Cssr 2014-15

Government of Andhra Pradesh
COMMON SCHEDULE OF RATES
AS PER
A.P. REVISED STANDARD DATA
FOR THE YEAR 2014-15
(Effective from 1st
June, 2014)
BOARD OF CHIEF ENGINEERS

MASTER INDEX
Sl. No. Description Page No.
From To
1 Part-I (Irrigation & CAD Works) 1 44
2 Part-IV ( Public Health Works) 1 84
3 Annexure – Latest G.O. on
Seigniorage Charges
1 5

Office of the Engineer-in-Chief(I.W)
I&cad Dept., Errummanzil,Hyderabad
Procs.No.ENC/IW/P&M/EE.3/DEE-10/AE/13305/Vol.37 dt:30.05.2014
Sub: Schedule of Rates as per A.P.Revised Standard Data for the year 2014-15-Irrigation &
CAD orks(Part-I),Road & Bridge Works(Part-2) and Drinking water supply
schemes(Part-4)-approved-Printing& Communication of SoRs-Reg.
Ref: 1)G.O.Ms.No.49,I&CAD (PW:Reforms)Dept., dt:2.3.2009
2)ENC(PH) Lr.No. 146/T1/SoR/2014-15/2014 dt. 31-05-2014
3)Industrial Consumer Price Index points obtained from Commissioner,Labour
Department
4)Minutes of BOCEs meeting for Schedule of Rates held on 24.05.2014.
****
The Government have approved A.P.Revised Standard Data vide ref 1st
cited.The Schedule
of Rates as per A.P.Revised Standard Data for the year 2014-15 is approved based on the following.
The Engineer-in-Chief, Public Health Department has furnished draft rates for Public Health
works items and Public Health Materials vide ref 2nd
cited.
The Engineer-in-Chief (PR) has furnished the draft rates for Roads & Bridge items for the
year 2014-15 in lieu of the Engineer-in-Chief (R&B) Dept. as the R&B Department is following the
MoRTH data in place of A.P. Revised Standard Data. The Engineer-in-Chief (PR) has yet to furnish
corrected copy of Roads & Bridges item rates.
The Chief Engineer(Buildings),R&B Department has yet to furnish the Part-III of Common
SoR i.e., Buildings
For Irrigation & CAD work items, the regional Superintending Engineers, Irrigation Circles of
Hyderabad,Chitttoor & Dowlaiswaram in charge of Telangana, Rayalaseema and Andhra regions
respectively have submitted the draft basic rates of materials. The Superintending Engineer,
Mechanical Circle, Hyderabad has furnished draft rates of Mechanical and Workshop items.
Accordingly, the draft rates for Irrigation & Command Area Development are prepared.
The labour wages are finalized based on market rates duly keeping in view of the minimum
wages calculated from the index points obtained from the Commissioner, Labour Department vide
ref 3rd
cited for finalizing the Labour rates for SoR 2014-15.
Based on the proposals, the draft Schedule of Rates for the year 2014-15 were reviewed and
finalized in the annual Board of Chief Engineers meeting held on 24.5.2014@3.30 P.M. in the BoCE
Conference hall, Jalasoudha Building, Hyderabad.

The procedure for the adoption of Irrigation work items, lead & lift charges (Common to all
departments) is incorporated in the Annexure-A of SoR.
The approved basic rates are applicable to the datas as per A.P.Revised Standard Data
approved by the Government vide G.O.1st
cited. The Government approval is necessary to adopt any
other data (i.e) MoRT&H Data for adopting the Road & Bridge Works(Part-2).
The lead & lift charges are common to all Engineering Departments. The detailed calculations are
incorporated in the Lead & lift chapter in the I&CAD Works(Part-I) of A.P.Revised Standard Data.
During the BoCE meeting held on 24-05-2014, it is observed that in
some of the estimates, Lead Charges are being added directly to the material
basic rates for arriving the finished item rate. In view of that, the BoCE has
instructed to see that while arriving the finished item rate, the lead charges are
to be added to the material basic rates only after deducting the provision of
"Contractor's Profit and Overhead charges"
One hard copy & compact disc containing Schedule of Rates is here with communicated.
No other items other than the items communicated by this Office shall be introduced in the
SoR.
The Heads of Department and Officers mentioned below are authorized to print the Schedule
of Rates for the year 2014-15. The unauthorized printing & selling of the SoR is strictly prohibited.
The Schedule of Rates for 2014-15 will be in force until the new SoR comes in to force.
Any discrepancies found (or) corrections required in SoR 2014-15 may be brought to the
notice of undersigned for issuing corrections.
The revised rates will come into force from 1st June of 2014.
The receipt of the proceedings may be acknowledged.
Encl: SoR 2014-15 containing Part-I(Irrigation & CAD works) and Part-IV(Public Health
Items)
Sd/-L.Narayan Reddy,30.5.2014,
Engineer-in-Chief(I.W.)
Chairman, BOCE(S.R)

I) Copy communicated to the Principal Secretary to Govt., I&CAD Dept., J-Block, A.P.Secretariat Buildings,
Hyderabad.
I) Copy Communicated to the following Heads of Departments along with Enclosures for
information.
1) Engineer-in-Chief (Admn & NH)., Roads & Buildings Department.
2) Engineer-in-Chief (P.H.), Public Health Department.
3) Engineer-in-Chief (P.R.), Panchayath Raj Department.
4) Engineer-in-Chief (RWS) R W S, Department.
5) Chief Engineer (Buildings), R&B Department.
6) Copy of C.D containing Schedule of Rates 2014-15 & Standard data, part-1 (Irrigation & CAD
works) to all Engineers-in-Chief, Chief Engineers of Irrigation & CAD Department for favour of
information.
III) Copy to the Superintending Engineer, Irrigation Circle, Irrigation & CAD Department,Red Hill,
Hyderabad for necessary action.
Chairman, BOCE(S.R)

Important – Read The following
ANNEXURE- A
1) The SPIU(Irrigation), Centre for Good Governance (CGG), Hyderabad has developed software package
linking the basic input data of Irrigation with approved data of Irrigation work items.
2) The lead and lift charges are common to all Engineering Departments. The detailed calculations are
incorporated in the Lead &Lift charges chapter in the I&CAD works (Part-1) of A.P. Revised standard data.
The Leads for Steel and Cement shall be from the nearest market place to the project area
3) Further, the CGG has also developed estimate preparation package to use in the preparation of estimates
duly making provision for incorporation of applicable lead & lift for different materials, Area allowances for
labour, Dewatering charges and VAT as additional.
4) For Gates & Hoist works, the excise duty on the fabrication of work (other than materials)shall be added as
per the Government Orders issued from time to time while preparing the estimate.
5) The estimate sanctioning authority shall physically verify each and every Irrigation work item data
incorporated in the estimate with basic input data before sanction of the estimate. Any lapses or arithmetic
errors arising in the sanction of data’s /estimate due to adoption of the software package lies
entirely on the concerned estimate sanctioning authority only.
6) Any discrepancies / corrections required for improper basic input data appearing in the approved data’s of
Irrigation work items in the software package and hard copy of SoR & Standard data’s (part-1) may be
brought to the notice of undersigned for issuing corrections.
Chairman, BOCE(S.R)

INDEX
PART-I
Sl. No. Description Page No.
From To
1 Part-I (Irrigation & CAD Works)
Preamble 1 4
Labour Rates 5 9
Basic input data for Irrigation
work items & materials not
covered in basic input data
10 35
Conveyance Charges of
Materials
36 40
Hire Charges of Machinery 41 44

Part I-Preamble-Common SoR 2014-15
1
PREAMBLE

2
PREAMBLE
I.0 AREA ALLOWANCES:
A) CORPORATIONS & MUNICIPALITIES:
a) (i) 25% extra over the rates on labour component of works is allowed in all
Municipal Corporation Limits of Andhra Pradesh except Greater Hyderabad,
Greater Visakhapatnam and Vijayawada municipal corporations (up to a belt of 12
Kms. from Municipal Corporation limits) and other corporations as notified by the
Government from time to time.
(ii) 40% extra over the rates on labour component of works for Greater Hyderabad,
Greater Visakhapatnam and Vijayawada Municipal Corporation (up to a belt of 12
Kms. from Municipal Corporation limits).
b) Allow 20% extra over basic rates on labour component of works in all District
Headquarters and the remaining Municipal limits (up to a belt of 12 Kms from
Municipal limits).
c) For works at Tirumala Hills in Chittoor District, 40% extra over the basic rates of
labour component is allowed.
d) For works at Horsely hills in Chittoor District, 30% extra over the basic rates of
labour component is allowed.
e) For works located inside Tirumala Temple, 20% extra over the basic rate of labour
component specified for Tirumala Hills is allowed.
f) For Works located inside T.T.D Temples of Sri Padmavathi Ammavari Temple,
Tiruchanoor, Sri Govindaraja Swamy Temple at Tirupathi, Sri Kapleswara Swamy
Temple, Kapilatheerthm, Tirupathi and Sri Kalyana Venkateswara Swamy Temple,
Srinivasa Mangapuram , 20% extra over the basic rates of labour component for
Tirupathi Municipal Corporation is allowed.
B) JAIL COMPOUNDS:
20% extra is allowed over labour rates for the work in the Jail compounds. Only
equivalent number of Man Mazdoor shall be provided in the Jail premises and no
women Mazdoor are allowed inside.
C) INDUSTRIAL AREA:
a. 20% over basic rates on labour component works allowed for works situated
within 10Kms belt of Industrial area of, Jeedimetla, Lingampally,
Ibrahimpatnam,Tandur in Ranga Reddy District, Ibrahimpatnam, Vuyyuru,
Jaggaiahpeta in Krishna District, Macherla, Gurajala, Challapalli in Guntur
District Garividi in Vijayanagaram District, Kothur in Mahabubnagar District,
Patancheru, Ramachandrapur in Medak District, Bibinagar in Nalgonda District,
Ramagundam and Godavarikhani in Karimnagar District, Renigunta in Chittoor
District and Yerraguntla & Mangampet in Kadapa District, Manchiryal,
Mandamarri, Bellampalli in Adilabad District, Sarpaka, Kothagudem, Paloncha,
Manguguru, Singareni Collieries in Khammam District, Kamalapur, Bhoopalpally
of Warangal District, Wadepally of Nalgonda District, Nagapally(Centenary
Colony, Begumpet “X” roads),Takkelapally of Karimnagar District, Hindupur,
Tadipatri, Anantapur, Guntakal, Rayalcheruvu, Yadiki of Anantapur District and

3
Adoni, Dhone,Cement Nagar, Nandyal, Kurnool, Yemmiganur & Bethamcherla of
Kurnool District, Anakapally of Vishakhapatnam District.
D) AGENCY / TRIBAL AREAS:
a) 25% extra is allowed for the works located within the interior Agency / Tribal limits,
i.e. for the works located within & upto16 KMs from any all weather route inside
Agency / Tribal.
b) 40% extra is allowed for the works located within the interior Agency / Tribal limits,
i.e. for the works located beyond 16 KMs from any all weather route inside Agency /
Tribal.
NOTE: 1. No extra percentage is permissible in respect of Forest produce such as
Bamboo, Rellu grass and for all materials obtained from outside the Agency
/ Tribal.
2. The extra percentage under Agency / Tribal areas allowance may be
allowed on the labour component and on the labour charges in the rates for
conveyance of materials.
3. The extra percentage on cost of materials in Agency / Tribal areas can be
allowed on the labour component only, if they are manufactured in the
Agency / Tribal areas itself except Forest produce.
E) GHAT ROADS:
For Ghat Roads steeper than 1 in 20, the length of the road may be taken as 1.5
times the existing length of the road for the purpose of leads only for conveyance of
materials based on the certificate for the Ghat Road given by the Superintending
Engineer concerned.
Foot Note: Under compelling circumstances, the concerned Chief Engineer can
adopt the equivalent length of road as 2 ½ times of actual length.
Note below area allowances:
If more than one area allowance ( such as those ) for (1)
Municipalities (2) Agency / Tribal areas (3) Industrial areas are
applicable for a particular situation, only the maximum out of
the allowable percentages is to be allowed.
2.0 EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND EXCAVATION IN
RESTRICTED PLACES: -
I) EXCAVATION OF TRIAL TRENCHES, TRIAL PITS AND
EXCAVATION IN RESTRICTED PLACES: -
A. TRIAL TRENCHES:
1) Trial trenches of not more than 2 metres in width…25% extra

4
B. TRIAL PITS:
1) Up to 2 Metres depth … 25% extra
2) 2 Metres to 4 Metres depth … 50% extra
6) More than 9 Metres depth … 200% extra
II) EXCAVATION IN RESTRICTED PLACES:-
I) Foundation of Buildings … 75% extra
II) For pipe lines where the depth is less … 75% extra
than 1.5 times the width
III) For pipe lines where the depth is … 120% extra
1.5 times or more than the width
IV) Silt removal in restricted areas such … 120% extra
U. T’s., Culverts and Syphons.
V) Excavation of field channels … 75% extra
VI) For narrow trenches not more than
2 meters in width and depth not less
than twice the width and for excavation … 75% extra
of road boundary drains, model sections
of canals.
VII) High berm cutting of not more than … 50% extra
150 mm average thickness and
sectioning for roads
Note: 1) The extra percentage is allowed over Common item for all earth works (COM-MWRK-
Manual Works) for corresponding soil and Standard data items. It includes the
charges for all lifts and initial lead but does not include dewatering charges if any
in respect of all the items under (A) and (B) above.
2) The above extra percentages in respect of excavation in hard rock for restricted
places are to be allowed for (2/3) rd of the cost and shall not to be allowed in
respect of items involving blasting component which may be taken as 1/3 of the
cost.
3.0 SEIGNIORAGE CHARGES:
Note:
The rates of the materials indicated in the SOR are exclusive of Seigniorage Charges.
Appropriate Seigniorage Charges for relevant materials are to be added to the Unit
rate of work item in the estimates as fixed by the Government in G.O.Ms.No.198
(Industries and Commerce Dept.) dt:13.08.2009. In case of revision, the revised rates
as fixed by Mines and Geology Department have to be adopted.

5
Part I - Labour Rates-Common SoR 2014-15
LABOUR RATES

6
LABOUR RATES
Sl
No.
CATEGORY OF WORKER
S. Rate
for
2014-15
1 2 3
I. SKILLED CATEGORY:
1 Bar bender 450
2 Black smith / Tin smith / Rivetor 385
3 Blaster 440
4 Carpenter Cl- I 385
5 Electrician ( Licensed ) 440
6 Fitter Cl- I 385
7 Floor Polisher / Tile Layer 385
8 Foreman 440
9 Gauge reader 370
10
Maistry / Work Inspector with Non-technical Qualification
SSLC/SSC/HSC 370
11 Mason Cl- I / Brick layer Cl- I 385
12 Mechanic Cl- I 385
13 Operator Air compressor / DG set 385
14 Operator Batching plant 440
15 Operator Bus/Ambulance/ Lorry/ Tanker 440
16 Operator Concrete / Asphalt mixer 385
17 Operator Concrete / Asphalt paver 385
18 Operator Concrete pump / Placer/ ice plant 385
19 Operator Core drilling machine 440
20 Operator Crane/ Tower crane/ Cable way 440
21 Operator Drilling jumbo / Loco / Winch 385
22 Operator Grouting/ Guniting/ Shotcreting 385
23 Operator Jackhammer/Pneumatic tamper 385
24 Operator Pump / Ventilation fan 385
25 Operator Lathe/Drilling/Shearing machine 440
26 Operator Bending / Planing machine 385
27 Operator Road roller 385

Sl
No.
CATEGORY OF WORKER
S. Rate
for
2014-15
1 2 3
28 Operator Shovel / Scraper / Dozer 440
29 Operator Spillway / Sluice gate 385
30 Operator Crusher / Conveyor / Mucker 385
31 Operator Tipper / Dumper / Transit mixer 440
32 Operator Concrete vibrator 385
33 Operator Vibratory plain / pad foot roller 385
34 Operator Wagon drill / Drifter 440
35 Painter Cl- I 440
36 Plumber / Pipe fitter 440
37 Sarang / Khalasi 385
38 Spun pipe moulder 385
39 Stone chiseller CI- I / Stone cutter Cl- l 385
40 Struct. steel Fabricator / Marker / Erector 440
41 Welder / Gas Cutter 385
42 Welder (X-ray quality) 440
II. SEMI SKILLED CATEGORY:
1 Asphalt Sprayer / Boiler attendant 345
2 Bhisti 345
3 Boatman with boat 360
4 Carpenter Cl- II / Erector shuttering 345
5 Cartman with double bullock cart 395
6 Cartman with single bullock cart 370
7 Chavali / Navagani 345
8 Crowbarman / Jumper man 345
9 Fitter Cl- II 345
10 Gang man / Head / Survey mazdoor 345
11 Gardener / Trained mali 345
12 Air compressor / DG set 345
13 Helper Batching plant 345
14 Helper Blasting 345
7

Sl
No.
CATEGORY OF WORKER
S. Rate
for
2014-15
1 2 3
15 Helper Bus/ Ambulance/ Lorry/ Tanker 345
16 Helper Bending/Shearing/Planing machine 345
17 Helper Carpenter 345
18 Helper Concrete / Asphalt mixer 345
19 Helper Concrete / Asphalt paver 345
20 Helper Core drilling machine 345
21 Helper Crane/ Tower crane/ Cable way 345
22 Helper Drilling jumbo / Loco / Winch 345
23 Helper Fitter / Fabrication/Electrician 345
24 Helper Grouting/ Guniting/ Shotcreting 345
25 Helper Jack hammer / Pneumatic tamper 345
26 Helper Laboratory / Instrumentation 345
27 Helper Road roller 345
28 Helper Shovel / Scraper / Dozer 345
29 Helper Crusher / Conveyor / Mucker 345
30 Helper Tipper / Dumper/ Transit mixer 345
31 Helper Vibrator 345
32 Helper Vibratory plain/ pad foot roller 345
33 Helper Wagon drill/ Drifter 345
34 Lineman Electric / Telephone 345
35 Mason Cl- ll / Brick layer Cl-II 345
36 Mechanic Cl- II 345
37 Painter Cl- II 345
38 Patkari / Neeraganti / Sowdy 345
39 Stone Chiseller Cl- II 345
40 Stone breaker / Hammer man 345
41 Valve man / Canal sluice operator 345
III. UN-SKILLED CATEGORY:
1 Cement / Asphalt handling mazdoor 295
2 Civic worker 295
3 Man mazdoor 295
8

9
Sl
No.
CATEGORY OF WORKER
S. Rate
for
2014-15
1 2 3
4 Woman mazdoor 295
5 Watchman 295
IV. OTHER CATEGORY:
1 Care-taker / conductor / Lift Attender 360
2 Cook / Mess man 360
3 Dhobi 360
4 Diploma Engineer / Surveyor 550
5 Diver with headgear 440
6 Graduate / Laboratory Assistant 440
7 Graduate Engineer/ Geologist 735
8 Horticulture Assistant / Photographer 370
9 ITI certificate holder / Tracer / Printer 440
10 Literate mazdoor 345
11 Stenographer / Computer Operator 485
12 Telephone / Wireless Operator 430
13 Typist / Job Typist 430
14
CAD operator with Diploma in Engineering/General degree
with CAD certificate 600
15 Jeep Driver 430
16 Data Processing Operator 600
Note: - 1)The wage should not be less than the minimum wages of schedule of employment,
subject to out turn. 2) 25% extra over the corresponding labour rates in respect of the work to be
done during night time subject to issue of certificate accordingly by the concerned estimate
sanctioning authority for providing in the data and by concerned Executive Engineer in charge of
the work for payment. The night time allowance is applicable only to the works done under Greater
Hyderabad Municipal Corporation, Greater Visakhapatnam Municipal Corporation and
Vijayawada Municipal Corporation limits only.

