 13.8x10-6
Less hole
0.024x0.010x0.006 = (-) 1.4x 10-6
= 12.4x10-6
12.4x10-6 x 8640 = 0.107kg+
Add wastage @ 10% = 0.011 kg.
= 0.118 kg.
7338 Gun metal cramp Kg. 0.118 270.00 31.86
9999 Carriage L.S. 3.90 1.00 3.90
Cement montar 1:2 (1 cement: 2 coarse sand). cum 0.001 3864.25 3.86
9999 Labour for fixing in position L.S. 6.50 1.00 6.50
TOTAL 46.12
TOTAL 46.58
Cost for 0.107 kg. 53.57
Cost per kg 500.65
Say 500.65

293
8.7 Providing and fixing cramps of required size & shape in RCC/ CC backing with
cement mortar 1:2 ( 1 cement :2 coarse sand) including drilling necessary hole in
stones and embedding the cramp in the hole (fastener to be paid separately).
8.7.2 Stainless steel cramps.


Materials:
Stainless steel cramp
12.4x10-6x7850 = 0.097kg+
Add wastage @ 10% = 0.01 Okg.
= 0.107 kg.
7339 Stainless steel cramp Kg. 0.107 280.00 29.96
9999 Carriage L.S. 3.90 1.00 3.90
Cement montar 1:2 (1 cement: 2 coarse sand). cum 0.001 3864.25 3.86
9999 Labour for fixing in position L.S. 6.50 1.00 6.50
TOTAL 44.22
TOTAL 44.66
Cost for 0.097 kg. 51.36
Cost per kg 529.48
Say 529.50

8.8 Providing and fixing expansion hold fasteners on C.C. /R.C.C. surface backing
including drilling necessary holes and the cost of bolt etc complete.
8.8.1 Wedge expansion type
8.8.1.1 Fastener with threaded dia 6 mm.


Details of cost for 30nos. W.E.H. fastener
Materials:
7430 Wedge expansion hold fastener size 6mm, each 30.00 10.00 300.00
36.5mm length
1034 Bolt 6mm dia. Length (36.5+10mm) quintal 0.0045 4300.00 19.35
Labour:
0114 Beldar Day 0.25 135.25 33.81
9999 Hire and running charges for hand drill L.S. 32.50 1.00 32.50
machine Sundries, drilling bit scaffolding etc.
TOTAL 423.54
TOTAL. 427.78
Cost for 30 nos. 491.95
Cost for one no. 16.40
Say 16.40

294
8.8 Providing and fixing expansion hold fasteners on C C/R.C.C. surface backing
including drilling necessary holes and the cost of bolt etc complete.


Materials:
44.5mm length
1034 Bolt 10mm dia. Length (44.5+10mm) quintal 0.006 4300.00 25.80
Labour:
0114 Beldar Day 0.25 135.25 33.81
machine Sundries, drilling bit scaffolding etc.
TOTAL 489.99
TOTAL 494.89
Say 18.95

8.8 Providing and fixing expansion hold fasteners on C.C./ R.C.C. surface backing
incluading drilling necessary holes and the cost of bolt etc complete.


Materials:
58.7mm length
1034 Bolt 12mm dia. Length (58.7+10mm) @ 0.05 quintal 0.0075 4 300.00 32.25
kg./each
Labour:
0114 Beldar Day 0.25 135.25 33.81
machine, Sundries, drilling bit scaffolding etc.
TOTAL 826.44
TOTAL 834.70
Say 32.00

295
8.9 Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3
(1 cement: 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in
white cement complete.
8.9.1 8 mm thick.
8.9.1.1 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble.


8mm thick marble tiles.
Qty. = 1.00 sqm. + Add wastage @2.5% = 0.025 sqm
Total = 1.025 sqm.
2751 8 mm thick marble tiles (polished) sqm 1.025 294.00 301.35
9999 Carriage of tiles L.S. 3.95 1.00 3.95
9999 Mortar for pointing L.S. 25.38 1.00 25.38
0 367 Cement for slurry tonne 0.0033 4500.00 14.85
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries etc. L.S. 16.90 1.00 16.90
TOTAL 693.55
TOTAL 700.49
Say 805.55

8.9 Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3
(1 cement: 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in
white cement complete.
8.9.1 8mm thick.
8.9.1.2 Granite of any colour and shade.


8mm thick Granite tiles.
Qty. = 1.00 sqm. + Add wastage .@2.5% = 0.025sqm
Total = 1.025 sqm.
2750 8 mm thick granite stone tiles (mirror polished and sqm 1.025 555.00 568.88
of all shades)
9999 Carriage of tiles L.S. 3.95 1.00 3.95
9999 Mortar for pointing L.S. 25.38 1.00 25.38
0367 Cement for slurry tonne 0.0033 4500.00 14.85
0114 Beldar Day 1.00 135.25 135.25
9999 Sundries etc. L.S. 16.90 1.00 16.90
TOTAL 961.08
TOTAL 970.69
Say 1116.30

296
8.10 Providing and fixing 18 mm thick stone slab table rubbed, edges rounded and polished
of size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of
appropriate width with chase cutter and embedding the stone in the chase with
epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and
finished smooth.
8.10.1 White Agaria Marble Stone.