10
Part I-Basic Input data for Irrigation items – Common SoR 2014-15
BASIC INPUT DATA
FOR IRRIGATION
WORK
ITEMS

11
STATEMENT OF RATES FOR MATERIALS
FOR THE YEAR : 2014-15
GENERAL GUIDE LINES FOR REVISING RATES OF MATERIALS:
1 Average of the prevailing market rates, ignoring freak rates, is the criteria for
Fixing market rates for materials.
2 The rates for materials is inclusive of all taxes, duties and other local levies.
3 The rates for materials are exclusive of Seigniorage charges wherever applicable.
4 The rates for materials, except those for which lead charges are admissible as per the
Statement of lead charges is for all leads.
5. The rates provided for useful rubble / stone chips from excavation shall be at dump
yard.
Sl
No.
DESCRIPTION OF MATERIAL UNIT
S. Rate
for
2014-15
1 2 3 4
1 Acetylene gas cum 320.00
2 Asphalt 80/100 Grade Kg 43.00
3
Binding wire Kg
70.00
4 Burnt stone slab 10 cm thick sqm 300.00
5
Cement 43 Gr/53 Gr
Note: As per Monthly rate fixed by Sub-
Committee.
tonne
4000.00
(Rate for
5/2014)
6 Chequered plate Kg 60
7
Coarse aggregate 10-4.75 mm(excluding Seigniorage
charges)
cum
875
8
Coarse aggregate 20-10 mm(excluding Seigniorage
charges)
cum
1210
9
charges)
cum
1145
10
charges)
cum
635
The aggregate rates mentioned above (from Sl.No.7 to
Sl.No.10) are exclusive of Seigniorage charges but
including blasting charges of Rs.70/cum and 25%
machine crushing charges. However, if the metal is
obtained from hand broken, the blasting and crushing
charges shall be deducted. The aggregate shall be HB
Stone of Granite, Dolamite, Dolerite and Trap.
(Quartzite and Basalt with aggregate impact of less
than 20)
11 Coir brush Each 45

Sl
No.
S. Rate
for
2014-15
1 2 3 4
12 Copper sheet 16 SWG kg 695
13
Coursed rubble stone 30 x 30 x 45 cm(excluding
Seigniorage charges)
Each
20
14
Coursed rubble stone 30 x 30 x 60 cm(excluding
Seigniorage charges)
Each
23
15 Curing Compound Ltr 130
16 D – cord Rm 10
17 Delay - noiseless trunk Each 21
18 Detonating fuse coil Rm 11
19 Detonating shock tube / Cord relays Rm 65
20 Detonator delay type Each 23
21 Detonator electric Each 13
22 Detonator ordinary Each 9
23 Empty cement bag Each 4.5
24 Explosive ANFO kg 43
25 Explosive ANFO high strength booster kg 73
26 Explosive small dia ( Kelvex-220 or equivalent) kg 70
27
(a)Fine aggregate/ sand(unscreened) for Concrete &
Filtering items) (excluding Seigniorage charges)
cum 462
(b)Fineaggregate/Sand(unscreened)for
filling(excluding Seigniorage charges) 342
28
Fine aggregate /Sand (Screened) for Mortar ,Plastering
items and Sand blasting items(excluding Seigniorage
charges)
cum
606
29 Geo-textile ( filter fabric ) 160 gsm sqm 110
32 G I Pipe 100 mm dia B Class Rm 735
33 G I Pipe 15 mm dia A class Rm 110
34 G I pipe 25 mm dia A class Rm 170
35 G I pipe 40 mm dia B class Rm 290
36 G I pipe 50 mm dia A class Rm 320
12

Sl
No.
S. Rate
for
2014-15
1 2 3 4
37 G I Pipe 80 mm dia B Class Rm 490
38 G.I Bolts / Nuts and Washers kg 106
39 G.I sheet ( plain ) tonne 66000
40 Hariyala turfing sods sqm 28
41 Hectometer stone one line dressed Each 240
42 Hemp yarn kg 72
43 Honne wood planks cum 54000
44 Hume pipe with collar 150 mm dia Rm 330
45 Hume pipe with collar 300 mm dia Rm 650
46 J- Bolts 30 cm long Each 35
47 Jungle wood planks cum 23000
48 Khandki stone 15 to 20 cm height Each 11
51 Kilometer stone one line dressed Each 450
52 LDPE sheet ( Geo membrane ) 500 micron thick sqm 92
55 M S Bolts / Nuts / Washers kg 90
56
Murum(including loading charges but excluding
Seigniorage charges )
cum
107
57 Oxalic acid Ltr 76
58 Oxygen gas cum 52
59 PVC sealing strip Rm 44
60 PVC water stopper 310 mm wide Rm 485
61 PVC pipe of 100 mm dia Rm 175
62
Reinforcement steel (HYSD/TMT )
Note: As per Monthly rate fixed by Sub-Committee
tonne
46,500(Rate
for 5/2014)
63 Resin bond Cement capsule Each 65
13

Sl
No.
S. Rate
for
2014-15
1 2 3 4
64
Rough stone 20 x 20 x 75 cm ( Including Loading
charges but excluding Seigniorage Charges)
Each
23
65
Shahabad stone slab (including loading charges but
excluding Seigniorage charges)
sqm
229
66
Stone chips (at dump yard/Spoil)(including loading
charges but excluding Seigniorage charges) cum
175
67
Stone chips ( at quarry )(including loading charges but
excluding Seigniorage charges) cum
340
68
Structural steel angle / channel / beam / bars
tonne
45,000(Rate
for 5/2014)
69
Structural steel plate / flats
tonne
46000(Rate
for 5/2014)
70 Super Plasticizer (Conplast RP-264 or equivalent ) kg 80
71 Synthetic Enamel paint 1st quality Ltr 240
72 Synthetic adhesive ( Resin + Hardener ) Kg 348
73 Tar felt joint filler board 12 mm thick sqm 420
74 Tar felt joint filler board 20 mm thick sqm 630
75
Through stones 20 x 20 x 30 to 45 cm (including
loading charges but excluding Seigniorage charges) Each
23
76
Through stones 25 x 25 x 45 to 60 cm long (including
loading charges but excluding Seigniorage charges)
Each
39
77
Through stones 30 x 30 x 65 to 75 cm long (including
Each
59
78
Un-coursed rubble stones ( at dump yard /Spoil)
(including loading charges but excluding Seigniorage
charges)
cum
155
79
Un-coursed rubble stones ( at quarry )( including
cum
318
80 Water proofing compound kg 75
81 Welding electrodes 4 mm dia Each 11
82 Wire brush Each 41
14

Sl
No.
S. Rate
for
2014-15
1 2 3 4
83 Wire mesh 20 gauge sqm 212
84 Zinc chromate red oxide primer paint Ltr 175
85 inorganic zinc silicate Ltr 689
86 solvent less coal tar epoxy paint Ltr 271
87 Zinc phosphate primer Ltr 223
88 Allkyd based iron oxide paint Ltr 196
89
a) Cost of hdpe (80mm dia)
Rm
620
b) light black MS casing pipe
80mm dia (4mm thick) Rm
670
90 welded steel wire fabric 100X100X5 mm size Kg 155
91 Protective Mastic Ltr 483
92 Solventless coal tar epoxy (brown) Ltr 374
15

16
ADDITIONAL MATERIALS FOR GATES & HOISTS
FOR THE YEAR: 2014-15
GUIDE LINES:
a. For cast steel / Alloy steel / Forged steel / Bronze, aluminum alloy components the rates shall
be inclusive of cost of basic metal for these components, casting / forging charges, machining
charges and applicable excise duty on finished alloy component.
b. For other materials the rates shall be prevailing market rates.
Sl No. DESCRIPTION OF MATERIAL UNIT
S. Rate
for
2014-15
1 2 3 4
1 Alloy steel ( IS : 1570-carbon steel ) shafts Kg 210
2 Alloy steel ( IS : 1570-stainless steel ) pins Kg
420
3 Bolt / Nut / Washer ( hot dipped galvanized ) Kg 130
4 Bolt / Nut / Washer ( stainless steel ) Kg 340
5
Bronze/Aluminum
alloy(IS:305)bearings/bushes
Kg
912
6 Cast iron blocks Kg 80
7 Cast steel drums / gears Kg 220
8 Cast steel pinions Kg 210
9
Cast steel wheels / pulleys / hubs / rollers /
retainers
Kg
180
10
Chemical for de-greasing/ derusting/phosphate
coating
Ltr
140
11 Coal tar epoxy paint Ltr 215
12 Forged steel hooks / shackles Kg 260
13 MS pipe 200 / 300 mm dia Kg 175
14 MS pipe 32 mm dia Rm 185
15 MS pipe 25 mm dia Rm 150
16 Rubber bottom seal ( IS : 11855 ) Rm 759
17
Rubber side seal ( music note type Teflon
claded ) ( IS : 11855 ) Rm
1518
18
Rubber side seal ( music note type uncladed )
( IS : 11855 ) Rm
1155
19 Rubber side seal Z-type ( IS : 11855 ) Rm 1457

17
S. Rate
for
2014-15
1 2 3 4
20
Rubber corner seal ( Teflon claded )
( IS : 11855 )
Rm
1485
21 Rubber corner seal ( un claded ) ( IS : 11855 ) Rm 1100
22 Stainless steel plates / flats Kg 275
23
Welding electrode 4 mm dia x 450 mm (
radiographic low hydrogen )
Each
18
24
Welding electrode 4 mm dia x 450 mm (
stainless steel )
Each
26
25 Wire rope 6x37 constn ( IS : 2266 ) Kg 250
26 Zinc Kg 170
27 Zinc rich ( zinc content : 90 % ) epoxy primer Ltr 689
MATERIALS FOR POWER SUPPLY WORKS
Sl
No.
Description of Material Unit
S. Rate
for
2014-15
1 Electric pole with fixtures Each
For
establishing
Electrical Sub-
Stations at the
Project Sites
wherever
necessary, the
rates approved
by
APTRANSCO
may be
followed.
2 Flood light 500 W Each
3 Flood light set Each
4 Flouscent tube light 40 W Each
5 Flouscent tube light set Each
6 HT / LT Circuit breaker with accessories Set
7 HT / LT Line conductor 1000 m
8
PVC Armoured cable 10 sqmm and
below
Rm
9 PVC Armoured cable 16 sqmm Rm

18
DETAILS OF CAPITAL COST OF MACHINERY / EQUIPMENT
GUIDE LINES FOR FIXING CAPITAL COST OF MACHINERY / EQUIPMENT:
1 The Capital cost of machinery / equipment shall be for new machinery / equipment and
shall be inclusive of all taxes, duties, other levies.
2 The cost of transport vehicles / equipment shall be exclusive of cost of tyres and tubes.
3 The cost of drill rods / drill bits / air hose / water hose / road tax / insurance charges and
other consumable accessories shall not be included in the capital cost.
4 In cases, where the current capital cost of machinery / equipment could not be collected
through enquiries, the capital cost considered for previous year may be updated on the basis of
average percentage increase / decrease in the index for machinery published in the R.B.I Bulletin.
Sl
No:
DESCRIPTION OF MACHINERY / EQUIPMENT UNIT
S. Rate
for
2014-15
1 2 3 4
1 Agitator car / Transit mixer 2 cum ( excluding tyres ) Each 21,50,000
tyres and tubes 6 sets 86,000
2 Air compressor 5 cmm electric Each 7,10,000
3 Air compressor 7 cmm diesel Each 9,50,000
5 Air compressor 8.5 cmm diesel Each 10,85,000
6 Air compressor 8.5 cmm electric Each 11,20,000
8 Angle Dozer 90 hp Each 54,75,000
9 Batching plant 0.5 cum with accessories Each 12,00,000
10 Batching plant 2 x 1.00 cum with accessories Each 42,45,000
11 Batching plant 2 x 1.50 cum with accessories Each 54,25,000
12 Bending machine Each 5,30,000
13 Clamp shell and hoisting ropes Each 30,000
14 Concrete bucket 1.5 cum Each 56,000
15 Concrete hand mixer 45/30 ltr Each 15,500
16 Concrete mixer 300/200 ltr(diesel) Each 1,50,000
17 Concrete mixer 300/200 ltr ( electric ) Each 1,45,000
18 Concrete mixer 600/400 ltr(diesel) Each 2,60,000
19 Concrete mixer 600/400 ltr ( electric ) Each 2,55,000

Sl
No:
S. Rate
for
2014-15
1 2 3 4
20 Concrete paver 100 Sqm / hr Each 23,61,000
21 Concete placer pump / hour Hour 120.80
22 Convey mucker ( excluding tyres ) Each 38,55,000
23 Core drilling machine Each 11,00,000
24 Diesel generating set 30 KVA Each 4,95,000
25 Diesel generating set 50 KVA Each 6,40,000
26 Diesel Loco 45 hp Each 21,20,000
27 Dewatering pump 5 hp diesel Each 40,000
28 Dewatering pump 5 hp electric Each 24,500
29 Dewatering pump 10 hp diesel Each 60,000
30 Dewatering pump 10 hp electric Each 55,000
31 Dewatering pump 20 hp diesel Each 1,90,000
32 Dewatering pump 20 hp electric Each 1,00,000
33 Drifter Each 10,58,000
34 Drilling jumbo ( excluding tyres ) Each 13,02,000
35 Dumper 4.5 cum ( excluding tyres ) Each 14,50,000
36 Geophysical Ele.resistivity meter Each 4,75,000
37 Grouting pump Each 1,02,000
38 Guniting / sand blasting equipment Each 2,80,000
39 Ice plant with accessories 30 t / day Each 22,80,000
40 Jack hammer Each 65,000
41 Needle vibrator 40 mm petrol Each 20,000
42 Needle vibrator 40 mm electric Each 21,000
43 Needle vibrator 60 mm petrol Each 21,500
44 Needle vibrator 60 mm electric Each 25,500
45 Planing machine 4 m stroke Each 7,80,000
19

Sl
No:
S. Rate
for
2014-15
1 2 3 4
46 Plate shearing machine up to 12 mm Each 4,25,000
47 Pneumatic placer 0.5 cum Each 5,80,000
48 Pneumatic tamper Each 85,000
49 Pug cutting machine Each 16,000
50 Pusher leg Each 52,000
51 Road roller diesel 10 t Each 8,50,000
52 Shovel 0.50 cum 75 hp Each 37,50,000
53 Shovel 0.85 cum 110 hp Each 63,80,000
54 Stationery derrick crane 5 t Each 6,53,000
55 Tipper 5 cum ( excluding tyres ) Each 16,25,000
56 Tipping tub 1.5 cum Each 2,40,000
57 Tower crane 5 tonne Each 74,75,000
58 Transformer 250 KVA Each 4,25,000
59 Truck 10 t ( excluding tyres ) Each 14,75,000
60 Truck mounted derrick crane 5 t ( excluding tyres ) Each 19,60,000
61 Upright drilling machine Each 56,000
62 Ventilation fan 20 hp Each 2,60,000
63 Vibratory pad foot roller 8 t Each 29,50,000
64 Wagon drill Each 6,50,000
65 Water tanker 8000 ltr (excluding tyres) Each 14,22,000
66 Welding set Each 48,000
67 Winch 35 hp electric Each 3,75,000
68 Hydraulic Truck Crane 30T Each 1,44,84,250
tyres and tubes 6 sets 1,85,220
69 Hydraulic Truck Crane 16T Each 1,03,90,875
20

21
S Rate
for
2014-15
1 2 3 4
1 Casing shoe bit Each 10,500
2 Diamond core bit BX size Each 10,600
3 Diamond core bit NX size Each 12,720
4 Double tube core barrel Each 13,568
5 Extension drill rod with coupling sleeve Rm 2120
6 Jack hammer drill rod 1.5 m Each 4028
7 Jack hammer drill rod 2.5 m Each 6254
8 Nozzle for Guniting / sand blasting gun Each 700
9 Paving Cylinder Each 28,080
10 Rails 30R ( 30 kg / m ) tonne 51,500
11 Reamer shell Each 5150
12 T.C. Cross bit 50 mm dia Each 5000
13 T.C. Cross bit 75 mm dia Each 10,000
14 T.C. Cross bit 100 mm dia Each 12,000
15 Tyres and Tubes for truck Set 18,000
16 Wire rope 16 mm dia Rm 265
17 Excavation of drain with Excavator cum 35
Sl
No:
S. Rate
for
2014-15
1 2 3 4
tyres and tubes 6 sets 1,85,220
70 Heavy Duty Airless Spray Painting Equipment Each 4,87,770
ACCESSORIES TO MACHINERY / EQUIPMENT FOR THE YEAR : 2014-15

22
Sl
No.
S Rate
for
2014-15
1 2 3 4
1 Jaw crusher 900 x 500 mm ( 120 tph ) with 50 hp motor Each
These items are
no where being
used in the
Standard Data.
Hence this may
be deleted from
SoR
4 Jaw plates 900 x 500 mm ( serreted ) Set
7 Nylon Conveyor belt 3 ply 600 mm width Rm
8 Nylon Conveyor belt 3 ply 1000 mm width Rm
AGGREGATE CRUSHING & PROCESSING PLANT
OTHER COSTS ON MATERIAL / MACHINERY / EQUIPMENT
1 The rate provided for ' SUNDRIES' (Lump sum provision for unquantified inputs in the
data rates) shall be updated on the basis of general percentage increase / decrease in the market
rates or on the basis of R.B.I ' All Commodity' index.
2 The rate for structural steel fabrication shall include cost of all materials (except
structural steel), machinery, labour and one coat of primer painting.
3 Demand charges and electric power charges shall be as per prevailing APCPDCL tariff.
4 Rate of interest on capital cost shall be as approved by Govt or other competent authority.
Sl
No.
S Rate
for
2014-15
1 2 3 4
1 Air hose 25 mm dia Rm 175
2 Air hose 50 mm dia Rm 298
3
Demand charges (HT-I : General-11 KVA category)
on power supply
KVA /
month 350
4 Diesel Ltr 62
5
Electric power (HT-VIII Category) including
tax (1.5 times of the Tariff of HT-I(A): General-11
KVA category)
Kwhr
8.5
6 Excise duty on Gates / Hoist supplies % 0%
7 Insurance charges on machinery % / annum 1%
8 Interest on capital cost % / annum 11.00%

Sl
No.
S Rate
for
2014-15
1 2 3 4
9 Lubricants Ltr 275
10 Petrol Ltr 78
11 Rivets Kg 100
12 Road tax on transport vehicles Rs./annum 18,132
13 Shalimastic sealing compound Kg 94
14 Shutter oil Ltr 78
15 Structural steel fabrication Kg 24
16 Sundries ( Lump sum for un quantified inputs ) LS 41
17 Water hose ( pressure ) 20 mm dia Rm 219
18 Steel wedges LS 16
19 Elbows / Nipple / Plugs etc., LS 17
20 Soldering materials LS 17
21 Steam circulation arrangement LS 17
22 Fuel charges ( gas for heating ) LS 17
23 Vulcanizing materials LS 17
24 Other accessories / controls / junctions LS deleted
25 Miscellaneous fittings / switches etc LS deleted
26 Anchors / supports for cables / lights LS deleted
27 Civil works for foundations / pedestals / duct etc LS deleted
28 Gas cutting set ( 2 No’s 15 m hose and nozzle unit ) Each 14,203
29 Grease Kg 260
30
Welding holder set ( cable / holder / gloves / mask
etc )
Each
7350
31 Use rate of ropes LS 150
23

MATERIALS FOR GATES AND HOISTS
S Rate
for
2014-15
1 Worm reducers Each 224400
2 Electric motor 20 hp(Double Shaft) Each 121000
3 Electric motor 17.5 hp(Double Shaft) Each 85,800
4 Electric motor 12.5 hp(Double Shaft) Each 72,600
5 Electric motor 5 hp(Double Shaft) Each 33,000
6 Electric motor 3 hp (Double Shaft) Each 23,100
7 Electric motor 2 hp (Double Shaft) Each 12100
8 Floating shaft 300 mm dia Kg 180
9 Manual operating system Each 28,820
10 Gate position indicator Each 195800
11 Ele-magnetic brake Each 35,200
12 Electric cable / switch / control panel etc LS 50,380
13 Wire rope sockets Each 4,620
24

Part I - Materials not covered under Irrigation basic data– Common SoR 2014-15
Materials other than covered under irrigation
For the year 2014-15
GENERAL GUIDE LINES FOR REVISING RATES OF MATERIALS:
1 Average of the prevailing market rates, ignoring freak rates, is the criteria for
Fixing market rates for materials.
2 The rates for materials is inclusive of all taxes, duties and other local levies.
3 The rates for materials are exclusive of Seigniorage charges wherever applicable.
4 The rates for materials, except those for which lead charges are admissible as per the
Statement of lead charges is for all leads.
Sl. No. Description Unit
S. Rate
for
2014-15
1 2 3 4
M-002
Quarried stone 150 - 200 mm size for Hand Broken
(Excluding Seigniorage charges)
Cum
147
M-003
Boulder with minimum size of 300 mm for Pitching
(Excluding Seigniorage charges)
Cum
164
M-004
Coarse sand for filling (Excluding Seigniorage
charges) Cum
Rate as per item
no.27(b) of material
of I&CAD
M-005
Coarse sand for mortar(Excluding Seigniorage
charges) Cum
Rate as per item
no.27(a) of material
of I&CAD
M-006
Fine Sand (Excluding Seigniorage charges)
Cum
Rate as per item
no.28 of material of
I&CAD
M-007 Murum (Excluding Seigniorage charges) Cum
Rate as per item
no.56 of Material
rates of I&CAD.
M-008 Gravel/Quarry spall(Excluding Seinorage Charges) Cum 103
M-009 Granular Material or hard murum for GSB works Cum Deleted
M-010
Granular Material or hard murum for GSB
works(Excluding Seigniorage charges)
Cum
92
M-011 Fly ash conforming to IS: 3812 ( Part II & I) Cum 72
For item No.M-012 to M-055 the note shall be as
follows
1) The rates mentioned are exclusive of Seigniorage
charges but inclusive of blasting charges of
Rs.70/cum and 25% machine crushing charges.
However, if the metal is obtained by hand broken,
machine crushing charges shall be deducted.
2) If the material is obtained by hand broken from
surface boulders/canal spoil, the blasting and crushing
charges shall be deducted.
3)The material shall be HB Stone of Granite,
Dolamite, Dolerite and Trap.(Quartzite and Basalt
with aggregate impact of less than 20)
25

S. Rate
for
2014-15
1 2 3 4
M-012
Filter media/Filter Material as per Table 300-3
(MoRT&H Specification) (excluding Seiniorage
Charges)
Cum
345
M-013
Close graded Granular sub-base Material 53 mm to
9.5 mm (excluding Seinorage Charges)
Cum
667
M-014
Close graded Granular sub-base Material 37.5 mm to
Cum
685
M-015
Cum
711
M-016
Cum
592
M-017
Cum
582
M-018
Close graded Granular sub-base Material 4.75mm to
Cum
510
M-019
Close graded Granular sub-base Material 4.75mm to
75 micron mm((excluding Seinorage Charges)
cum
489
M-020
Close graded Granular sub-base Material 2.36 mm
(excluding Seinorage Charges)
Cum
489
M-021
Stone crusher dust finer than 3mm with not more than
10% passing 0.075 sieve. (excluding Seinorage
Charges)
Cum
357
M-022
Coarse graded Granular sub-base Material 2.36 mm
& below (excluding Seinorage Charges)
Cum
438
M-023
Coarse graded Granular sub-base Material 4.75mm to
75 micron mm (excluding Seinorage Charges)
cum
474
M-024
to 2.36 mm (excluding Seinorage Charges)
Cum
474
M-025
Coarse graded Granular sub-base Material 9.5 mm to
Cum
561
M-026
Cum
619
M-027
Cum
620
M-028
Cum
685
M-029
Coarse graded Granular sub-base Material 53 mm to
26 .5mm (excluding Seinorage Charges)
Cum
850
M-030
Aggregates below 5.6 mm(excluding Seiniorage
Charges)
Cum
557
M-031
Aggregates 22.4 mm to 2.36 mm (excluding
Seiniorage Charges)
Cum
914
M-032
Seiniorage Charges)
Cum
1040
M-033
Aggregates 45 mm to 2.8 mm (excluding Seiniorage
Charges)
Cum
667
26