Details of cost for one No or 0.375 sqm.
Materials :-
Agaria Marble Stone 1 x 0.75 x0.50 = 0.375 +
Add wastage @ 20% = 0.075 sqm.
Total = 0.45sqm.
7244 Agaria Marble Stone sqm 0.45 1440.00 648.00
9999 Cement concrete 1:2:4 for filling L.S. 21.58 1.00 21.58
9999 Labour for fixing, edge rounding and final L.S. 43.16 1.00 43.16
polishing.
9999 Sundries L.S. 21.58 1.00 21.58
TOTAL 734.32
TOTAL 741.66
Cost of 0.375sqm 852.91
Cost of 1.00 sqm 2 274.43
Say 2 274.45

8.10 Providing and fixing 18 mm thick stone slab table rubbed, edges rounded and polished
of size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of
appropriate width with chase cutter and embedding the stone in the chase with
epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and
finished smooth.
8.10.2 Granite Stone of approved shade.


Details of cost for one No or 0.375 sqm.
Materials :-
Granite Stone 1x0.75x0.50 = 0.375sqm.+
Add wastage @ 20% = 0.075 sqm
Total = 0.45 sqm.
7245 Granite Stone sqm 0.45 1670.00 751.50
9999 Cement concrete 1:2:4 for fixing L.S. 21.58 1.00 21.58
9999 Labour for fixing, edge rounding and final L.S. 43.16 1.00 43.16
polishing.
9999 Sundries L.S. 21.58 1.00 21.58
TOTAL 837.82
TOTAL 846.20
Cost of 0.375 sqm 973.13
Cost of 1.00 sqm 2595.01
Say 2595.00

297

SUB HEAD : 9.0
WOOD WORK
&
PVC WORK

299

9.1 Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position :
9.1.1 Second class teak wood


Details of cost for Chowkhat of a door
206.75x117.5cm
Materials
Superior class teakwood such as Dandeli
Balarshah or Malabar
2x206.75x9.5x7.0cm =0.028cum+
1x117.5x9.5x7.0cm = 0.008cum.
= 0.036cum.+
Add for wastage @ 5% = 0.002cum.
Grand Total = 0.038cum.
1,189 Second class teakwood 10 cudm 38.00 394.00 1 497.20
2,204 Carriage of material (timber) cum 0.038 60.81 2.31
Labour:
0156 Carpenter (avg.) Day 0.72 146.55 105.52
0114 Beldar Day 0.07 135.25 9.47
TOTAL 1 614.50
TOTAL 1 630.64
Cost of 36 cudm. 1 875.24
Say 52090.00

9.1.2 Sal wood

206.75x117.5cm
Materials
Salwood
2x206.75x9.5x7.0cm =0.028cum+
1x117.50x9.5x7.0cm = 0.008cum.
= 0.036cum.+
Salwood
1,199 Carriage of material (timber) 10 cudm 38.00 218.00 828.40
2,204 Labour: cum 0.038 60.81 2.31
Carpenter (avg.)
0156 Beldar Day 0.72 146.55 105.52
0114 TOTAL Day 0.07 135.25 9.47
TOTAL 9.46
Cost per cum. 1 098.43
Say 30 511.94
30511.95

300

9.1.3 Kiln seasoned and chemically treated Hollock wood.


206.75x117.5cm
Materials
Hollock wood
2x206.75x9.5x7.0cm =0.028cum+
1x117.50x9.5x7.0cm = 0.008cum.
= 0.036cum.+
2,466 Hollock wood 10 cudm 38.00 217.00 824.60
2,204 Carriage of timber cum 0.038 60.81 2.31
2,504 Kiln seasoning of timber cum 0.038 539.00 20.48
9,999 Chemical treatment L.S. 8.97 1.00 8.97
Labour:
0156 Carpenter (average) Day 0.72 146.55 105.52
0114 Beldar Day 0.07 135.25 9.47
TOTAL 971.35
TOTAL 981.06
Cost of 36 cudm. (finished work) 1128.22
Say 31339.45

9.2 Providing laminated veneer lumber conforming to IS: 14616 and TAD -15: 2001( Part
B) in factory made frames of doors, windows, clerestory windows and other frames,
wrought framed and fixed in position as per directions of Engineer-in-charge.

206.75x117.5cm
Materials
Laminated veneer lumber including wastage
@ 5%
2x206.75x9.5x7.0cm =0.028cum+
1x117.50x9.5x7.0cm = 0.008cum.
= 0.036cum.+
7,157 Laminated veneer lumber 10 cudm 38.00 540.00 2052.00
Labour:
0111 Carpenter Ist Class Day 0.20 151.50 30.30
0112 Carpenter IInd Class Day 0.20 141.60 28.32
0114 Beldar Day 0.20 135.25 27.05
TOTAL 2139.98
TOTAL 2161.38
Cost of 36 cudm 2485.59
Cost per cum 69044.17
Say 69044.20

301
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and put up in
position :
9.3.1 Sal wood

Details of cost for ceiling for a room 3x3m
Materials:
Salwood
= 6x3.30x(50/1000)x(125/1000)= 0.1238
cum. +
Cross battens 60mm centre to center
38x50mm.
6x3x(38/1000)x(50/1000)=0.0342cum.
= 0.1580 cum.+
Add for wastage @ 5% = 0.0079 cum.
= 0.1659 cum. say 166 cudm.
1,199 Salwood 10 cudm 166.00 218.00 3618.80
Labour:
0112 Carpenter Ilnd Class Day 1.00 141.60 141.60
0114 Beldar Day 1.00 135.25 135.25
9,999 Sundries screws etc. L.S. 53.82 1.00 53.82
TOTAL 3959.56
TOTAL 3999.16
Add 15% for contractor’s profit an

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