S. Rate
for
2014-15
1 2 3 4
M-034
Aggregates 45 mm to 22.4 mm (excluding
Seiniorage Charges)
Cum
Rate as per item no.9
of Material rates of
I&CAD.
M-035
Charges)
Cum
914
M-036
Aggregates 53 mm to 22.4 mm (excluding
Seiniorage Charges)
Cum
872
M-037
Charges)
Cum
714
M-038
Aggregates 63 mm to 45 mm (excluding Seiniorage
Charges)
Cum
662
M-039
Charges)
Cum
Rate as per item
no.10 of Material
rates of I&CAD.
M-040
Charges)
Cum
I&CAD.
M-041
Seiniorage Charges)
Cum
704
M-042
Aggregates 13.2 mm to 0.09 mm(excluding
Seiniorage Charges)
Cum
798
M-043
Seiniorage Charges)
Cum
919
M-044
Aggregates 13.2 mm to 10 mm(excluding
Seiniorage Charges)
Cum
1029
M-045
Charges)
Cum
I&CAD.
M-046
Charges)
Cum
1129
M-047
Charges)
Cum
1040
M-048
Seiniorage Charges)
Cum
1103
M-049
Seiniorage Charges)
Cum
1145
M-050
Aggregates 6 mm nominal size(excluding
Seiniorage Charges)
Cum
735
M-051
Seiniorage Charges)
Cum
935
M-052
Aggregates 13.2/12.5 mm nominal size(excluding
Seiniorage Charges)
Cum
1097
M-053
Seiniorage Charges)
Cum
1365
M-054
Seiniorage Charges)
Cum
1313
27

S. Rate
for
2014-15
1 2 3 4
M-055
Seiniorage Charges)
Cum
845
M-056 AC pipe 100 mm dia Metre Rate as per PH item
M-057 Acrylic polymer bonding coat Litre 474
M-058 Aluminum Paint Litre 330
M-059 Aluminum alloy plate 2mm Thick Sqm 381
M-060 Aluminum alloy/Galvanized steel Tone 70,931
M-061
Aluminum sheeting fixed with encapsulated lens type
reflective sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes, nuts, bolts
etc. and signs as applicable
Sqm
968
M-062
Aluminum studs 100 x 100 mm fitted with lens
reflectors
No’s
As per local market
rate
M-063 Barbed wire Kg 80
M-064 Bearing (Cost of parts) No’s 570
M-065
Bearing (Cast steel rocker bearing assembly of 250
tonne )
No’s
785
M-066
Bearing (Elastomeric bearing assembly consisting of
7 internal layers of elastomer bonded to 6 nos.
internal reinforcing steel laminates by the process of
vulcanization,)
Cm3
As per Market
Competitive rates.
M-067 Bearing (Forged steel roller bearing of 250 tonne) No’s
M-068
Bearing (Pot type bearing assembly consisting of a
metal piston supported by a disc, PTFE pads
providing sliding surfaces against stainless steel
mating together with cast steel assemblies/fabricated
structural steel assemblies duly painted with all
components
No’s
M-069
Bearing (PTFE sliding plate bearing assembly of 80
tonnes )
No’s
M-070 Bearing (Supply of sliding plate bearing of 80 tonne) No’s
M-071 Bentonite Kg 7.5
M-072 Binding wire Kg
I&CAD.
M-073 Bitumen ( Cationic Emulsion ) Tone
As per rates fixed by
R&B Dept based on
refinery rates
M-074 Bitumen (60-70 grade)(Excluding taxes) Tone
M-075 Bitumen (80-100 grade ) (Excluding taxes) Tone
28

S. Rate
for
2014-15
1 2 3 4
M-076 Bitumen (Cutback ) Tone As per rates fixed by
R&B Dept based on
refinery ratesM-077 Bitumen (emulsion)(Excluding taxes) Tone
M-078 Bitumen (modified graded) Tone
M-079 Brick Each
As per Building SSR
M-080 C.I. shoes for the pile Kg 54
M-081 Cement Tone
I&CAD.
M-082 Cold twisted bars (HYSD/TMT Bars) Tone
Rate as per item
no.62 of Material
rates of I&CAD
M-083 Collar for joints 300 mm dia No’s 165
M-084 Compressible Fibre Board(20mm thick) Sqm 541
M-085 Connectors/ Staples Each 82
M-086 Copper Plate(12m long x 250mmwide) Kg 536
M-087 Corrosion resistant Structural steel Tone 59,225
M-088
Corrugated sheet, 3 mm thick, "Tie" beam section
railing
Kg
206
M-089 Credit for excavated rock found suitable for use Cum 194
M-090 Curing compound Liter 130
M-091
Delineators from ISI certified firm as per the standard
drawing given in IRC - 79
Each
As per local
competitive
quotations
M-092
Earth Cost or compensation for earth taken from
private land(Excluding Seigniorage Charges)
Cum
40
M-093
Elastomeric slab seal expansion joint assembly
manufactured by using chloroprene, elastomer for
elastomeric slab unit conforming to clause 915.1 of
IRC: 83 (part II),
Metre
As per local
competitive
quotations
M-094
Electric Detonators @ 1 detonator for 1/2 gelatin stick
of 125 gms each
100 no’s
Rate as per item No.
21 of I&CAD
M-095
Epoxy compound with accessories for preparing
epoxy mortar
Kg
361
M-096 Epoxy mortar Kg 118
M-097 Epoxy primer Kg 613
M-098 Epoxy resin-hardner mix for prime coat Kg 633
M-099 Flag of red color cloth 600 x 600 mm Each 25
29

S. Rate
for
2014-15
1 2 3 4
M-100 Flowering Plants Each 40
M-101 Galvanized MS flat clamp No’s 195
M-102
Galvanized steel wire crates of mesh size 100 mm x
100 mm woven with 4mm dia. GI wire in rolls of
required size.
Sqm
180
M-103
Galvanized structural steel plate 200 mm wide, 6 mm
thick, 24 m long
Kg
932
M-104 Gelatin 80% Kg 73
M-105 Geo grids Sqm
As per local
competitive
quotations
M-106 (a)Geo membrane 500 micron thick Sqm Rate as per item No.
52 of I&CAD
(b) Geo membrane 750 micron thick Sqm Rate as per item No.
53 of I&CAD
(c) Geo membrane 1000 micron thick Sqm Rate as per item No.
54 of I&CAD
M-107 Geo nets Sqm
As per local
competitive
quotations
M-108 (a)Geo textile 160 gsm Sqm
Rate as per item No.
29 of I&CAD
(b) Geo textile 200 gsm Sqm Rate as per item No.
30 of I&CAD
(c) Geo textile 250 gsm Sqm Rate as per item No.
31 of I&CAD
M-109 Geo textile filter fabric Sqm
As per local
competitive
quotations
M-110 GI bolt 10 mm Dia No’s 23
M-111 Grouting pump with agitator Hour
Rate covered in hire
charges of machinery
of Irrigation items
M-112
Grass (Doob)
Kg
6
M-113
Grass (Fine)
Kg
8
M-114 HDPE pipes 75mm dia Metre
Rate as per PH itemsM-115 HDPE pipes 90mm dia Metre
M-116 Hedge plants Each
Rate as per local
competitive
quotations
M-117 Helical pipes 600mm diameter Metre
M-118 Hot applied thermoplastic compound Litre
M-119 HTS strand Tone

30
S. Rate
for
2014-15
1 2 3 4
M-120 Joint Sealant Compound Kg Rate as per local
competitive
M-121
Jute netting, open weave, 2.5 cm square opening for
seeding and Mulching
Sqm
90
M-122 LDO for steam curing Litre 65
M-123 M.S. Clamps Kg Deleted
M-124 M.S. Clamps Kg
Rate as per local
competitive
quotations
M-125 M.S. shoes @ 35 Kg per pile of 15 m Kg
Rate as per local
competitive
quotations
M-126
Mild Steel bars
Tone 46,865
M-127
Modular strip/box seal expansion joint including
anchorage catering to a horizontal movement beyond
70 mm and up to 140mm assembly comprising of
edge beams, central beam,2 modules chloroprene seal,
anchorage elements, support and control system, all
steel sections protected against corrosion and installed
by the manufacturer or his authorized representative
Metre
Rate as per local
competitive
quotations
M-128
Modular strip/box seal expansion joint catering to a
horizontal movement beyond 140mm and up to
210mm box/box seal joint assembly containing 3
modules/cells and comprising of edge beams, two
central beams, chloroprene seal, anchorage elements,
support and control system, all steel sections
protected against corrosion and installed by the
manufacturer or his authorized representative
Metre
Rate as per local
competitive
quotations
M-129
Nipples 12mm
No’s 20
M-130
Nuts and bolts
Kg 100
M-131
Paint
Litre 255
M-132 Pavement Marking Paint Litre
Rate as per local
competitive
quotations
M-133 Paving Fabric Sqm
M-134
Perforated geo synthetic pipe 150 mm dia
Metre
M-135
Perforated pipe of cement concrete, internal dia 100
mm
Metre
M-136
Pesticide
Kg
Rate as per local
competitive
31

S. Rate
for
2014-15
1 2 3 4
quotations
M-137
R.C.C Pipes 200 mm dia, 2.5 m long for drainage
Metre Rate as per PH item
M-138
Plastic sheath, 1.25 mm thick for dowel bars
Sqm
Rate as per local
competitive
quotations
M-139 Plastic tubes 50 cm dia , 1.2 m high No’s
M-140 Polymer braids Metre
M-141
Pre moulded Joint filler, 25 mm thick for expansion
joint.
Sqm
M-142 Pre-coated stone chips of 13.2 mm nominal size Cum
M-143
Preformed continuous chloroprene elastomer or
closed cell foam sealing element with high tear
strength, vulcanized in a single operation for the full
length of a joint to ensure water tightness.
Metre Rate as per local
competitive
quotations
M-144 Pre-moulded asphalt filler board Sqm
M-145
Pre-packed cement based polymer concrete of
strength 45 Mpa at 28 days Kg
Rate as per local
competitive
quotations
M-146 Primer Kg As per Building SSR
M-147 Quick setting compound Kg
As per local market
rate
M-148
Random Rubble Stone(Including Loading Charges
but excluding Seignorage Charges) Cum 252.00
M-149
RCC Pipe NP 4 heavy duty non pressure pipe 1000
mm dia Metre
Rate as per PH itemsM-150
mm dia
Metre
M-151
mm dia Metre
M-152
Reflectorising glass beads
Kg
Rate as per local
competitive
quotations
M-153
Reinforcement strips 60 mm wide 5 mm thick as per
clause 3102. (Copper Strips)
Metre
M-154
clause 3102. (Galvanized carbon steel strips)
Metre
M-155
clause 3102. (Glass reinforced polymer/ fiber
reinforced polymer/polymeric strips)
Metre
32

S. Rate
for
2014-15
1 2 3 4
M-156
clause 3102. (Stainless steel strips)
Metre Rate as per local
competitive
quotations
M-157
clause 3102. (Aluminum strips)
Metre
M-158 Rivets Each 7.00
M-159 Sand bags (Cost of sand and Empty cement bag) No’s 18.00
M-160 Sapling 2 m high 25 mm dia Each
Rate as per local
competitive
quotations
M-161 Scrap tyres of size 900 x 20 No’s 80.00
M-162 Seeds(Grass) Kg 18.00
M-163
Cost of Selected earth (Excluding Seignorage
Charges)
Cum Rate as per Item No.
M-092
M-164
Separation Membrane of impermeable plastic
sheeting 125 micron thick
Sqm Rate as per local
competitive
quotations
Rate as per local
M-165 Sheathing duct Metre
M-166 Shrubs Each 15.00
M-167
Sludge / Farm yard manure @ 0.18 cum per 100 sqm
at site of work for turfing
Cum
Rate as per local
competitive
quotations
M-168 Sodium vapour lamp Each As per Building SSR
M-169
Square Rubble Coursed Stone(Including Loading
Charges but excluding Seigniorage charges)
Cum 2236.00
M-170
Steel circular hollow pole of standard specification for
street lighting to mount light at 5 m height above deck
level
Each
Rate to be obtained
from
Electricity/Municipal
Departments
Rate to be obtained
from
M-171
Steel circular hollow pole of standard specification for
street lighting to mount light at 9 m height above road
level
Each
M-172
Steel drum 300 mm dia 1.2 m high/empty bitumen
drum
No’s As per local
competitive market
rate
As per local
M-173
Steel helmet and cushion block on top of pile head
during driving.
Kg
M-174 Steel pipe 25 mm external dia as per IS:1239 Metre 288.00
M-175 Steel pipe 50 mm external dia as per IS:1239 Metre 561.00
M-176 Steel wire rope 20 mm Kg 185.00
M-177 Steel wire rope 40 mm Kg 211.00
M-178 Strip seal expansion join Metre
Rate as per local
competitive
quotations
33

S. Rate
for
2014-15
1 2 3 4
M-179 Structural Steel(HYSD/TMT bars) Tone
I&CAD
M-180
Super plasticizer admixture IS marked as per 9103-
1999
Kg Rate as per item no.70
I&CAD
M-181
Synthetic Geo grids as per clause 3102.8 and
approved design and specifications.
Sqm
Rate as per local
competitive quotations
M-182
Through and bond stone
(a) 20X20x30 to 45 cm long Each
Rate as per item
no.75 of Material
rates of I&CAD.
(b) 25X25x45 to 60 cm long
Each
Rate as per item
no.76 of Material
rates of I&CAD.
(c) 30X30x65 to 75 cm long
Each
Rate as per item
no.77 of Material
rates of I&CAD.
M-183
Tie rods 20mm diameter
No’s
54.00
M-184 Tiles size 300 x 300 mm and 25 mm thick Each
As per Building SSR
M-185
Timber
Cum
M-186
Traffic cones with 150 mm reflective sleeve
No’s Rate as per local
competitive
quotations
Rate as per local
competitive
M-187
Tube anchorage set complete with bearing plate,
permanent wedges etc No’s
M-188
Un slaked lime
Tonne
2616.00
M-
189(a)
Water charges(Urban)
KiloLitre 103
b) Water charges(Rural) KiloLitre 77
M-190
Water based cement paint
Litre As per Building SSR
M-191
Welded steel wire fabric
Kg
155.00
M-192
Wire mesh 50mm x 50mm size of 3mm wire
Kg
252.00
M-193
Wooden ballies 2" Dia for bracing
Each As per Building SSR
As per Building SSR
M-194 Wooden ballies 8" Dia and 9 m long Each
M-195 Wooden packing Cum 1265.00
M-196
Wooden staff for fastening of flag 25 mm dia, one m
long
Each 75.00
34

S. Rate
for
2014-15
1 2 3 4
Item 8.3
Printing new letter and figures of any shade (ii)
English Roman
per cm
height per
letter 1.60
Item 8.8
Painting Two Coats on New Concrete Surfaces
Sqm As per Building SSR
Item 8.9 Painting angle iron post Two Coats Sqm As per Building SSR
Miscellaneous Items
1
Benching old embankment slopes 0.45 X 0.45 M
RM
4.20
2
Laying Sand Bags in the stipulated places including
cost of empty cement bag, sand, thread, stiching
charges and labour charges with 14%overhead
charges and contractors profits.
per bag
25.60
3
Rough stone for revetment 225mm thick ( including
Loading charges but excluding Seigniorage charges) Cum
144.00
4
Eradication of Weed growth from Drains, Canals by
spraying Chemicals Sqm
1.75
5
Thinner
Ltr
140.00
35

Conveyance Charges of Material – Common SoR 2014-15
36
Conveyance
Charges of Material

37
CONVEYANCE CHARGES OF MATERIALS AS PER SoR 2014-15
(COMMON TO ALL DEPARTMENTS).
LEAD, LIFT, LOADING AND UNLOADING CHARGES FOR MATERIALS FOR THE
YEAR: 2014-15
1. For total lead up to 150 m (including initial lead) lead charges by head load only shall be adopted irrespective of
mode of conveyance.
2. For total lead exceeding 150 m conveyance by mechanical means only shall be adopted irrespective of
mode of conveyance.
3. The rates for loading at quarry including idle hire charges of trucks and hire charges per for each
kilometer and up to 5 km are cumulative and inclusive of total charges for Preceding lead.
4. Unless otherwise specified lead charges for Earth / Sand / Gravel / Aggregates and Stones are for loose volume
and not for compacted or in-situ volume.
5. The rates for lift charges, lead charges, hire charges are cumulative and inclusive of rates for preceding lift,
lead and hire charges.
6. Lift charges are not payable where conveyance of materials is by mechanical means to final placing point.
7. Loading and unloading charges are not payable for conveyance by head load.
8. Loading charges are not payable for conveyance by mechanical means for disposal of excavated
materials beyond initial lead of 50 m wherever specified.
9. Loading and unloading charges are not payable for conveyance by mechanical means for disposal of
excavated materials beyond initial lead of 1 km wherever specified.
10. The rates for unloading of materials except earth, sand, gravel, coarse aggregate, rubble, size stone and cut
stone are inclusive of stacking.
11. Hire charges are per 1KM for tippers and trucks for transport of materials from work site to dump yard and
other places are cumulative& includes previous km up to 5 kms
12. The lead & lift charges are inclusive of contractor's profit and overhead charges of 14%
13. During the BoCE meeting held on 24-05-2014, it is observed that in some of the estimates,
Lead Charges are being added directly to the material basic rates for arriving the finished item
rate. In view of that, the BoCE has instructed to see that while arriving the finished item rate,
the lead charges are to be added to the material basic rates only after deducting the provision
of "Contractor's Profit and Overhead charges"

38
Sl No.
Total distance
( Total lead includes initial
lead )
Earth / Sand /Gravel
/ Murrum/ Lime/
Surki/ Size stone /
Cut stone Rubble /
Coarse aggregate
Rs/Cum
Cement /
Reinforce-
ment steel
Str steel
Rs / tonne
PCC slab/
Shahbad slab /
CC block/ BS
slab/ Late-rite /
Wood Rs /
cum
1 2 3 4 5
1
Total lead up to 50 m
(covered by item rate) initial lead initial lead initial lead
2 Total lead up to 100 m 48.00 28.00 61.10
3 Total lead up to 150 m 96.10 56.10 122.30
A. (LEAD) CONVEYANCE CHARGES FOR MATERIALS BY HEAD LOAD
Notes: 1. No loading or unloading charges are admissible for conveyance by head load.
2. For total lead exceeding 150 m conveyance charges by mechanical means only shall be
adopted irrespective of mode of conveyance.
3.The lead & lift charges are inclusive of 14% Contractor Profit and Over Head
charges
B.( LEAD) CONVEYANCE CHARGES FOR MACHINERY PER KILOMETER FOR
TRANSPORTING MATERIALS BY TIPPERS AND TRUCKS EXCLUDING LOADING,
UNLOADING AND IDLE HIRE CHARGES OF MACHINERY
( No loading and unloading charges allowed for machinery loading and unloading )
Sl
No.
Distance
(Lead)
charges for
trucks and
tippers for
Earth / Sand
/Gravel /
Murrum/
Lime/ Surki/
per cu.meter
(Lead) charges
for trucks and
tippers for
Rubble/Size
stones/ Cut
Stones/ Coarse
aggregate per
cu.meter
(Lead) charges for
trucks and tippers
for Cement/ Steel/
RCC poles/ AC &
GI sheets/ Packed
materials/tonne
(Lead)
charges for
trucks and
tippers per
cu.meter
for PCC
slabs/
Shahabad
slabs/ CC &
Laterite
blocks/
Wood/ cum
(Lead)
charges
for
trucks
and
tippers
per
cu.met
er
water/
10
00
(Lead)
charges for
trucks
per 1000
nos. of
bricks
1 2 3 4 5 6 7 8
1 Lead up to 1 km 31.50 30.40 19.00 44.70 18.80 50.70
2 Lead up to 2 km 44.10 42.60 26.60 62.60 26.30 71.00
3 Lead up to 3 km 58.90 58.90 36.80 86.60 35.00 94.60
4 Lead up to 4 km 71.50 71.50 44.70 105.10 42.50 114.90
5 Lead up to 5 km 84.10 84.10 52.60 123.70 50.00 135.20
6
for Every km
beyond 5 km up to
30 km 12.60 12.60 7.90 18.50 7.50 20.30
7
for Every km beyond
30 km 10.50 10.50 6.60 15.50 6.30 16.90
Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges

39
Sl No. Description of item
Earth /
Sand
/Gravel
Murrum/ /
Surki/
Rs / cum
Rubble/ size
stone/ cut
stone/
Coarse
aggregate,
Lime in
Rs/cum
cement in
Rs/tonne
steel in
Rs./tonne
brick
work
Rs/1000
No
1 2 3 4 5 6 7
1 Loading 16.00 32.00 52.80 63.30 44.00
2 Unloading 8.00 16.00 52.80 63.30 44.00
C. LOADING AND UNLOADING CHARGES BY MANUAL MEANS
( idle hire charges of trucks are not added)
D. LOADING AND UNLOADING CHARGES BY MANUAL MEANS
(including idle hire charges of trucks)
Earth /
Sand
/Gravel
Murrum/ /
Surki/
Rs / cum
Rubble/ size
stone/ cut
stone/
Coarse
aggregate,
Lime in
Rs/cum
cement in
Rs/tonne
steel in
Rs./tonne
brick
work
Rs/1000
No
1 2 3 4 5 6 7
1 Loading 108.20 124.20 154.20 164.70 211.30
2 Unloading 38.60 62.10 154.20 164.70 211.30
Note: The lead & lift charges are inclusive of 14% Contractor Profit and Over Head charges.
E.LOADING AND UNLOADING CHARGES BY MECHANICAL MEANS
(including idle hire charges of trucks)
Earth /
Sand
/Gravel
Murrum/ /
Surki/
Rs / cum
Rubble/ size
stone/ cut
stone/
Coarse
aggregate,
Lime in
Rs/cum
1 2 3 4
1 Loading 52.50 105.00
2 Unloading 15.90 15.90

40
F. LIFT CHARGES FOR MATERIALS BY HEAD LOAD
Sl
No.
Total lift
( Total lift includes
initial lift )
Earth / Sand
/Gravel
Murrum/ Lime/
Surki/
Size stone / Cut
stone
Rubble / Coarse
aggregate
Rs / cum
Cement /
Reinforce-
ment steel
Str steel
Rs / tonne
PCC slab/
Shahbad
slab / CC
block/ BS
slab / Laterite
/ Wood
Rs / cum
1 2 3 4 5
1
Total lift up to 3 m
(covered by item rate) Initial lift Initial lift Initial lift
2
For Every 1.00 Lift
beyond initial lift of 3
meters 5.60 4.10 7.50

Machinery Hire Charges – Common SoR 2014-15
41
HIRE CHARGES

42
HIRE CHARGES OF PLANT & MACHINERY
Sl.
No Description of machinery Unit
Hire
charge in
Rs
Fuel
charge in
Rs
Crew
Charge
in Rs.
Total in Rs
1 2 3 4 5 6 7
1 Agitator car / Transit mixer 2 cum Hour 758.40 937.80 244.90 1941.10
2 Air compressor 5 cmm ( electric ) Hour 108.30 256.80 142.40 507.50
3 Air compressor 7 cmm ( diesel ) Hour 241.30 767.30 182.20 1190.80
4 Air compressor 7 cmm ( electric ) Hour 131.90 342.40 142.40 616.70
5 Air compressor 8.5 cmm ( diesel) Hour 275.60 959.10 182.20 1416.90
6 Air compressor 8.5 cmm ( electric) Hour 170.80 428.00 142.40 741.20
7 Air compressor 15 cmm ( electric) Hour 138.80 951.20 151.80 1241.80
8 Angle Dozer 90 hp Hour 1715.50 656.00 204.10 2575.60
9 Batching plant 0.5 cum ( 6 Cum/hr) Hour 114.60 114.10 293.80 522.50
10
Batching plant 2 x 1.00 cum
(15 Cum/hr) Hour 405.40 342.40 293.80 1041.60
11
Batching plant 2 x 1.50 cum
( 50 Cum/hr) Hour 518.10 418.50 293.80 1230.40
12 Bending machine 3000 x 12 mm Hour 42.60 114.10 113.90 270.60
13 Clamp shell and hoisting ropes Hour 5.40 0.00 0.00 5.40
14 Concrete bucket 1.5 cum Hour 15.80 0.00 0.00 15.80
15 Concrete hand mixer 45 / 30 ltr Hour 5.50 0.00 0.00 5.50
16 Concrete mixer 300 / 200 ( diesel) Hour 53.50 85.30 189.80 328.60
17
Concrete mixer 300 / 200 ltr
( electric) Hour 51.70 38.00 189.80 279.50
18 Concrete mixer 600 / 400 ( diesel) Hour 92.70 170.50 189.80 453.00
19
Concrete mixer 600 / 400 ltr
( electric) Hour 91.00 76.10 189.80 356.90
20 Concrete paver 100 sqm / hr Hour 356.50 0.00 364.40 720.90
21 Concete placer pump / hour Hour 822.80 264.80 151.80 1239.40
22 Convey mucker Hour 319.00 255.80 244.90 819.70
23 Core drilling machine Hour 65.80 682.00 113.90 861.70
24 Diesel generating set 30 KVA Hour 85.10 1023.00 113.90 1222.00
25 Diesel generating set 50 KVA Hour 381.60 575.40 142.40 1099.40
26 Diesel Loco 45 hp Hour 10.20 85.30 96.10 191.60
27 Dewatering pump 5 hp ( diesel ) Hour 3.00 38.00 72.10 113.10
28 Dewatering pump 5 hp ( electric ) Hour 15.20 170.50 96.10 281.80

Sl.
Hire
charge in
Rs
Fuel
charge in
Rs
Crew
Charge
in Rs.
Total in Rs
1 2 3 4 5 6 7
30 Dewatering pump 10 hp ( electric Hour 48.30 341.00 96.10 485.40
32 Dewatering pump 20 hp ( electric Hour 322.70 0.00 306.20 628.90
33 Drifter Hour 368.40 46.00 151.80 566.20
34 Drilling jumbo Hour 580.70 429.70 195.90 1206.30
35 Dumper 4.5 cum Hour 99.00 0.00 0.00 99.00
36 Geophysical Electric resistivity meter Hour 24.90 38.00 227.80 290.70
37 Grouting pump Hour 110.10 0.00 189.80 299.90
38 Guniting / sand blast equipment Hour 170.20 1084.30 113.90 1368.40
39 Ice plant & accessories 30 t / day Hour 19.80 0.00 284.70 304.50
40 Jack hammer Hour 7.60 21.50 136.60 165.70
41 Needle vibrator 40 mm ( petrol ) Hour 8.00 7.60 136.60 152.20
42 Needle vibrator 40 mm ( electric ) Hour 8.20 32.20 136.60 177.00
43 Needle vibrator 60 mm ( petrol ) Hour 9.70 11.40 136.60 157.70
44 Needle vibrator 60 mm ( electric ) Hour 117.80 114.10 182.20 414.10
45 Planing machine 4 m stroke Hour 41.90 152.20 122.50 316.60
46 Plate shearing machine up to 12 mm Hour 171.10 0.00 75.10 246.20
47 Pneumatic placer 0.5 cum Hour 20.70 0.00 227.80 248.50
48 Pneumatic tamper Hour 6.40 3.80 0.00 10.20
49 Pug cutting machine Hour 12.70 0.00 0.00 12.70
50 Pusher leg Hour 197.20 767.30 182.20 1146.70
51 Road roller diesel 10 t Hour 1003.10 511.50 204.10 1718.70
52 Shovel 0.50 cum 75 hp Hour 1706.60 937.80 204.10 2848.50
53 Shovel 0.85 cum 110 hp Hour 86.10 0.00 0.00 86.10
54 Stationery derrick crane Hour 446.70 322.20 153.10 922.00
55 Tipper 5 cum Hour 64.20 0.00 0.00 64.20
56 Tipping tub 1.5 cum Hour 867.10 197.80 163.30 1228.20
57 Tower crane 5 tonne Hour 5041.00 0.00 0.00 5041.00
58 Transformer 250 KVA Hour 414.10 322.20 153.10 889.40
59 Truck 10 t Hour 519.70 322.20 153.10 995.00
60 Truck mounted derrick crane 5 t Hour 22.50 38.00 171.60 232.10
61 Upright drilling machine/grinder Hour 11.50 152.20 24.90 188.60
43

Sl.
Hire
charge in
Rs
Fuel
charge in
Rs
Crew
Charge
in Rs.
Total in Rs
1 2 3 4 5 6 7
62 Ventilation fan 20 hp Hour 1342.20 1108.30 227.80 2678.30
63 Vibratory pad foot roller 8 t Hour 188.50 0.00 244.90 433.40
64 Wagon drill Hour 402.50 322.20 153.10 877.80
65 Water tanker 8000 ltr Hour 16.00 91.30 0.00 107.30
66 Welding set Hour 129.40 186.40 227.80 543.60
67 Winch 35 hp ( electric ) Hour 345.00
68 Tractor with 2 T roller Hour
69 Hydraulic Truck Crane 30T Hour 3096.80 118.80 454.30 3669.90
70 Hydraulic Truck Crane 16T Hour 2278.10 75.00 454.30 2807.40
71
Heavy Duty Airless Spray Painting
Equipment Hour 121.40 121.40
44

1
1 2 3 4
1 RATES OF LABOUR (SKILLED WORKMEN)
1. Caulkar Per Day
2. Plumber 1st Class Per Day
3. Plumber 2nd Class Per Day
4. Sewer Cleaner Per Day
5. Well Sinker Per Day
6. Pipe line Fitter 1st Class Per Day
7. Pipe line Fitter 2nd Class Per Day
8. Pump Operator Per Day
9. Bore Mechanic Per Day
10. Light Vehicle Driver Per Day
Note:The rate at relevant item in common SoR is applicable for occasional
employment.
2 RATES FOR EARTH WORK :
a. Earth work excavation in all types soils for pipe lines, for drainage and
water supply, where the depth is more than 1.5 times the width.
b. Earth work excavation in all types soils for pipe lines, for drainage and
water supply, where the depth is less than 1.5 times the width.
c. Earth work excavation in all types soils for open trenches, for valve pits,
inspection chambers, etc.
3. a. Excavation of pipe line trenches for drainage and water supply in rock
requiring blasting with initial lead and lift including cost of blasting
materials where the depth is more than 1.5 times the width, in places where
there is no habitation.
b. Excavation of pipe line trenches for drainage and water supply in rock
requiring blasting with initial lead and lift including cost of blasting
materials where the depth is less than 1.5 times the width, in places where
there is no habitation.
c. Cutting rock for pipe line trenches by hammers, nuckles and chisels
including stacking where the depth is 1.5 times or more than the width.
d. Cutting rock for pipe line trenches by hammers, nuckles and chisels
including stacking where the depth is less than 1.5 times the width.
e. Cutting rock for works other than pipe lines trenches by hammers, nuckles
and chisels including stacking.
f. For contolled blasting at restricted places
NOTE :- Rock should be measured in solids. In case it is not possible,
stacks should be made in which case 40% for voids to be deducted from the
stack measurements.
4 Loading or unloading materials such as C.I. Pipes, PVC Pipes, AC Pressure
Pipes, DI Pipes, SW Pipes, PVC Pipes, A.C/Specials less than 300 mm dia
upto 4 m in length including stacking.
a. C.I. Pipes/D.I. Pipes and fittings Per Tonne
b. A.C. Pipes & Specials Per Tonne
c. Stoneware pipes & Specials Per Tonne
As per
Labour rates
of SoR
To follow the
relvent items
of Irrigation
work items as
per
AP.Standard
data
To follow as
per
AP.Standard
PUBLIC HEALTH ITEMS
Unit SoR for
2014-15
Sl.
No.
Description

2
1 2 3 4
Unit SoR for
2014-15
Sl.
No.
Description
d. P.V.C. Pipes and fittings Per Tonne
5 Loading or unloading materials such as C.I. Pipes, DI pipes, SW pipes, AC
pressure pipes & fittings/ specials from 300 mm to 600 mm dia upto 4 m in
length including stacking.
c. Stoneware pipes & Specials Per Tonne
6 Loading or unloading materials such as C.I. Pipes, DI pipes, PVC pipes, AC
pipes less than 300 mm dia, above 4 m in length including stacking.
c. P.V.C. Pipes and fittings Per Tonne
7 Loading or unloading materials such as C.I. Pipes, DI pipes, AC pipes from
300 mm to 600 mm above 4 m in length including stacking.
Note:- For loading and unloading the above materials at Railway Stations,
the rates may be adopted based on the competitive quotations or the
hammalae charges if prevailing.
8. a. Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends
carefully into trenches and laying them true to alignment and gradient
including all sundries but excluding cost and conveyance of pipes from
source of supply (Ref to specifications. BIS No.3114/1994)
To follow as
per AP.Standard
data
Diameter of Pipe/Fittings in mm :
80mm to 1000mm dia Per Metre
8. b. Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged
ends carefully into trench and laying them true to alignment and gradient
including all sundries but excluding cost and conveyance of pipes from
source of supply. (Reference to specifications. BIS No.3114/1994)
80mm to 750mm dia
800mm dia Per Metre 482.00
9. a. Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead,
Spun yarn and sundries such as cost of fuel for melting lead, filling with
water with lead up to 500m and testing to required pressure complete.
(Reference to specifications. BIS No.3114/94/12288:1997)
80mm to 800mm
900mm dia Each Joint 13852.00
data
To follow as per
AP.Standard data
To follow as per
AP.Standard data
To follow as
per AP.Standard
data
To follow as
per AP.Standard
data
To follow as
per AP.Standard
data

3
1 2 3 4
Unit SoR for
2014-15
Sl.
No.
Description
9. b. Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint),
excluding the cost of the gasket but including all sundries filling with water,
with a water lead up to 500m and testing to required pressure, etc. complete
(Reference to specifications IS 3114/1994/12888/1997)
80mm to 1000mm dia Each Joint
10 Jointing CI pipes, fittings and valves with flanged ends including cost of
jointing materials such as bolts, rubber insertion, white lead including
filling with water, with lead up to 500 meters and testing to required
pressure complete. (Reference to specifications. BIS No.3114/1994.)
Diameter of pipe/Fittings/ valve in mm :
80mm to 750mm dia Each Joint
Lowering the RCC plain ended pipes carefully into the trench laying them
true to alignment and gradient, jointing RCC pipes with cement joints
including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5),
hemp yarn etc., and testing including filling with water with a water lead
upto 500 metres excluding cost of rubber rings as per BIS No.783/85.
per every 25 mm dia. Per Metre 18.00
Lowering the RCC S/S pipes carefully into the ready made trenches laying
them true to alignment and gradient, jointing with rubber rings and testing
including filling with water with a water lead upto 500 meters including cost
of rubber rings as per BIS No. 783/1985
per every 25 mm dia. Per Metre
80mm to 600mm
700mm dia 292.00
800mm dia 350.00
900mm dia 420.00
1000mm dia 503.00
12 Lowering and Jointing G.I. pipes and specials / fittings including excavation
of trench of 0.5m width and 0.50 m depth in all soils except rock requiring
blasting and refilling trenches after laying and jointing pipes and also
including cost of jointing materials but excluding the cost of pipes.
Reference to specifications. BIS No.783/85
a G.I. Pipes :Dia in mm
15mm to 150mm Per Metre
To follow as
per
AP.Standard
data
11a
11b
To follow as
per AP.Standard
data
To follow as
per
AP.Standard
data
To follow as
per
AP.Standard
data

4
1 2 3 4
Unit SoR for
2014-15
Sl.
No.
Description
b Laying, jointing of PVC/HDPE pipes as per BIS No.7634 part-III/75 for
PVC and BIS No.7634 part-II/75 for HDPE pipes including trench excavtion
and refiling.
Dia in mm
Note:(i) The above rates are applicable for the works in District only.
(ii) If the depth of excavation is more than 0.5 m separate rates to be
worked out.
13 Lowering and laying in ready made trench true to alignment and gradient,
jointing, and testing of Stone ware pipes including cost of jointing material
such as cement mortar (1:1) proportion and hemp yarn but excluding cost
and conveyance of pipe. (Reference to specifications BIS No. 6530/72)
To follow as
per AP.
Standard data
Dia of Pipes in mm .
14 Lowering, laying, jointing and testing to hydralic test pressure including cost
of water with minimum water lead of 500m for UPVC pressure pipes in
ready made trenches true to alignment and gradient including all sundries
but excluding cost & conveyance of pipes from source of supply and
jointing materials as per BIS No. 7634 - Part III - 1975
To follow as
per AP.
Standard data
Dia of Pipes in mm .
15 Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 –
part-II/1975 as amended from time to time to the alignment and gradient and
testing the pipeline to the required pressure.
Outer Dia of pipes in MM
63mm dia OD Per Metre 35.00

5
1 2 3 4
Unit SoR for
2014-15
Sl.
No.
Description
16 Lowering, keeping in position and fixing C.I. sluice valves (with cap / with
hand wheel & Reflex valves) excluding cost of bolts, nuts, rubber insertion,
sluice valve and tail pieces
Dia of Valve in mm.
80mm to 450mm Each
17 Labour charges for fixing Air valves including boring the mains and
threading the bore fixing nipple etc., complete.
Dia of Air valve in mm.
25mm dia Each
40mm dia Each
50mm dia Each 150.00
18 Labour charges for fixing Kinetic Air Valves with isolating Sluice valves,
Double Air valves/ Air Cushion valve excluding cost of jointing materials
such as bolts, nuts and rubber insertions etc., complete.
Dia of Air valve in mm.
50mm dia (Double Air valves) Each 171.00
19 Uprooting C.I./ DI Pipes by melting the lead, loosening the joints, scraping
the pipes, hoisting and keeping within a lead of 10 m but excluding earth
work excavation and refilling.
20 Uprooting of RCC pipes including breaking the collars, loosening the joint,
seperating the pipes, hoisting and keeping within a lead of 10 m but
excluding earthwork excavation and refilling.
Per Metre
100mm to 300mm
21 Removing old G.I.pipes and specials / fittings and cleaning, scraping the
pipes, hoisting and keeping with in 50m lead but excluding earth work
excavation of trenches and refilling.
Dia of Pipes in mm
22 Cutting C.I./ DI Pipes without water in mains.Dia of pipes in mm.
Dia of Pipes in mm
80mm to 600mm Each cut
680mm dia Each cut 442.00
To follow as
per AP.
Standard data
To follow as
per AP.Standard
data
To follow as
per AP.
Standard data
To follow as
per AP.
Standard data
To follow as
per
AP.Standard
data
To follow as
per
AP.Standard
data

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23 Cutting A.C. Pipes without water in mains.Dia of pipes in mm. Each cut
Dia of Pipes in mm
24 Drilling and tapping CI/ DI / GI Main and fixing brass screw down ferrule
and plug.
10 mm to 20mm Each Tapping
25 mm to 40mm Each Tapping
25 Cutting road surface including stacking of excavated materials for pipe line
trench work.
a) Cutting open B.T. road surface (as well as asphalt concrete upto 75 mm
thick) including water bound macadam
10 Sqm
596.00
b) Cutting open C.C. road surface 1 Cum 1656.00
c) Cutting open water bound macadam road including soiling 1 Cum 204.00
26 Bailing out water.(For PH item)
a) Bailing out water from the pipe line trenches with oil engine driven
pumpsets, including hire charges, fuel charges and wages for Driver and
Helper.
HP/Hour 48.00
b) Bailing out water from the pipe line trenches with Electric Driven
pumpset including hire charges, current charges and wages for Driver and
Helper.
HP/Hour 35.00
NOTE:- The rate is payable on the total H.P. hours ignoring fractions less
than 0.5 HP hour and rounding off 0.5 HP hour or more to the next higher
integer.
27 Shoring and strutting of trenches for water and sewer main.
a) Single Staging from (0 to 2.5 Mts.) 1 Sqm of
Shoring area
b) Double staging from (2.5 m to 4.5 Mts.) 1 Sqm of
Shoring area
To follow as
per AP.
Standard data
To follow as
per AP.
Standard data

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28 Barricading, hoarding, lighting and watching etc., for water supply and
sewerage works for trenches. 1 RMT
To follow as
per AP. Standard
data
29 Excavation of trenches for infiltration galleries, syphon lines and connecting
mains in all soils under water including all leads, lifts, shoring, strutting,
bailing out water and removal of shoring and strutting materials, after
completion of pipe line work.
a) 0 to 1 m deep under water. 10 Cum 10610.00
b) 1 to 2 m deep under water. 10 Cum 15197.00
c) 2 to 5 m deep under water. 10 Cum 22811.00
d) Beyond 5 m deep under water for every additional 1 m depth over item 'c'
10 Cum
4358.00
NOTE:- The above rates do not include rock requiring blasting or chiselling
30 Laying and jointing perforated RCC pipes inclusive of bailing out water and
jointing with cement fillets and all other incidental charges for infiltration
gallery inclusive of bailing out water by pumping to keep the trench
reasonably dry to facilitate the work excluding cost of perforated pipes and
collars.
Per Metre 33.00
per every 25 mm dia.
31 Centring and scaffolding charges for RCC members including all materials
and labour charges for forming and dismantling.
a) for R C C Elevated Service Reservoir of staging up to 15 metre below L W
L.
1) Slabs for thickness (150 mm to 300 mm) 2964.00
2) Slabs for thickness above (300 mm) 5925.00
3) Side walls curved surfaces. 2239.00
4) Side wall straight surfaces. 1993.00
5) Dome. 2427.00
6) Roof Slab. 1494.00
7) Column braces and beams 999.00
8) Circular braces, ring beams & circular column. 1096.00
Note:- For RCC ELSR of staging above 15 m, the % increse in these rates
shall be as follows.
15-18 m ---- 9%
18-21m --- 15%
21-24 m --- 21%
24 m -27m --27% above27m
---- 30%
b) For Ground level works :-
1) Slabs 1 Sqm
2) Beams & Lintels 1 Cum
3) Sun shades 1 Sqm
One Sqm of
Centering
area
To follow as
per AP.Standard
data

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4) RCC vertical walls of plane surface
1 Sqm of
centering area
796.00
5) RCC vertical walls of circular faces
1 Sqm of
centering area
1014.00
NOTE: Scaffolding for every extra height of 1 m or part thereof but not less
than 0.5 m.The above centering charges are applicable for water retaining
structures only.
32 Lift or delift of materials :
a) Lifting of cement concrete for RCC elevated reservoir. For every 1m
height or part thereof over the initial lift of 3 m 1 Cum 122.00
b) Delifting the materials such as stones, concrete etc., for concrete below
ground level for construction of masonry ground level reservoirs,
construction of masonry ground level reservoirs, inspection wells, test wells
and sump wells etc., for every 1 m depth or part thereof beyond the initial
depth of 3 meters from ground level.
1 Cum
37.00
33 Labour charges for fixing ventilating shafts complete with all accessories.
Each
To follow as per
AP.Standard data
34 Labour charges for fixing water closets including fixing of foot rests (for all
sizes). Each
35 Labour charges for fixing of flushing cistern including fixing of flush pipes,
lead pipe, jointing etc., complete Each
36 Labour charges for fixing wash hand basin including fixing of inlet and
waste pipe connections etc., complete Each
37 Fixing urinal with inlet and waste pipe connections etc., complete. Each
38 Refilling the trench for pipe line with excavated earth including watering
and tamping etc., complete
10 Cum
39( a) Extra allowance for isolated scattered works viz., valve pits / chambers,
public fountains, meter pits and manholes, delivery cistern etc., complete. Each
50% extra
over the cost
of chamber.
( b) Repairs to the existing mains, interconnections, replacement of
valves/specials etc., including the cutting ,jointing, bailing out of water,
drying, earth work execavation etc., complete.
150% extra
over the cost
of work
40 Removal of wet silt and sludge from sullage drains with aid of baskets and
vessels. 10 Cum 1595.00
41 Well sinking in sandy and other loose soils under water either by manual
labour, divers, or dredgers, weighting the top of staining to assist sinking
etc., including dewatering and other incidental charges such as hire charges
for mechanical equipment etc
Upto 2 m below GL/m Per metre
From 2 to 4 m below GL/m Per metre
To adopt as per
AP.Standard
data
Relevent
Building SoR
items

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Note:-Below 10 m for every metre depth or part thereof add Rs.250/- per
m. For higher dia, observed data is to be prepared and got approved.
42 Sinking in Hard strata other than rock but in soils like limestone, gravel, clay
under water including, pumping dewatering, hire charges for mechanical
equipment etc., complete.
Observed Data
43 Rates for OHSRs/ELSRs including fixtures with a staging of 15 m, without
Seismic analysis.
a 500 Kilo litres Per litre 18.27
b 1000 Kilo litres Per litre 15.10
c 1500 Kilo litres Per litre 13.63
d 2000 Kilo litres Per litre 12.74
e 2500 Kilo litres Per litre 11.96
1) The above rates are arrived with base rate of Cement Rs.4000/- per MT &
Steel for Rs.46,500/- per MT for the month of May'2014
2) All concrete components shall be designed with M30 Design Mix
proportion.
3) For intermediate capacities proportional rates shall be adopted.
4) The foundations shall be designed for Annular Raft Footings.
The above rates are applicable for Elevated Level Services Reservoirs /
OHSRs for SBC of 15 T/Sqm.
a) For every decrease of 2.50 T/Sqm of SBC, the rate shall be incresed by
2.50% on basic rate .
b) For every increase of 2.5 T/Sqm of SBC, the rate shall be decreased by
1.0% on basic rate.
c) For SBC below 10T/sqm , solid raft shall be provided and for solid raft
the rate shall be increased by 10% on basic rates
5) For staging less than 15 m, the rate shall be decreased by Rs.0.05 paise
on basic rate per litre per every metre decrease in staging.
6) For staging above 15 m, the rate shall be increased by Rs.0.10 paise on
basic rate per litre per every metre additional staging.
7) The above rates shall be increased / decreased due to increase/decrease in
the cost of cement by Basic rate x (Rc-4000) x 0.00007
Rc = Rate of Cement (Rs per MT) at the time of preparation of estimate.
8) The above rates shall be increased / decreased due to increase/decrease in
the cost of Steel by Basic rate x (Rs-46,500) x 0.00002
Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
9) Rate inclusive of three coats of epoxy paint Food Grade of best quality to
inner surface of the Reservoir including roof.

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10) The above rates are adopted for preparation of estimate for
construction of ELSRs/OHSRs for finished work including 2 coats of
weather proof emulsion painting for external surfaces, lettering, all required
fixtures, Pipes,Pipe specials, valves of DI material, Valve chambers etc., for
pipe connections including cost of pipes,specials and valves as per
departmental designs and drawings.
11) The above rates adopted for a wind pressure upto "350 kg/sq m". For
every 100 kg/sqm decrease in wind pressure, the rate shall be decreased by
5%
12) For tribal/Agency / Rural area, the above rates shall be increased by
10%
13.The Basic rate is adopted by considering the design for Seismic forces
for Zone-I & II only of seismic zones.
(a) The basic rates shall be increased by 33
1/3
% for Zone-III of seismic
zones.
14. The ELSR/OHSR shall be designed with minimum of two rows of
columns for capacities above 500 KL & upto 1000KL.
15. The ELSR/OHSR shall be designed with minimum of three rows of
columns for capacities above 1000KL.
16) The basic rate is inclusive of following Fixtures
i) Pipe connections & Specials with D.I materials
a) All pipe conections for Inlet, Out let, Over Flow, Scour pipes shall be
provided with D/F DI material.
b) The Valves for above pipe connections also shall be of DI material of PN
16
c) All specials such as Bends,Tees, Reducers, Duckfoot Bends,Bell mouths
etc,. shall be of DI material.
II) The sizes of the verticals for ELSR/OHSR shall be:
a) For 500 KL to 750 Kl ELSRs
Inlet Pipe - 300mm dia.
Out let Pipe - 350mm dia
Over Flow pipe - 350m dia
Scour Pipe - 200mm dia
b) For 800 KL to 1500 Kl ELSRs
c) For above 1500 KL to 2500 Kl ELSRs

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iii) Manhole Frames & Covers
a) All man hole Frames & Covers shall be made of CI/DI materials with
min. size of 0.60mX 0.60m - For Roof & Valve Chambers.
iv) CI/D.I Double Swan neck ventilators (min.of 150mm dia) shall be
provided in top dome and slab with mosquito/fly proof nets - 4Nos.
v) RCC Finial ventilator with fly/bird protection with GI mesh - 1 No.
vi) RCC precast ladders of 0.60 m width - 2 Nos.
vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing
width R.C.C hand railing of 1.0 m height – 1 No
viii)The staircase shall be enclosed with brick masonary walls on three side
and collapsible MS gate on front side up to 1
st
brace level, to prevent
unauthorized entry.
ix) Construction of R.C.C valve chambers as per Standard Drawings with
RCC cover slab fixed with CI/DI manhole Frame & Cover with lock and
Key arrangement.The Mix shall not be less than VRCC M 20 grade with
150mm thick side walls, 150mm thick top slab, 150mm thick base slab over
base course of 100mm thick (1:4:8) prop.
x) Balcony of 1.00 m width at floor slab level / middle ring beam level by
using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height,
with top railing of 40mm dia pipe & middle railing of 25mm dia and
verticals with 40mm dia at an interval not more than of 1.00m c/c.
xi) Water Level Indicator of reputed make – Digital type (1 No) and
Conventional type (1 No)
xii) Lightening Arrestor with all its accessories complete including
earthing,with relevant IS Codes - 1 No.
xiii) Compound wall: Construction of compound wall including ornamental
M.S.Gate of size 3.0 X 2.40m is included in the basic rate of ELSRs. Length
of compound wall hall be minimum of 150m. Min. height of the compound
wall shall be 1.80m above plinth and thickness 230mm in brick masonry in
CM(1:6).The compound wall shall be constructed including earth work
excavation in all types of soils for plinth beam of 230mm X 300mm and
0.75X0.75X1.20m size for column footing portions. The footings shall be of
0.75X0.75X0.25m in VRCC M20 grade and constructed over a C.C
(1:4:8)prop bed of 100mm thick. The columns shall be of 230X230 mm in
size with VRCC M20 grade at 3.00m c/c spacing, having depth of 1.20m
below ground level and height of 2.00m above GL. The plinth beam of size
of 230X300 mm shall be constructed in VRCC M20 grade at Gound level,
over a bed of CC(1:4:8)-100mmthick. 450X450mm size columns in M20
grade shall be constructed for gate pillars. All the materials shall be
followed as per the standards.

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Tie beam shall be provided above the brick work with 230X200mm size,
fixed with MS angulars of 25mm X 25mm X 4mm in "Y" shape to hieght of
0.60m, with embedded length of 150mm in concrete. The barbed wire
fencing with 3 ply of 18 gauge shall be streched in 4 rows (2x2). Plastering
shall be done with 16mm thick in two coats i.e., base coat 12mm thick in
CM(1:6)prop and 4mm thick 2nd coat CM(1:4) prop on both sides of brick
work.
Snowcem paint in two coats shall be provided for both sides of wall. The
M.S ornamental gate as per the approved drawings shall be provided with
minimum of 3.60mts width and 2.40mts height with enamel paint. Yard
lighting shall be arranged on four corners of compound wall. If the length of
the wall is increased/decreased
Note:-For every 1m increase/decrease in length of compound wall the
increase/decrease in basic rates of ELSRs of the capacities from 500KL to
2500KL shall be as follows.:
i) 500 KL : 0.086%
ii) 1000 KL : 0.047%
iii) 1500 KL : 0.034%
iv) 2000 KL : 0.026%
v) 2500 KL : 0.022 %
For intermediate capacities, interpolated percentages shall be adopted.
xiv) Staff Quarter shall be constructed for a minimum plinth area of 40 sqm
with the following specification: RCC framed structure withconcrete grade
not less than M20 design mix at the locations specified by the department at
the time of execution with verandah, hall, bed room, kitchen and bath &W/C
with floor area of 40.00sqmts excluding balconies and staircases.
MS hollow door frame with cold rolled processed steel sheet 1.25mm thick
bright CRCA conforming to IS 4351/76, Flush door shutters with solid bond
wood bond board doors shall be provided. N.C.L. Windows centre fixed
both sides openable shutter window 1.35 X 1.35mts outer frame section 48
x50mm shutter frame section with a size of 48 X20 mm mullion section of
size 48 X 50mm fixed beading section of 12 X 12 mm shall be provided.
Flooring with polished Kadapa stone shall be provided. Walls shall be
provided with snowcem paint in two coats over primary coat. Electrical and
water supply arrangement shall be provided as directed by dept officer.
Water Storage tank made with plastic/polymer material of reputed make
with necessary out let and inlet connection pipes shall provided. Septic tank
for 5 users shall be provided.
44 Rates for OHSRs/ELSRs including fixtures with a staging of 10 m without
Seismic analysis.
a Upto 10,000 Litres capacity Per litre 58.54
b 15,000 Litres capacity Per litre 40.26
c 20,000 Litres capacity Per litre 39.56
d 40,000 Litres capacity Per litre 35.02

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e 60,000 Litres capacity Per litre 26.57
f 1,00,000 Litres capacity Per litre 24.53
g 2,00,000 Litres capacity Per litre 21.47
h 3,00,000 Litres capacity Per litre 20.15
i 4,00,000 Litres capacity Per litre 17.77
j 4,50,000 Litres capacity Per litre 15.40
NOTE: -1) For intermediate ranges proportional rates may be adopted. All
VRCC shall be in M30 grade design mix.
2)The above rates are applicable for Elevated Level Services Reservoirs /
OHSRs with RAFT FOUNDATION and a rate of Rs.4,000/- per tonne for
cement and Rs.46,500/- per tonne for steel.
3) For every metre of staging less than 10 m, the rate shall be reduced by
Rs.0.05 paise per litre per every metre of difference in staging
4) For every metre of staging above 10 m , the rate shall be increase by
Rs.0.10 paise per litre per every metre of additional in staging
5) The above rates shall be increased / decreased due to increase / decrease
in the cost of cement by
Basic Rate x (Rc-4000) x 0.00007
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate
6)The above rates shall be increased / decreased due to increase / decrease in
the cost of steel by
Basic Rate x (RS-46500) x 0.00002
Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
7) Rate inclisive of three coates of epoxy paint to inner surface of the
reservoir including roof dome.
8) The above rates be adopted for estimate purposes for construction of
ELSR for a finished work including 2 coats of wheather proof emulsion
painting for external surfaces, lettering, all required fixtures, pipes, bends,
valves etc., for pipe connections but excluding cost of pipes,bends and
valves as per departmental designs and drawings.
9) The above rates are applicable for wind pressures upto 350 kg / sq m .For
decrease in wind presure the rate has to be decreased by 5% per every
100kg/sqm. If the ELSR / OHSR is to be designed for seismic forces also,
cost shall be arrived by working out detailed quantities based on the designs.
10) For Tribal/Agency/ Rural area, the above rates shall be increased by
10%
11) If the ELSR is to be designed for seismic forces also, cost shall be
arrived by working out detailed quanitites based on the design & difference
to be paid extra.

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12) If the ELSR is to be designed for seismic forces a) The above rates are
applied upto Zone-II earth quake. b) for Zone-III earth quake the above rates
are to be increased by 33.33 % .
13) Fixtures include :
a) RCC or Aluminium ladder inside 0.60 m wide.
b) spiral staircase on the outside shall be provided upto 200KL ELSR.
Above 200KL ELSR Capacity dog legged staircase shall be provided with
staircase flight width of 1.0mts and landing width of 1.20mts with S.S
railing upto 1.0 height.
c) Lightening arrestor, including conductor and earthing etc.
d) RCC ventilators with copper or stainless steel fly proof mesh.
e) D.I Manholes frame and cover 0.60x0.60 m as per IS specifications
(light duty) - 2 Nos.
f) Water level indicator of good quality with ebonite/ copper float approved
pattern - 1 No.
g) The ladder shall be with M.S ladder and Verticals with HDPE of
10kg/Sqcm shall be provided for single column OHSRs only.
h) Minimum staging for all ELSR/OHSR shall be 10.0mts.
i) The increase in staging shall be at 1.0mt interval.
j)The railing provided to the gallery and stair case shall be with stainless
steel of grade 304 for a height of 1.20mts.
k). The dog legged staircase shall be enclosed with brick/CRS wall on three
sides and front side with M.S collapsible gate upto 1st brace level from
ground level to prevent unauthorized entry.
l). D.I swan neck ventilators shall be provided in top dome and slab.
m). The above rates are exclusive of all inlet, out let conenction and valves.
All valves near inlet, out let and for scour of ELSRs shall be D.I valves.
45 Construction of Rapid Gravity Filtration Plant including all civil,
mechanical and electrical works using sand as filter media, compatible with
SCADA arrangements, duly following relavant IS codes in the design of
plant components including trial running for 90 days etc., complete.
1) 2.0 Mld Per litre 4.33
5) 30.00 mld and above Per litre 2.42
NOTE :-
a) For intermediate capacities proportional rates may be adopted

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b) The above rates are applicable with cement @ rate of Rs.4,000/-MT and
steel of Rs. 46,500/MT.
c)The above rates shall be increased / decreased due to increase / decrease in
the cost of cement by
Basic Rate x (Rc-4000) x 0.00007
Rc = Rate of cement (Rs per Mt) at the time of preparation of estimate
d)The above rates shall be increased / decreased due to increase / decrease in
the cost of steel by
Basic Rate x (RS-46500) x 0.00002
Rs = Rate of steel (Rs per Mt) at the time of preparation of estimate.
e) For Rural areas an extra allowance of 10% shall be given on basic rate
The components of the filtration plant will include the following
A) Civil Works
(All works of VRCC Shall be in M30 design mix)
1). Stilling Chamber and Areation cascade
2). Raw water channel with Stainless Steel Weir of SS304L Grade material
and also with digital flow meters
3) Flash Mixer chamber with Flash mixing arrangements including SS shaft
& SS Blades with gear wheel arrangements etc, Using 304L Grade Steel.
4) Clariflucculator / Flocculation tanks with the components of central
driven circular clarifier with scrapper & bridge arrangements made with
Stainless Steel Grade 304 L tubes /angulars for durability & chemical
resistant with wheel arrangements etc,.
5) Filter house, Chemical house, Alum store, Laboratory room , Chlorination
plant room, toilet etc. (All structures shall be provided RCC roof
only).Chemical house & Chlorinator rooms are to be isolated.
6) Wash water tank of suitable capacity shall be constructed at minimum
clearance of 2.00m, above the roof slab of Filter beds / any other structure.
7) All the Doors and Windows shall be of Best Teak wood/Aluminium /
UPVC make, except entrance door. The entrance door including shutter in
filter house shall be with best teak wood of size of 2.40 X 2.40 mts.
a) Main Doors of the individual Buidings shall be made of Best Teak wood
b) Other Internal Doors of the buildings shall be of Compreesed wood/
Aluminium/ UPVC materials.
c) Ventilators shall be provided for each building/structure of suitable size
as per NBC statndards.

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8) All pipes and valves in Plant shall be of D.I. materials. All the
Connecting pipes of the plant coponents such as from Flash mixer to
Clarifloculator/ Clarifier/Flocculation tank, to Filter beds, sludge disposal
pipes shall be of D.I. material. The size of sludge disposal pipe shall be
minimum of 450 mm dia with D.I D/F pipe.
9) The Pipe gallery way for Clear water/ Back wash water/ pipe connections
shall be suffuiciently spaced for easy operation & maintenance and
inspection
10) The bottom level of the wash water control chamber must be above G.L
so as to dispose the wash water and sludge from Clariflocculator by gravity
to disposal point.
Additional specificaions
11) Railing for all the components (Clarifloculator, Filter House, Staircase
etc,.) shall be provided with Stainless Steel of grade 304 for a height of
1.00m, with 40mm dia pipe for top horizotals,25mm dia for middle row and
40mm dia verticals spaced at interval of not more than 1.00m c/c.
12) Inspection / Path ways in filter beds : Middle pathway: Minimum of
1.50m,Side pathway: Minimum of 1.20m.
13) Flooring in the buildings (Filter house, Chemical House, Chlorinator
Room, Laboratory) shall be provided with Non-skid tiles of approved make
& lit t d d ifi ti14) The basement of the Filtration plant building shall be minimum of
1.20m above the existing nearby Road top level.
15) Minimum head room of 2.00m shall be provided , at the alum mixing
chambers in alum store for inspection & maintenance
16) The minimum width of entrance hall for the Filter House shall be 4.50m
, and Laboratory, of min size .of 3.30 X 4.50m .
17) High efficient Air Blowers shall be installed to the design requirement
with low noise pollution , environmental pollution as per PCB guide lines &
Testing of blowers as per I.S norms at site.
18) UPVC pipes shall be provided for water drain.Filter pipe manifolds shall
be assembled with HDPE pipes.
19) Alum storage capacity shall be designed for minimum period of 90
days. Consumables shall be provided for 2115 Running Hours of WTP.
20) Chlorinator : Vaccum type chlorinator shall be provided with
following specifications:
a) Vaccum operated solution feeding type Vaccum Regulator, Rotometer,
Rate setting Valve, built-in NRV, Gas Overflow out let by manifolding to
mount the system with the unit.
b) The unit shall consists of Ejector with necessary accessories such as
Check Valve, Drain Valve and Vacum relief Valves - for control of
chlorinator dosage.
c) The Accessories and manifolds shall be chlorine resistant and made of
corbon steel seam less pipes, copper tube with brass fittings of suitable size
& dimensions, with diaphram sealed chlorine pressure gauge arrangements

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d) Water Boosted Pump of pumping capacity ranging from 2 cum/hr to 12
cum/hr, with Head ranging from 16 to 35 MWC
e) The water & solution carrying pipes shall be made of UPVC material of
suitable size incl.all specials such as Tee's , Bends, couplings & NRVs and
also Pressure Gauges of suitable range.
f) Chlorine Gas detector with alarm indicator.
The installation includes all necessary accssories, civil and mechanical
works,manifold header installations, injector fixing, connection with UPVC
pipes, solution pipings, fixing of motors as per standard speicfications and
commissioning of Cholirnation Plant to the required demand, with a deffect
liability period of 1 year.
The cholrinator of may be of any reupted make or any make of
Metito/Toshocow-Jesco/ Industrial devices.
g)Life breathing operators.
h)Chlorine escape BA Set.
i) 2 to 10 MLD Plants - 1Kg/hr Chlorinator
for Post Chlorination
ii) 10 MLD to 20 MLD Plants - 2 Kg/hr Chlorinator
for Post Chlorination.
iii) 20 MLD to 50 MLD Plants - 5 Kg/hr Chlorinator
for Post Chlorination.
B) Mechanical Equipment
1) Alum dosing equipment with SS 304 material made stirrers & paddles for
chemical resistance. (Alam tanks must be bound with corrosion resistant
material (HDPE Lining, Bitumen Coating, tiles etc)
2) Flash mixer equipment with SS 304 material made stirrers & paddles for
chemical resistance.
3) Filtration plant euqipment instrumentation and piping.
4) Clarifloccualation equipment (with stainless steel blades) with rotating
bridge arrangeemnt etc.,
5) Pneumatic tyre wheel shall be provided for the bridge clariflocculator.
6) Wash water tank fittings and pumpsets with 100% stand by.
7)Air blower with motor 100% stand by and pipe connections made with of
SS Pipes Confirming to SS304 Grade, in filter bed region.
8)Spares & Tools for 2 years
9) Gaseous Chlorination with cylinders has to provided with protection
measures.
C) Electrical Equipment
1) Necessary power supply wiring to motors and switches bus bar
connections as per IE Rules
2) Internal wiring and illumination and fittings and fixtures for internal and
external lighting exhaust fans, ceiling fans etc.
3) Erecting mechanical and electrical equpment, trial run for 90 days 23.50
hours per day ttesting the treated water for efficient stardards and
maintenance of records and imparting training to staff.

18
1 2 3 4
Unit SoR for
2014-15
Sl.
No.
Description
4) Supply of 6 - Sets of completion plans and maintenance manual and
brochures.
5) All cables shall be with of copper material, Cable ducts shall be covered
with MS / Aluminum chequed plate.
6) Min LUX levels inside the treatment plant shall be maintained.
7) Yard lighting shall be provided as per norms.
D ) Equipment for Flow measurements
1) Equipment for Flow of Conductivity, Turbidity, Ph value, Residual
Chlorine with recording & data storage facility (Computer based) & Alarm
by SMS or other methods.
2) Off - Site Supervisory and Data Acquisition (OSSADA) system for Raw
water & Clear water flows by installing Digital Flow meters to measure the
flows at Raw water Channel and at each filter bed individually and
combined for measuring the quantities of water treated with a facility to
record and store the readings & also to send messages to the assigned
designatories about the variations/ defficiencies in the flow including alerts
for back wash requirements of filter beds, and recovery of data for the past
360 days. All the Digital Flow Meters & Pressure Gauges shall be provided
of standard approved make. The equipment shall have the following
specifications, but not limited to:
Hardware:
i) Wall mounted Sensor House for measuring Raw water & Clear water flow
from Filter bed out lets with accessories consists of
ii)Electrode Type: General type, Scraper type or replaceable type Electorde
made with material of SS external Ultra Touch Sensors as per requirement.
iii)Customised Application Requirement : Sensors with Interface logic
control board with serial interfaces, including accessories such as Add-on
port, external DC Power Socket, On - sensor Board Buffer, Timer, RS485
Communication, Analog to Digital Sensing Sensor Circuit, 32 Sensors
Sensing Tags, Interval Power Supply System , LCD 16c/2L, Filter Bed
Working Status Indication LED, Filter Bed Wash Indication Button and
memory of Data Storage for 30Days , status of Filter Bed Level indicator,
Rating, Reading on LCB Display, Menu Driven Data for sending to Onsite
Big Display, operated with Battery Power of any reputed make or any
equalent make.
iv)Customised Application Requirement: Power Sensors Interface logic
control board with support 8 Power Sensing tags, Central System Interfacing
Communication, On - board analog to Digit Convert Integrate Circuit of any
reputed make or any equalent make.
// ATTESTED //

19
1 2 3 4
Unit SoR for
2014-15
Sl.
No.
Description
v)Customised Application Requirement: Centralized System with two
serial interfaces, 3 Nos of Add-On ports, One external DC Power Socket,
On - Board Buffer, On - Board Timer, On - Board RS485 Communication,
On - Board RS 232 Communication, On - Board GPRS/GSM Module, On -
Board Voice Chip, On - Board Power Sensing Module, LCD 16c/2L, Filter
Bed Wash Precaution Indication with Stop Button, Memory of Data Storage
for 30 Days, Total Bed Rating, Reading display on LCD Display, Menu
Driven, Menu Navigate Keypad, sendind data to the Web Server,
Communication with GPRS , operated with Battery Power of any reputed
make or any equalent make.
Software:
The software shall be designed with Web Domain with Data Base Server
and Web Name as per the directions of the Departmental Authorities
The application of Software for Web design & Desktop shall meet the
following requirements:
Onsite Display: Letters with size of 1.5’ seven Sigment LED Display with
Interface for each Filter Bed, for Onsite Display, by displaying the Bed
Leves, Ratings, Readings in 3 Columns , for each bed of the plant in
succesive rows and cumulative results at the bottom of the screen.
Off Site Display: Letters with size of 1.5’ seven Sigment LED Display with
Interface GPRS/GSM Modules Offsite Display, with Display of Bed Total
Rating, Total Cumulative Reading as specified on On-site Display Features.
The system shall have also the features of Onsite Bed Wash Voice
Precautions for Bed Levels, Readings, Ratings, Bed Capacity Readings and
Ratings and Bed Low Level Triggering, before & after Bed wash.
The software shall also have the features of sending messages to the mobiles
of the Departmental designatories indicating Bed Low Levels,Power Supply
timings, Bed Wash timings and its status, Power Supply timings and its
status Grid View Table, Motor Working time and its status Grid View
Table, all trigger events and schedule information and including all Snap
View Reports, all Daily, Monthly, Yearly Reports, all Power Working
Reports, all Power Events Information etc,.

20
1. S o R FOR R.C.C. PLAIN ENDED PIPES
Sl.
No.
Description
1 2
1
Manufacture, Supply and Delivery of R.C.C. Plain ended pipes conforming to
B.I.S 458/2003 , Ex-factory, Excluding transportation, taxes & duties
Size Unit SoR For 2014-15
NP - 2 Class NP - 3 Class NP - 4 Class
80 mm dia Metre 133
100 mm dia Metre 154
300 mm dia Metre 361 824 845
350 mm dia Metre 450 1015 1035
400 mm dia Metre 519 1121 1147
450 mm dia Metre 635 1284 1297
500 mm dia Metre 697 1395 1604
600 mm dia Metre 1032 2099 2490
700 mm dia Metre 1321 2609 3338
800 mm dia Metre 1625 3447 4361
900 mm dia Metre 2046 4331 5433
1000 mm dia Metre 2489 5379 7428
1100 mm dia Metre 2951 6347 8611
1200 mm dia Metre 3515 7477 10068
1400 mm dia Metre 4791 9660 13928
1600 mm dia Metre 5549 12540 16750
1800 mm dia Metre 7277 16630 22466
Note : All the prices are ex-works. Excise duty, CST/VAT extra as applicable at the
time of supply.
The above rates of RCC Plain ended pipes are based on the following raw materials cost.
Cement. Rs.4,000/- per MT (including all taxes and freight).
Steel (M.S. Rods) - Rs.41,000/- per MT. (including all taxes and freight).
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall
be as per the following formula.
Revised Cost =Cost as per the above table +R1+R2
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of M.S.
Rods = (S2-S1)/1000 X Ws.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement
= (C2-C1)/1000 X Wc.
S1 = Rs. 41,000/- , S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the
time of preparation of estimate.
C1 = Rs. 4,000/- C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time
of preparation of estimate.
Ws=Weight of MS Rods required (Kg.) per metre of pipe as per IS:458/2003.
Wc= Weight of Cement required (Kg.) per metre of pipe.

21
2. S o R FOR R.C.C. COLLARS
Sl.No. Description
1 2
1
Manufacture, Supply and Delivery of R.C.C. Collars conforming to B.I.S.
458/2003 (rate per each collar) suitable for R.C.C. Plain ended pipes
including transportation but excluding taxes & duties
80 mm dia Each 41
100 mm dia Each 42
150 mm dia Each 44
200 mm dia Each 59
225 mm dia Each 62
250 mm dia Each 68
300 mm dia Each 90 129 129
350 mm dia Each 111 160 160
400 mm dia Each 123 183 183
450 mm dia Each 193 243 243
500 mm dia Each 219 289 289
600 mm dia Each 297 379 379
700 mm dia Each 386 510 510
800 mm dia Each 545 649 649
900 mm dia Each 652 756 756
1000 mm dia Each 761 945 945
1100 mm dia Each 932 1197 1197
1200 mm dia Each 1133 1499 1499
1400 mm dia Each 1461 1898 1898
1600 mm dia Each 1865 2434 2434
1800 mm dia Each 1932 3136 3136
Note: Excise duty, CST/VAT extra as applicable at the time of supply.
The above rates of RCC Collars suitable to plain ended pipes are based on the following raw
materials cost.
The revised cost of RCC collars due to increase / decrease in the cost of raw materials shall be as
per the following formula.
R1= Variation (increase / decrease) in cost (Rs. per each ) due to change in the cost of M.S.
Rods = (S2-S1)/1000 X Ws. R2= Variation (increase / decrease ) in cost (Rs. per each )due to
change in the cost of Cement = (C2-C1)/1000 X Wc.
S1 = Rs. 41,000/- , S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the
time of preparation of estimate.
C1 = Rs. 4,000/-, C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time
of preparation of estimate
Ws=Weight of MS Rods required (Kg.) per each collar.
Wc= Weight of Cement required (Kg.) per each collar.

22
3. S o R FOR R.C.C. S/S PIPES (Non - Pressure)
Sl.
No.
Description
1 2
1
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot pipes
conforming to B.I.S. 458/2003 at ex-factory (rate per meter of
effective length) Excluding transportation, taxes & duties.
80 mm dia Metre 165
300 mm dia Metre 435 1049 1116
350 mm dia Metre 559 1337 1359
400 mm dia Metre 617 1482 1507
450 mm dia Metre 768 1635 1647
500 mm dia Metre 885 1870 2032
600 mm dia Metre 1245 2623 2695
700 mm dia Metre 1615 3348 3505
800 mm dia Metre 2072 4432 4577
900 mm dia Metre 2618 5571 5755
1000 mm dia Metre 3180 6297 6859
1100 mm dia Metre 3729 7433 7923
1200 mm dia Metre 4226 8772 9274
1400 mm dia Metre 6017 11616 13152
1600 mm dia Metre 7443 15084 15832
1800 mm dia Metre 8364 19999 21243
Note: All the prices are ex-works, Excise duty, CST/VAT extra as applicable at the time
of supply. The above rates of RCC S/S Non-Pressure pipes are based on the following
raw materials cost.
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials shall
be as per the following formula.
Revised Cost = Cost as per the above table +R1+R2
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of
M.S. Rods =(S2-S1)/1000 X Ws.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of
Cement =(C2-C1)/1000 X Wc.
S1 = Rs. 41,000/- , S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at
the time of preparation of estimate.
C1 = Rs. 4,000/- , C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the
time of preparation of estimate
Ws=Weight of MS Rods required (Kg.) per metre of pipe as per IS:458/2003.
Wc= Weight of Cement required (Kg.) per metre of pipe.

23
4. S o R FOR R.C.C. S/S PIPES (Pressure)
Sl.No. Description
1 2
1
Manufacture, Supply and Delivery of R.C.C. Socket and Spigot
pipes conforming to B.I.S. 458/2003 Ex-factory (rate per meter of
effective length) Excluding transportation, taxes & duties.
P1 - Class P2 - Class P3 - Class
80 mm dia Metre 216 244 277
100 mm dia Metre 244 292 337
150 mm dia Metre 336 435 537
200 mm dia Metre 391 561 741
225 mm dia Metre 440 638 826
250 mm dia Metre 482 683 868
300 mm dia Metre 650 984 1227
350 mm dia Metre 810 1366 1769
400 mm dia Metre 962 1808 2335
450 mm dia Metre 1030 2143 2879
500 mm dia Metre 1367 2333 3277
600 mm dia Metre 1872 3477 4557
700 mm dia Metre 2493 4590 5797
800 mm dia Metre 3122 5471 7022
900 mm dia Metre 3768 6446
1000 mm dia Metre 4750 7411
Note: All the prices are ex-works, Excise duty, CST/VAT extra as applicable at the time of
supply.
The above rates of RCC S/S Pressure pipes are based on the following raw materials
cost.
The revised cost of RCC pipes due to increase / decrease in the cost of raw materials
shall be as per the following formula.
R1= Variation (increase / decrease) in cost (Rs. per metre) due to change in the cost of
M.S. Rods =(S2-S1)/1000 X Ws.
R2= Variation (increase / decrease) in cost (Rs. per metre) due to change in the cost of
Cement =(C2-C1)/1000 X Wc.
S1 = Rs. 41,000/-
S2 = Cost of M S Rods (Rs. Per MT including all taxes and freight) at the time of
preparation of estimate.
C1 = Rs. 4,000/-, C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at
the time of preparation of estimate
Ws=Weight of MS Rods required (Kg) per metre of pipe as per IS: 458 / 2003.
Wc= Weight of Cement required (Kg) per metre of pipe.

24
5. S o R FOR RUBBER RINGS TO SUIT R.C.C. S/S PIPES
Sl. No. Description
1 2
1
Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.
Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each
rubber ring) including transportation but excluding taxes & duties. the
Rubber Rings shall be tested at the factory premises confirming to B.I.S.
5382/1985.
80 mm dia Each 26
100 mm dia Each 32
150 mm dia Each 57
200 mm dia Each 67
225 mm dia Each 74
250 mm dia Each 83
300 mm dia Each 101 130 130
350 mm dia Each 117 155 155
400 mm dia Each 129 176 176
450 mm dia Each 146 200 200
500 mm dia Each 191 229 229
600 mm dia Each 251 333 333
700 mm dia Each 341 398 398
800 mm dia Each 433 483 483
900 mm dia Each 542 653 653
1000 mm dia Each 634 788 788
1100 mm dia Each 762 1009 1009
1200 mm dia Each 1220 1268 1268
1400 mm dia Each 1342 1395 1395
1600 mm dia Each 1671 1703 1703
1800 mm dia Each 2081 2175 2175
2
Manufacture, Supply and Delivery of Rubber rings to suit R.C.C.
Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each
rubber ring) including transportation but excluding taxes & duties. The
Rubber Rings shall be tested at the factory premises confirming to B.I.S.
5382/1985.
Size P1 - Class P2 - Class P3 – Class
80 mm dia Each 26 26 26
100 mm dia Each 32 34 34
150 mm dia Each 57 57 57
200 mm dia Each 67 67 67
225 mm dia Each 74 75 77
250 mm dia Each 83 85 87
300 mm dia Each 101 107 111
350 mm dia Each 117 134 146
400 mm dia Each 129 176 180

25
Size P1 - Class P2 - Class P3 – Class
450 mm dia Each 146 202 207
500 mm dia Each 191 229 239
600 mm dia Each 251 283 288
700 mm dia Each 341 374 398
800 mm dia Each 433 479 479
900 mm dia Each 542 604
1000 mm dia Each 634 729
1100 mm dia Each 762
1200 mm dia Each 1220
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation
of estimate.

26
6. S o R FOR CONVEYANCE OF R.C.C. PLAIN ENDED PIPES
Sl.No. Description
Rate upto
5 Kms
Lead
including
Loading,
unloading
and
stacking
Rate for
every
additional
1 KM lead
or part
thereof.
Rate upto 5 Kms
Lead including
Loading,
unloading and
stacking
Rate for
every
additional 1
KM lead or
part
thereof.
1 2 3 4 5 6
1
Conveyance of R.C.C plain ended pipes on all weathered roads including
loading, unloading and stacking (per metre) SoR for 2014-15
NP - 2 Class NP - 3 Class & NP - 4 Class
80 mm dia 3.00 0.13
100 mm dia 4.00 0.13
150 mm dia 6.00 0.26
200 mm dia 8.00 0.26
225 mm dia 9.00 0.40
250 mm dia 10.00 0.40
300 mm dia 14.00 0.53 39.00 1.07
350 mm dia 20.00 1.20 42.00 1.20
400 mm dia 22.00 1.33 50.00 1.60
450 mm dia 29.00 1.60 54.00 1.86
500 mm dia 31.00 1.86 59.00 1.86
600 mm dia 45.00 2.93 89.00 4.13
700 mm dia 57.00 4.13 99.00 4.80
800 mm dia 67.00 4.13 119.00 4.80
900 mm dia 77.00 4.13 156.00 9.05
1000 mm dia 114.00 8.51 188.00 9.05
1100 mm dia 125.00 8.51 204.00 9.85
1200 mm dia 142.00 9.05 228.00 9.85
1400 mm dia 171.00 9.05 310.00 10.25
1600 mm dia 198.00 9.05 372.00 10.25
1800 mm dia 228.00 9.05 496.00 14.38

27
7. S o R FOR CONVEYANCE OF R.C.C. S/S PIPES
Sl.No. Description
Rate upto 5 Kms
Lead including
Loading,
unloading &
stacking
Rate for
every
additional
1 KM lead
or part
thereof.
Rate upto 5
Kms Lead
including
Loading,
unloading and
stacking
Rate for every
additional 1
KM lead or
part thereof.
1 2 3 4 5 6
1
Conveyance of R.C.C. Socket and Spigot pipes on all weather roads including loading,
unloading and stacking (per metre of effective length) SoR for 2014-15
Size NP - 2 & P1 Class NP – 3 & NP - 4 Class
80 mm dia 4.00 0.12
100 mm dia 4.00 0.24
150 mm dia 7.00 0.24
200 mm dia 9.00 0.48
225 mm dia 10.00 0.48
250 mm dia 11.00 1.09
300 mm dia 18.00 1.21 46.00 1.45
350 mm dia 21.00 1.33 50.00 1.69
400 mm dia 21.00 1.57 62.00 3.15
450 mm dia 30.00 1.69 68.00 3.15
500 mm dia 33.00 1.82 75.00 3.39
600 mm dia 43.00 3.15 101.00 4.84
700 mm dia 53.00 3.39 136.00 9.56
800 mm dia 73.00 5.20 161.00 9.56
900 mm dia 109.00 9.32 186.00 9.56
1000 mm dia 124.00 9.32 196.00 9.56
1100 mm dia 140.00 9.56 210.00 9.56
1200 mm dia 156.00 9.56 235.00 9.80
1400 mm dia 194.00 9.56 315.00 9.80
1600 mm dia 230.00 9.80 372.00 10.53
1800 mm dia 285.00 9.80 496.00 14.40
P2 - Class P3 – Class
80 mm dia 4.00 0.12 4.00 0.12
100 mm dia 4.00 0.24 4.00 0.24
150 mm dia 7.00 0.24 7.00 0.24
200 mm dia 9.00 0.48 12.00 1.09
225 mm dia 12.00 1.09 14.00 1.21
250 mm dia 13.00 1.21 17.00 1.33
300 mm dia 25.00 1.45 29.00 1.57
350 mm dia 31.00 1.69 40.00 1.82
400 mm dia 37.00 1.82 53.00 3.15
450 mm dia 47.00 3.03 66.00 3.15
500 mm dia 53.00 3.15 80.00 4.72
600 mm dia 70.00 3.15 116.00 6.05
700 mm dia 105.00 6.41 169.00 9.56
800 mm dia 139.00 9.08 216.00 9.56
900 mm dia 169.00 9.56
1000 mm dia 208.00 9.80

28
8. S o R FOR A.C. PIPES
Sl.No Description
1
Manufacture, Supply of A.C. Pressure pipes (mazza process) as per BIS No: 1592/2003
as amended from time to time duly marked with BIS mark, including cost of material,
incidental handling, loading and packing charges but are exclusive of transportation,
unloading, stacking at departmental stores, and excluding excise duty, VAT octroi
and other govt. Levies. The pipes shall be tested at factory premises confirming to is
code 1592/2003.
Class - 15 Class - 20 Class - 25
80 mm dia Rate/Metre 185 203 253
300 mm dia Rate/Metre 1314 1712 2187
350 mm dia Rate/Metre 1602 2082 2625
400 mm dia Rate/Metre 2082 2723 3380
450 mm dia Rate/Metre 2472 3281 4108
500 mm dia Rate/Metre 3051 4012 5037
600 mm dia Rate/Metre 4339 5666 7220
700 mm dia Rate/Metre 5728 7770 10047
750 mm dia Rate/Metre 6528 8969 11496
800 mm dia Rate/Metre 7469 10162 13042
850 mm dia Rate/Metre 8378 11432 14686
900 mm dia Rate/Metre 9340 12772 16427
1000 mm dia Rate/Metre 11530 15680 20201
2 Lowering, laying and jointing of ac pressure pipes with ac couplings or CID joints complete
with Rubber rings in readymade trenches true to alignment and gradient including filling with
water lead upto 500 mts and testing to required pressure including all sundries but excluding
cost of jointing materials and conveyance from source of supply as per BIS No. 6530/1972
80 mm dia Rate/Metre 35.00 35.00 35.00
100 mm dia Rate/Metre 52.00 52.00 52.00
125 mm dia Rate/Metre 57.00 57.00 57.00
150 mm dia Rate/Metre 68.00 68.00 68.00
200 mm dia Rate/Metre 89.00 89.00 89.00
250 mm dia Rate/Metre 107.00 107.00 107.00
300 mm dia Rate/Metre 132.00 132.00 132.00
350 mm dia Rate/Metre 224.00 224.00 224.00
400 mm dia Rate/Metre 336.00 336.00 336.00
450 mm dia Rate/Metre 409.00 409.00 409.00
500 mm dia Rate/Metre 520.00 520.00 520.00
600 mm dia Rate/Metre 559.00 559.00 559.00
700 mm dia Rate/Metre 624.00 624.00 624.00
750 mm dia Rate/Metre 694.00 694.00 694.00
800 mm dia Rate/Metre 730.00 730.00 730.00
850 mm dia Rate/Metre 779.00 779.00 779.00

29
900 mm dia Rate/Metre 850.00 850.00 850.00
1000 mm dia Rate/Metre 875.00 875.00 875.00
1. The above rates of AC Pipes are based on the Cement cost of RS 4,000/- per MT
(Including all taxes and freight).
2. The above rates of AC pipes are based on the Fiber cost of Rs 76,000/- per M.T
(Excluding all taxes & Frieght)
For any Increase/ Decrease in the rate of cement, the price of AC pipe per Rmt shall be
increased/decreased as under.
W x 0.85 x IC Where W = Weight of pipe in Kg’s/Rmt
IC = Increase/Decrease in cost of cement/Kg
For any increase/decrease in the rate of fiber, the price of AC pipe per Rmt shall be
increased/Decreased as under :
W x 0.15 X IF Where : W=: Weight of pipe in Kg’s/Rmt
IF = Increase /Decrease in cost of fiber/Kg
Note: 1) The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
2) The cement rate shall be communicated by the sub-committee of Board of Chief
engineers.
3)The duties and taxes as applicable shall be added as per rules at the time of preparation of
estimate
2
Transportation of AC pressure pipes at site of work anywhere in Andhra
Pradesh on motor able roads for full truck loads including transit
insurance, unloading, and stacking at site of work etc. Complete (AC
Couplings and Rubber rings are to be supplied free of transportation
charges).
10% on the basic
cost of
corresponding
AC Pressure
pipes.

9. S o R FOR A.C. COUPLINGS
Sl.
No.
Description
1 2
1
Manufacture, Supply of A.C Couplings suitable to A.C.Pressure pipes (mazza
process) as per BIS: 1592/2003 excluding cost of rubber rings to suit AC
pressure pipes including cost of material, incidental handling, packing,
transportation and unloading at site transit risk, but excluding excise duty, VAT
and other govt. Levies and testing of joints as per IS Code.
0
Class - 15 Class - 20 Class – 25
80 mm dia Rate/Each 88 95 109
350 mm dia Rate/Each 607 784 1001
400 mm dia Rate/Each 935 1221 1563
450 mm dia Rate/Each 1120 1476 1895
500 mm dia Rate/Each 1335 1785 2280
600 mm dia Rate/Each 1640 2059 2634
700 mm dia Rate/Each 2164 2913 3788
750 mm dia Rate/Each 2441 3337 4307
800 mm dia Rate/Each 2769 3755 4859
850 mm dia Rate/Each 3085 4200 5446
900 mm dia Rate/Each 3414 4669 6062
1000 mm dia Rate/Each 4166 5677 7399
1. The above rates of AC Coupling are based on the Cement cost of RS 4,000/- per MT (Including
all taxes and freight).
2. The above rates of AC Coupling are based on the Fiber cost of Rs 76,000/- per M.T (Excluding all
taxes & Frieght)
For any Increase/ Decrease in the rate of cement, the price of AC Coupling per Each shall be
increased/decreased as under.
W x 0.85 x IC Where W = Weight of Coupling in Kgs/Each
IC = Increase/Decrease in cost of cement/kg
For any increase/decrease in the rate of fiber, the price of AC Coupling per Each shall be
increased/Decreased as under :
W x 0.15 X IF Where : W=: Weight of Coupling in Kgs/Each
IF = Increase /Decrease in cost of fiber/kg
The Fiber rates are to be obtained from A.C. Pipe manufacturer of “Mazza” process.
The cement rate shall be communicated by the sub-committee of Board of Chief engineers.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of
estimate.

10. S o R FOR RUBBER RINGS TO SUIT A.C. COUPLINGS
Sl.
No.
Description
1 2
1
Schedule of rate for supply of Rubber rings manufactured as per BIS: 5382/1988 with
BIS Mark embossed per each set suitable for A.C. Couplings including cost of material,
incidental, handling, packing, transportation and unloading at site transit risk etc., but
excluding VAT. The Rubber Rings shall be tested at the factory premises confirming to
B.I.S 5382/1988
Class - 15 Class - 20 Class - 25
80 mm dia Each Set 68.00 68.00 68.00
100 mm dia Each Set 83.00 83.00 83.00
125 mm dia Each Set 108.00 108.00 108.00
150 mm dia Each Set 136.00 136.00 136.00
200 mm dia Each Set 142.00 142.00 142.00
250 mm dia Each Set 164.00 164.00 164.00
300 mm dia Each Set 164.00 164.00 164.00
350 mm dia Each Set 186.00 186.00 186.00
400 mm dia Each Set 228.00 228.00 228.00
450 mm dia Each Set 267.00 267.00 267.00
500 mm dia Each Set 309.00 309.00 309.00
600 mm dia Each Set 350.00 350.00 350.00
700 mm dia Each Set 727.00 727.00 727.00
750 mm dia Each Set 755.00 755.00 755.00
800 mm dia Each Set 811.00 811.00 811.00
850 mm dia Each Set 904.00 904.00 904.00
900 mm dia Each Set 950.00 950.00 950.00
1000 mm dia Each Set 1053.00 1053.00 1053.00
estimate

Public Health Items
32
11. S o R FOR PRE-STRESSED (NON-CYLINDER) CONCRETE PIPES FOR THE YEAR 2014-15
Sl.No. Description
1 2
1
Manufacture, Supply, Delivery of Pre-stressed (Non-cylinder) concrete pipes conforming to IS 784/2001 ex-factory excluding
transportation, taxes & duties., for the following working pressures.(the manufacture shall design the pipes as per the IS Code 784-
2001)
Size Unit SoR For 2014-15.
Rs. Rs. Rs. Rs. Rs. Rs.
6 Kg/cm2 8 Kg/cm2 10 Kg/cm2 12 Kg/cm2 14 Kg/cm2 16 Kg/cm2
350 MM DIA Metre 2637 2646 2660 2675 2732 2830
400 MM DIA Metre 2828 2850 2884 2925 2982 3029
450 MM DIA Metre 2979 2995 3032 3096 3180 3252
500 MM DIA Metre 3224 3240 3269 3346 3420 3527
600 MM DIA Metre 3702 3733 3775 3902 4034 4165
700 MM DIA Metre 4564 4587 4666 4785 4963 5114
800 MM DIA Metre 5389 5450 5599 5742 5983 6209
900 MM DIA Metre 6250 6304 6456 6741 7017 7517
1000 MM DIA Metre 7342 7413 7636 7957 8350 8811
1100 MM DIA Metre 8339 8469 8721 9219 9646 10122
1200 MM DIA Metre 9232 9402 9915 10393 11022 11940
1300 MM DIA Metre 10466 11083 11713 12353 13451 14719
1400 MM DIA Metre 11984 12698 13443 14636 15711 16588
1500 MM DIA Metre 13989 14831 15673 17044 18185 19181
1600 MM DIA Metre 15754 16715 17677 20101 20612 21739
1700 MM DIA Metre 16584 17288 18241 20600 22874 23955
1800 MM DIA Metre 17861 19061 20178 22260 24717 25923
1900 MM DIA Metre 19092 20203 22087 23415 25543 28523
2000 MM DIA Metre 20990 22370 23623 26052 29787 32030
2
Cost of laying jointing, testing to hydrostatic field test pressure including cost of rubber rings, cost of transportation of water and
emptying pipe line after completion of field testing etc.
350 MM DIA Metre 194 194 194 194 194 194

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400 MM DIA Metre 209 209 209 209 209 209
450 MM DIA Metre 242 242 242 242 242 242
500 MM DIA Metre 257 257 257 257 257 257
600 MM DIA Metre 316 316 316 316 316 316
700 MM DIA Metre 371 371 371 371 371 371
800 MM DIA Metre 420 420 420 420 420 420
900 MM DIA Metre 460 460 460 460 460 460
1000 MM IA Metre 531 531 531 531 531 531
1100 MM IA Metre 596 596 596 596 596 596
1200 MMDIA Metre 661 661 661 661 661 661
1300 MM DIA Metre 749 749 749 749 749 749
1400 MM DIA Metre 847 847 847 847 847 847
1500 MM DIA Metre 919 919 919 919 919 919
1600 MM DIA Metre 1030 1030 1030 1030 1030 1030
1700 MM DIA Metre 1121 1121 1121 1121 1121 1121
1800 MM DIA Metre 1186 1186 1186 1186 1186 1186
1900 MM DIA Metre 1253 1253 1253 1253 1253 1253
2000 MM DIA Metre 1318 1318 1318 1318 1318 1318
3
Conveyance of pre-stressed (Non-cylinder) concrete pipies and accessories including loading at factory, un-loading at site and
stacking for the following sizes.(minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
350 MM DIA PerKM/M 1.30 1.30 1.30 1.30 1.30 1.30
400 MM DIA PerKM/M 1.30 1.30 1.30 1.30 1.30 1.30
450 MM DIA PerKM/M 1.60 1.60 1.60 1.60 1.60 1.60
500 MM DIA PerKM/M 1.70 1.70 1.70 1.70 1.70 1.70
600 MM DIA PerKM/M 1.90 1.90 1.90 1.90 1.90 1.90
700 MM DIA PerKM/M 3.10 3.10 3.10 3.10 3.10 3.10
800 MM DIA PerKM/M 3.10 3.10 3.10 3.10 3.10 3.10
900 MM DIA PerKM/M 3.10 3.10 3.10 3.10 3.10 3.10
1000 MM DIA PerKM/M 5.00 5.00 5.00 5.00 5.00 5.00

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1100 MM DIA PerKM/M 5.00 5.00 5.00 5.00 5.00 5.00
1200 MM DIA PerKM/M 9.60 9.60 9.60 9.60 9.60 9.60
1300 MM DIA PerKM/M 9.70 9.70 9.70 9.70 9.70 9.70
1400 MM DIA PerKM/M 9.70 9.70 9.70 9.70 9.70 9.70
1500 MM DIA PerKM/M 9.70 9.70 9.70 9.70 9.70 9.70
1600 MM DIA PerKM/M 10.90 10.90 10.90 10.90 10.90 10.90
1700 MM DIA PerKM/M 10.90 10.90 10.90 10.90 10.90 10.90
1800 MM DIA PerKM/M 11.10 11.10 11.10 11.10 11.10 11.10
1900 MM DIA PerKM/M 11.60 11.60 11.60 11.60 11.60 11.60
2000 MM DIA PerKM/M 11.60 11.60 11.60 11.60 11.60 11.60
4
Cost of Machine End pair (Socket +Spigot) for providing M.S Specials on PSC pipelines excluding cost of M.S Special including
cost and conveyance to site etc., complete.
350 MM DIA Per Pair 12236 12236 12236 12236 12236 12236
400 MM DIA Per Pair 14035 14035 14035 14035 14035 14035
450 MM DIA Per Pair 15833 15833 15833 15833 15833 15833
500 MM DIA Per Pair 17633 17633 17633 17633 17633 17633
600 MM DIA Per Pair 21161 21161 21161 21161 21161 21161
700 MM DIA Per Pair 24759 24759 24759 24759 24759 24759
800 MM DIA Per Pair 28358 28358 28358 28358 28358 28358
900 MM DIA Per Pair 31956 31956 31956 31956 31956 31956
1000 MM DIA Per Pair 35267 35267 35267 35267 35267 35267
1100 MM DIA Per Pair 38866 38866 38866 38866 38866 38866
1200 MM DIA Per Pair 42464 42464 42464 42464 42464 42464
1300 MM DIA Per Pair 45775 45775 45775 45775 45775 45775
1400 MM DIA Per Pair 53980 53980 53980 53980 53980 53980
1500 MM DIA Per Pair 63337 63337 63337 63337 63337 63337

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1600 MM DIA Per Pair 70534 70534 70534 70534 70534 70534
1700 MM DIA Per Pair 79145 79145 79145 79145 79145 79145
1800 MM DIA Per Pair 90452 90452 90452 90452 90452 90452
1900 MM DIA Per Pair 104584 104584 104584 104584 104584 104584
2000 MM DIA Per Pair 125784 125784 125784 125784 125784 125784
5
Cost of M.S Flanges including cost of bolts, nuts, rubber packing etc., complete and flange thickness confirming to is:7322-1985 and
flange dimensions confirming to is:1538-1993 excluding cost of ms specials including cost and conveyance to site, vat etc., complete.
Diameter and thickness Unit Rate Diameter and thickness Unit Rate
80 mm diax 15 mm thick Each Flange 784 500mm diax 20 mm thick Each Flange 7927
100 mm diax 15 mm thick Each Flange 1069 600 mm diax 20 mm thick Each Flange 9978
Note: a) The above rate of PSC pipes are based on the HT wire cost of Rs.59,500/-MT (Basic+ CED+ST & freight).
and cement price of Rs.4,000/- per MT (including all taxes and freight)
The rates may be revised depending upon the increase/decrease in the cost of HT wire and cement. as per the following method. The cost of HT wire
may be obtained from reputed firms like SAIL/TATA/ SS Ltd. etc.,
Revised Cost =Cost as per the above table +R1+R2.
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HT Wire =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement =(C2-C1)/1000 X Wc.
H1 = Rs. 59,500/- H2 = Cost of HT Wire (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
C1 = Rs. 4,000/- C2 = Cost of Cement (Rs. Per MT including all taxes and freight) at the time of preparation of estimate
Wh=Weight of HT Wire required (Kg.) per metre of pipe. Wc= Weight of Cement required (Kg.) per metre of pipe.
The rates for MS flanges are considering landed price of MS Plates of Rs.45,000/- per MT. Price variation to be released on actual weight of flange.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate

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36
12. S o R FOR PRE-STRESSED (CYLINDER) CONCRETE PIPES FOR THE YEAR 2014-15
Sl
No.
Description
1 2
1
Pre-stressed (Cylinder type ) concrete pipes conforming to IS 784/2001 @ ex-factory cost of pipes, excluding transportation, laying, jointing,
testing, bends, tees, specials, taxes & duties etc,. For the following working pressures.(the manufacture shall design the pipes as per the IS
Code 784-2001).
4 Kg/cm2 6 Kg/cm2
8
Kg/cm2
10
Kg/cm2
12
Kg/cm2
14
Kg/cm2
16
Kg/cm2
18
Kg/cm2
20
Kg/cm2
400 MM DIA Meter 5063 5063 5063 5063 5089 5143 5234 5321 5388
450 MM DIA Meter 5503 5503 5503 5528 5594 5674 5789 5868 5960
500 MM DIA Meter 6016 6016 6030 6115 6188 6289 6383 6525 6630
600 MM DIA Meter 7144 7197 7292 7419 7536 7654 7835 8003 8172
700 MM DIA Meter 8256 8386 8543 8710 8868 9022 9215 9462 9646
800 MM DIA Meter 9686 9868 10087 10306 10506 10710 10959 11222 11525
900 MM DIA Meter 11448 11681 11952 12226 12499 12745 13076 13404 13730
1000 MM DIA Meter 13279 13590 13917 14255 14590 14869 15257 15657 16068
1100 MM DIA Meter 14763 15134 15527 15881 16255 16596 17021 17470 18454
1200 MM DIA Meter 16734 17167 17606 18043 18491 18892 19389 20374 21077
1300 MM DIA Meter 18607 19108 19618 20128 20652 21113 22289 22916 23704
1400 MM DIA Meter 20406 20976 21571 22168 22763 23939 24668 25413 27068
1500 MM DIA Meter 22378 23014 23651 24277 25595 26318 27412 29037 30944
1600 MM DIA Meter 25249 25957 26680 28028 28849 29670 31714 32621 33503
1700 MM DIA Meter 27169 27989 28858 30403 31333 33072 34639 35621 36552
1800 MM DIA Meter 29755 30616 32300 33345 34365 36282 37954 39134 40314
1900 MM DIA Meter 34911 35893 37772 38881 40866 42444 43988 45298 46536
2000 MM DIA
Meter
37199 39060 40322 41620 43886 45257 47377 48883 50219
2
Cost of laying jointing, testing to hydrostatic field test pressure including cost of site welding and fixing of polypropylene diapher cloth,
cost of transportation of water and emptying pipe line after completion of field testing etc.
400 MM DIA Meter 408 408 408 408 408 408 408 408 408

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450 MM DIA Meter 480 480 480 480 480 480 480 480 480
500 MM DIA Meter 523 523 523 523 523 523 523 523 523
600 MM DIA Meter 612 612 612 612 612 612 612 612 612
700 MM DIA Meter 697 697 697 697 697 697 697 697 697
800 MM DIA Meter 800 800 800 800 800 800 800 800 800
900 MM DIA Meter 902 902 902 902 902 902 902 902 902
1000 MM DIA Meter 988 988 988 988 988 988 988 988 988
1100 MM DIA Meter 1120 1120 1120 1120 1120 1120 1120 1120 1120
1200 MM DIA Meter 1222 1222 1222 1222 1222 1222 1222 1222 1222
1300 MM DIA Meter 1308 1308 1308 1308 1308 1308 1308 1308 1308
1400 MM DIA Meter 1440 1440 1440 1440 1440 1440 1440 1440 1440
1500 MM DIA Meter 1598 1598 1598 1598 1598 1598 1598 1598 1598
1600 MM DIA Meter 1730 1730 1730 1730 1730 1730 1730 1730 1730
1700 MM DIA Meter 1948 1948 1948 1948 1948 1948 1948 1948 1948
1800 MM DIA Meter 2065 2065 2065 2065 2065 2065 2065 2065 2065
1900 MM DIA Meter 2253 2253 2253 2253 2253 2253 2253 2253 2253
2000 MM DIA Meter 2398 2398 2398 2398 2398 2398 2398 2398 2398
3
Conveyance of Pre-stressed (Cylinder type) concrete pipes and accessories including loading at factory, un-loading at site and stacking for
the following sizes. (minimum distance of 100 km to be considered if the distance is less by 100 km from factory to site)
400 MM DIA
Per
KM/M
1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
450 MM DIA
Per
KM/M
1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
500 MM DIA
Per
KM/M
1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60
600 MM DIA
Per
KM/M
1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80
700 MM DIA Per
KM/M
2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90
800 MM DIA Per
KM/M
2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90
900 MM DIA Per
KM/M
2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90 2.90
1000 MM DIA Per
KM/M
4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60

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1100 MM DIA Per
KM/M
4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60
1200 MM DIA Per
KM/M
9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00
1300 MM DIA Per
KM/M
9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00
1400 MM DIA Per
KM/M
9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00
1500 MM DIA Per
KM/M
9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00
1600 MM DIA Per
KM/M
9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00
1700 MM DIA Per
KM/M
10.90 10.90 10.90 10.90 10.90 10.90 10.90 10.90 10.90
1800 MM DIA Per
KM/M
10.90 10.90 10.90 10.90 10.90 10.90 10.90 10.90 10.90
1900 MM DIA Per
KM/M
10.90 10.90 10.90 10.90 10.90 10.90 10.90 10.90 10.90
2000 MM DIA Per
KM/M
11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50
Note: The rates of PCCP pipes which were incorporated in the SSR are based on the following raw materials cost.
HT Wire: - Rs.59,500/- (including all taxes & freight)
HR Coil (Hot Rolled): - Rs.50,000/- (including all taxes & freight)
Cement Cost Rs. 4,000/-.per MT (including all duties, taxes & freight)
The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost =Cost as per the above table +R1+R2+R3.
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HT Wire =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HR Coil =(R2-R1)/1000 X Wr.
R3= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement =(C2-C1)/1000 X Wc .
H1 = Rs. 59,500/- H2 = Cost of HT Wire (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
R1 = Rs. 50,000/- R2 = Cost of HR Coil (Rs. Per MT including all taxes and freight) at the time of preparation of estimate .
Wh=Weight of HT Wire required (Kg.) per metre of pipe. Wc= Weight of Cement required (Kg.) per metre of pipe.
Wr = Weight of HR Coil required (kg) per metre of pipe.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate

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39
13. S o R FOR BAR WRAPPED STEEL CYLINDRICAL (BWSC) PIPES FOR THE YEAR 2014-15
Sl.
No
Description
1 2
1
Bar Wrapped Steel Cylindrical (BWSC) pipes conforming to IS 15155 - 2002, ex-factory excluding transportation, taxes and duties etc., for bar
wrapped steel cylindrical pipes.
Size Unit Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
4 -12
Kg/cm2
14
Kg/cm2
16
Kg/cm2
18
Kg/cm2
20
Kg/cm2
22
Kg/cm2
24
Kg/cm2
26
Kg/cm2
28
Kg/cm2
30
Kg/cm2
250 MM DIA Meter 2953 2953 2953 2953 2953 2953 2957 3002 3039 3196
300 MM DIA Meter 3326 3326 3326 3326 3326 3380 3478 3612 3689 3878
350 MM DIA Meter 4026 4026 4026 4051 4102 4158 4273 4433 4571 4771
400 MM DIA Meter 4420 4420 4449 4530 4594 4816 5015 5219 5391 6090
450 MM DIA Meter 4876 4895 4990 5067 5329 5559 5836 6064 6319 6842
500 MM DIA Meter 5450 5539 5644 5933 6227 6552 6885 7175 7652 8120
600 MM DIA Meter 7207 7339 7483 7936 8386 8757 9259 9699 10309 10823
700 MM DIA Meter 8693 8979 9615 10234 10864 11484 12283 12856 13487 14325
800 MM DIA Meter 9889 10780 11571 12337 13165 14177 15060 16242 17004 18040
900 MM DIA Meter 12277 12883 13899 14907 15872 16715 18381 19755 20711 22061
1000 MM DIA Meter 13883 15309 16503 17672 18870 20479 22499 24070 25503 27252
1100 MM DIA Meter 20010 20388 20702 22750 25035 26627 29611 31138 33286 36097
1200 MM DIA Meter 22132 22865 23816 26257 28874 31126 33903 35413 39595 43417
2
Cost of laying jointing, testing to hydrostatic field test pressure including cost of site welding and fixing of polypropylene diaher cloth, cost of
transportation of water and emptying pipe line after completion of field testing.
250 MM DIA Meter 278 278 278 278 278 278 278 278 278 278
300 MM DIA Meter 327 327 327 327 327 327 327 327 327 327
350 MM DIA Meter 387 387 387 387 387 387 387 387 387 387
400 MM DIA Meter 433 433 433 433 433 433 433 433 433 433
450 MM DIA Meter 433 433 433 433 433 433 433 433 433 433
500 MM DIA Meter 542 542 542 542 542 542 542 542 542 542
600 MM DIA Meter 666 666 666 666 666 666 666 666 666 666

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700 MM DIA Meter 776 776 776 776 776 776 776 776 776 776
800 MM DIA Meter 883 883 883 883 883 883 883 883 883 883
900 MM DIA Meter 1038 1038 1038 1038 1038 1038 1038 1038 1038 1038
1000 MM DIA Meter 1147 1147 1147 1147 1147 1147 1147 1147 1147 1147
1100 MM DIA Meter 1348 1348 1348 1348 1348 1348 1348 1348 1348 1348
1200 MM DIA Meter 1509 1509 1509 1509 1509 1509 1509 1509 1509 1509
3
Conveyance of Bar Wrapped Steel Cylindrical (BWSC) pipes and accessories including loading at factory, un-loading at
site and stacking for the following sizes. (minimum distance of 100 km to be considered if the distance is less by 100 km from
factory to site)
250 MM DIA Per KM/M 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
300 MM DIA Per KM/M 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60
350 MM DIA Per KM/M 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80
400 MM DIA Per KM/M 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
450 MM DIA Per KM/M 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30 1.30
500 MM DIA Per KM/M 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60
600 MM DIA Per KM/M 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70
700 MM DIA Per KM/M 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90
800 MM DIA Per KM/M 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50
900 MM DIA Per KM/M 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70 2.70
1000 MM DIA Per KM/M 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10 3.10
1100 MM DIA Per KM/M 6.93 6.93 6.93 6.93 6.93 6.93 6.93 6.93 6.93 6.93
1200 MM DIA Per KM/M 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68 9.68
Note: The above rates of BWSC pipes are based on the following raw materials' cost.
HR Plates - Rs.50,000/- per MT (Basic +CED+ST & freight)
Wire rods - Rs.48,000/- per MT (Basic +CED+ST & freight)
Cement Cost Rs. 4,400/-.per MT (including all duties, taxes & freight)
The rates may be revised depending upon the increase/ decrease in the cost of raw materials (landed price) as per the following method.
Revised Cost =Cost as per the above table +R1+R2+R3.
R1= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of HR Plate =(H2-H1)/1000 X Wh.
R2= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of wire rods =(W2-W1)/1000 X Ww.
R3= Variation (increase / decrease ) in cost (Rs. per metre )due to change in the cost of Cement =(C2-C1)/1000 X Wc .
H1 = Rs. 50,000/- H2 = Cost of HR Plate (Rs. Per MT including all taxes and freight) at the time of preparation of estimate.
W1 = Rs. 48,000/- W2 = Cost of Wire rods (Rs. Per MT including all taxes and freight) at the time of preparation of estimate .

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Wh=Weight of HR Plate required (Kg.) per metre of pipe. Wc= Weight of Cement required (Kg.) per metre of pipe.
Ww = Weight of wire rods required (kg) per metre of pipe.
Note: The duties and taxes as applicable shall be added as per rules at the time of preparation of estimate.

Public Health Engineering Items
42
14. S o R FOR M.S. PIPES FOR THE YEAR 2014-15
Sl.No. Description Unit
Thicknes
s in mm
Rate (Rs.)
1 2 3 4 5
1 Manufacture, supply and delivery of M.S
Pipes conforming to is 3589/2001 including
in lining with cement mortar (1:2) 15mm
thick using 4 numbers of 6mm dia
M.S.Rings at each end of the pipe and out
coating with cement mortar (1:3) 30mm
thick by shortcreting or gunetting duly
providing wire mesh of size 50x50x3mm
including cost of all materials, labour
charges, transportation to anywhere in AP,
but excluding taxes & duties, etc.
500 mm dia Meter 8.00 8771
600 mm dia Meter 8.00 10457
700 mm dia Meter 8.00 12196
700 mm dia Meter 10.00 15144
800 mm dia Meter 8.00 13992
800 mm dia Meter 10.00 16190
800 mm dia Meter 12.00 19180
900 mm dia 8.00 15621
900 mm dia Meter 10.00 18089
900 mm dia Meter 12.00 20563
1000 mm dia Meter 8.00 17529
1000 mm dia Meter 10.00 20260
1000 mm dia Meter 12.00 22907
1000 mm dia Meter 14.00 26473
1100 mm dia Meter 8.00 20638
1100 mm dia Meter 10.00 23643
1100 mm dia Meter 12.00 26650
1100 mm dia Meter 14.00 30810
1100 mm dia Meter 16.00 34986
1200 mm dia Meter 8.00 23313
1200 mm dia Meter 10.00 26579
1200 mm dia Meter 12.00 29856
1200 mm dia Meter 14.00 33150
1200 mm dia Meter 16.00 37632
1200 mm dia Meter 18.00 42128
1300 mm dia Meter 8.00 25437

43
1300 mm dia Meter 10.00 28971
1300 mm dia Meter 12.00 32517
1300 mm dia Meter 14.00 36072
1300 MM DIA Meter 16.00 39643
1300 MM DIA Meter 18.00 44368
1300 MM DIA Meter 20.00 49107
1400 MM DIA Meter 8.00 27068
1400 MM DIA Meter 10.00 30867
1400 MM DIA Meter 12.00 34680
1400 MM DIA Meter 14.00 38508
1400 MM DIA Meter 16.00 42342
1400 MM DIA Meter 18.00 47382
1400 MM DIA Meter 20.00 52434
1400 MM DIA Meter 22.00 57500
1500 MM DIA Meter 8.00 28971
1500 MM DIA Meter 10.00 33044
1500 MM DIA Meter 12.00 37121
1500 MM DIA Meter 14.00 41214
1500 MM DIA Meter 16.00 45318
1500 MM DIA Meter 18.00 49427
1500 MM DIA Meter 20.00 54684
1500 MM DIA Meter 22.00 59956
1500 MM DIA Meter 24.00 65242
1600 MM DIA Meter 8.00 30617
1600 MM DIA Meter 10.00 34936
1600 MM DIA Meter 12.00 39285
1600 MM DIA Meter 14.00 43645
1600 MM DIA Meter 16.00 48015
1600 MM DIA Meter 18.00 52395
1600 MM DIA Meter 20.00 57961
1600 MM DIA Meter 22.00 63542
1600 MM DIA Meter 24.00 69136
1600 MM DIA Meter 26.00 74742
1700 MM DIA Meter 8.00 32505
1700 MM DIA Meter 10.00 37108
1700 MM DIA Meter 12.00 41723
1700 MM DIA Meter 14.00 46351
1700 MM DIA Meter 16.00 50986
1700 MM DIA Meter 18.00 55636
1700 MM DIA Meter 20.00 61543
1700 MM DIA Meter 22.00 67466
1700 MM DIA Meter 24.00 73398
1700 MM DIA Meter 26.00 79349
1700 MM DIA Meter 28.00 85308
1800 MM DIA Meter 8.00 34409

44
1800 MM DIA Meter 10.00 39279
1800 MM DIA Meter 12.00 44163
1800 MM DIA Meter 14.00 49061
1800 MM DIA Meter 16.00 53960
1800 MM DIA Meter 18.00 58879
1800 MM DIA Meter 20.00 63805
1800 MM DIA Meter 22.00 69933
1800 MM DIA Meter 24.00 76074
1800 MM DIA Meter 26.00 82226
1800 MM DIA Meter 28.00 88394
1800 MM DIA Meter 30.00 94572
1900 MM DIA Meter 8.00 35005
1900 MM DIA Meter 10.00 41177
1900 MM DIA Meter 12.00 46323
1900 MM DIA Meter 14.00 51486
1900 MM DIA Meter 16.00 56659
1900 MM DIA Meter 18.00 61845
1900 MM DIA Meter 20.00 67035
1900 MM DIA Meter 22.00 73467
1900 MM DIA Meter 24.00 79912
1900 MM DIA Meter 26.00 86372
1900 MM DIA Meter 28.00 92843
1900 MM DIA Meter 30.00 99329
1900 MM DIA Meter 32.00 105824
2000 MM DIA Meter 8.00 36624
2000 MM DIA Meter 10.00 43074
2000 MM DIA Meter 12.00 48492
2000 MM DIA Meter 14.00 53920
2000 MM DIA Meter 16.00 59359
2000 MM DIA Meter 18.00 64812
2000 MM DIA Meter 20.00 70268
2000 MM DIA Meter 22.00 75700
2000 MM DIA Meter 24.00 82329
2000 MM DIA Meter 26.00 88971
2000 MM DIA Meter 28.00 95629
2000 MM DIA Meter 30.00 102295
2000 MM DIA Meter 32.00 108976
2000 MM DIA Meter 34.00 115669
2100 MM DIA Meter 8.00 38472
2100 MM DIA Meter 10.00 45245
2100 MM DIA Meter 12.00 50930
2100 MM DIA Meter 14.00 56614
2100 MM DIA Meter 16.00 62332
2100 MM DIA Meter 18.00 68049
2100 MM DIA Meter 20.00 73777
2100 MM DIA Meter 22.00 79519
2100 MM DIA Meter 24.00 86481

45
2100 MM DIA Meter 26.00 93454
2100 MM DIA Meter 28.00 100442
2100 MM DIA Meter 30.00 107440
2100 MM DIA Meter 32.00 114453
2100 MM DIA Meter 34.00 121478
2100 MM DIA Meter 36.00 128515
2200 MM DIA Meter 8.00 40088
2200 MM DIA Meter 10.00 47142
2200 MM DIA Meter 12.00 53096
2200 MM DIA Meter 14.00 59056
2200 MM DIA Meter 16.00 65033
2200 MM DIA Meter 18.00 71014
2200 MM DIA Meter 20.00 77011
2200 MM DIA Meter 22.00 83021
2200 MM DIA Meter 26.00 97561
2200 MM DIA Meter 28.00 104847
2200 MM DIA Meter 30.00 112148
2200 MM DIA Meter 32.00 119461
2200 MM DIA Meter 34.00 126789
2200 MM DIA Meter 36.00 134128
2200 MM DIA Meter 38.00 141481
2300 MM DIA Meter 10.00 49313
2300 MM DIA Meter 12.00 55533
2300 MM DIA Meter 16.00 68000
2300 MM DIA Meter 18.00 74255
2300 MM DIA Meter 20.00 80519
2300 MM DIA Meter 22.00 86791
2300 MM DIA Meter 26.00 101983
2300 MM DIA Meter 28.00 109597
2300 MM DIA Meter 30.00 117226
2300 MM DIA Meter 32.00 124866
2300 MM DIA Meter 34.00 132519
2300 MM DIA Meter 36.00 140186
2300 MM DIA Meter 38.00 147865
2300 MM DIA Meter 40.00 155555
2400MM DIA Meter 10.00 51209
2400 MM DIA Meter 12.00 57696
2400 MM DIA Meter 14.00 65125
2400 MM DIA Meter 16.00 71636
2400 MM DIA Meter 18.00 78153
2400 MM DIA Meter 20.00 84687
2400 MM DIA Meter 22.00 92073
2400 MM DIA Meter 26.00 99701
2400 MM DIA Meter 28.00 106641
2400 MM DIA Meter 30.00 113593
2400 MM DIA Meter 32.00 120556
2400 MM DIA Meter 34.00 127528

46
2400 MM DIA Meter 36.00 134516
2400 MM DIA Meter 38.00 141511
2400 MM DIA Meter 40.00 142254
2400 MM DIA Meter 42.00 149268
2500 MM DIA Meter 10.00 53383
2500 MM DIA Meter 14.00 66902
2500 MM DIA Meter 16.00 73677
2500 MM DIA Meter 18.00 80465
2500 MM DIA Meter 20.00 87261
2500 MM DIA Meter 22.00 94071
2500 MM DIA Meter 28.00 118761
2500 MM DIA Meter 30.00 127019
2500 MM DIA Meter 34.00 143569
2500 MM DIA Meter 36.00 151864
2500 MM DIA Meter 38.00 160171
2500 MM DIA Meter 40.00 168490
2500 MM DIA Meter 42.00 176824
2500 MM DIA Meter 44.00 185170
2500 MM DIA Meter 46.00 193528
2600 MM DIA Meter 12.00 62297
2600 MM DIA Meter 14.00 69333
2600 MM DIA Meter 16.00 76379
2600 MM DIA Meter 18.00 83432
2600 MM DIA Meter 20.00 90497
2600 MM DIA Meter 22.00 97572
2600 MM DIA Meter 32.00 140298
2600 MM DIA Meter 34.00 148882
2600 MM DIA Meter 36.00 157477
2600 MM DIA Meter 38.00 166085
2600 MM DIA Meter 40.00 174707
2600 MM DIA Meter 42.00 183343
2600 MM DIA Meter 44.00 191990
2600 MM DIA Meter 46.00 200650
2600 MM DIA Meter 48.00 209323
2 Cost of Laying, Jointing, Hydrostatic Filed Test
Pressure, Including Cost of Site Welding,
Jointing Materials And Cost of Transportation
of Water Including Emptying Pipe Line After
Completion Of Field Testing
400 MM DIA Meter 479

47
The above rates of MS Spiral pipes are based on the following raw materials cost.
MS Plates = Rs 46,500/- Per MT.
The rates may be revised depending upon the increase/decrease in the cost of raw materials (landed
price) as per the following method.
Revised Cost = Cost as per the above table "R1".
R1= Variation (Increase/Decrease) in cost (Rs. Per meter) due to change in cost of MS Plates =
(M2-M1)/1000 x Wm
M1= Rs 46,500/-
M2= Cost of MS Plates (Rs. Per MT including all taxes and freight )
at the time of preparation of estimate
Wm=Weight of MS Plates required (Kg) per meter of pipe
estimate.

48
15. S.S. RATES FOR H.D.P.E PIPES FOR THE YEAR 2014-15. (PE - 80 Grade)
Sl.No Description
4.0 kg/
sqcm
1 2 4
Manufacture, Supply, & Delivery of HDPE pipes conforming to IS
4984 - 1995 including transportation to any where in A.P, excluding
excise duty, sale tax and specials etc., complete. (supply upto 90
mm diain coil & above 90 mm dia straight lengths in 6 m.)
Rate per Meter
OD 20 mm -
OD 25 mm -
OD 32 mm -
OD 40 mm 44
OD 50 mm 68
OD 63 mm 93
OD 75 mm 127
OD 90 mm 182
OD 110 mm 271
OD 125 mm 350
OD 140 mm 432
OD 160 mm 565
OD 180 mm 713
OD 200 mm 874
OD 225 mm 1134
OD 250 mm 1402
OD 280 mm 1748
OD 315 mm 2221
OD 355 mm 2711
OD 400 mm 3513
OD 450 mm 4467
OD 500 mm 5485
OD 560 mm 6795
OD 630 mm 8595
OD 710 mm 10921
OD 800 mm 13823
OD 900 mm 17515
OD 1000 mm 21569
Note: Excise duty, CST / VAT extra as applicable at the time of supply.
The IPCL resin cost adopted for the above rates are
For PE - 80 grade Rs.1,18,720/- per MT. (Excluding CED&ST)
The variation in cost of HDPE pipes due to increase / decrease in raw material cost shall be
allowed as per the following price variation formula.
price variation formula as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95(for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95(for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Meter excluding CED & ST
P1 = Existing pipe price in Rs. Per Meter excluding CED & ST
A2 = Revised price of raw material Rs. Per MT excluding CED & ST
A1 = Existing price of raw material Rs. Per MT excluding CED & ST
M = Weight of pipe in Kgs per Meter as per weight chart.

49
16(I). S o R FOR H.D.P.E PIPES FOR THE YEAR 2014-15. (PE - 100 Grade)
Sl.
No
Description
6.0 kg/
sqcm
8.0 kg/
sqcm
10.0 kg/
sqcm
12.5
kg/
sqcm
16.0
kg/
sqcm
1 2 3 4 5 6 7
I Manufacture, Supply, &
Delivery of HDPE Pipes
conforming to IS 4984 - 1995
including transportation to
any where in A.P, excluding
excise duty, sale tax and
specials etc., complete.
(supply upto 90 mm diain
coil & above 90 mm
diastraight length in 6 m.)
Rate per Meter
OD 20 mm 32
OD 25 mm 48
OD 32 mm 46 59 78
OD 40 mm 59 70 89 119
OD 50 mm 72 90 109 139 186
OD 63 mm 109 139 168 219 285
OD 75 mm 155 197 237 312 407
OD 90 mm 220 281 337 444 592
OD 110 mm 329 419 500 667 847
OD 125 mm 421 540 649 855 1085
OD 140 mm 529 676 813 1076 1376
OD 160 mm 691 880 1059 1402 1779
OD 180 mm 870 1114 1341 1770 2238
OD 200 mm 1075 1376 1653 2191 2773
OD 225 mm 1386 1773 2134 2765 3492
OD 250 mm 1705 2190 2634 3413 4321
OD 280 mm 2137 2742 3292 4288 5432
OD 315 mm 2709 3472 4175 5408 6874
OD 355 mm 3403 4354 5245 6878 8768
OD 400 mm 4473 5718 6873 8906 11288
OD 450 mm 5565 7144 8597 11260 14165
OD 500 mm 6884 8809 10606 13905 16656
OD 560 mm 8060 10324 12359 15750
OD 630 mm 10166 13062 15656 18787
OD 710 mm 12926 16555 19886
OD 800 mm 16404 21016 25313

50
OD 900 mm 20781 26604
OD 1000 mm 25626
Note:-
Excise duty, CST / VAT extra as applicable at the time of supply.

51
16(II)HDPE PIPES –(PE –100 Grade) SEWER LINES FOR THE YEAR 2014-15
Sl.
No
Description
6.0 kg/
sqcm
8.0 kg/
sqcm
10.0 kg/
sqcm
12.5
kg/
sqcm
16.0
kg/
sqcm
1 2 3 4 5 6 7
I Manufacture, Supply, &
Delivery of HDPE Pipes
conforming to IS 14333 -
2000 for using under ground
drainage and sewerage
systems including
transportation to any where
in A.P, excluding excise duty,
sale tax and specials etc.,
complete. ( supply upto 90
mm diain coil & above 90
mm diastraight length in 6 m
or 12 m.)
Rate per Meter
OD 63 mm 121 154 184 218 261
OD 75 mm 171 219 261 311 371
OD 90 mm 244 312 372 442 535
OD 110 mm 354 448 534 641 766
OD 125 mm 452 578 692 821 990
OD 140 mm 566 721 868 1033 1242
OD 160 mm 738 941 1131 1303 1618
OD 180 mm 930 1194 1430 1700 2046
OD 200 mm 1152 1470 1763 2105 2522
OD 225 mm 1452 1855 2232 2653 3196
OD 250 mm 1792 2294 2754 3277 3937
OD 280 mm 2240 2870 3433 4120 4944
OD 315 mm 2836 3633 4450 5197 6251
OD 355 mm 3594 4602 5538 6608 7930
OD 400 mm 4739 6064 7281 8681 10412
OD 450 mm 5983 7673 9222 10971
OD 500 mm 7394 9459 11373 13558
OD 560 mm 9245 11855 14270
OD 630 mm 11706 15006 18029
OD 710 mm 15134 19386
OD 800 mm 19199
OD 900 mm 24317
OD 1000 mm 30043

52
Note:-
Excise duty, CST / VAT extra as applicable at the time of supply.

53
17(I). S o R FOR H.D.P.E FITTINGS FOR THE YEAR 2014-15.
Manufacture, Supply, & Delivery of HDPE fittings conforming to IS
4984 - 1995 including transportation to anywhere in A.P. Excluding
excise duty, sale tax and specials etc., complete
I (a) PIPE ENDS LONG NECK Rate per Each
OD 50 mm 90
OD 63 mm 114
OD 75 mm 137
OD 90 mm 177
OD 110 mm 246
OD 125 mm 442
OD 140 mm 447
OD 160 mm 623
OD 180 mm 883
OD 200 mm 1135
OD 225 mm 1302
OD 250 mm 1525
OD 280 mm 1704
OD 315 mm 1965
OD 355 mm 4107
OD 400 mm 5473
OD 450 mm 9107
OD 500 mm 10135
(b) MS FLANGES Rate per Each
OD 50 mm 114
OD 63 mm 144
OD 75 mm 182
OD 90 mm 196
OD 110 mm 206
OD 125 mm 283
OD 140 mm 307
OD 160 mm 403
OD 180 mm 568
OD 200 mm 736
OD 225 mm 920
OD 250 mm 1086
OD 280 mm 1232
OD 315 mm 1449
OD 355 mm 2454

54
OD 400 mm 3044
OD 450 mm 3974
OD 500 mm 4550
(c) END CAPS Rate per Each
OD 50 mm 61
OD 63 mm 74
OD 75 mm 92
OD 90 mm 122
OD 110 mm 140
OD 125 mm 193
OD 140 mm 225
OD 160 mm 345
OD 180 mm 560
OD 200 mm 611
OD 225 mm 637
OD 250 mm 907
OD 280 mm 928
OD 315 mm 1268
OD 355 mm 1958
OD 400 mm 3420
OD 450 mm 5500
OD 500 mm 10135
(d) REDUCERS Rate per Each
OD 50 mm x 63 mm 85
OD 63 mm x 75 mm 122
OD 75 mm x 90 mm 200
OD 90 mm x 110 mm 277
OD 110 mm x 125 mm 422
OD 125 mm x 140 mm 584
OD 140 mm x 160 mm 815
OD 160 mm x 180 mm 1129
OD 180 mm x 200 mm 1458
OD 200 mm x 225 mm 1790
OD 225 mm x 250 mm 2440
OD 250 mm x 280 mm 3467
OD 280 mm x 315 mm 4901
OD 315 mm x 355 mm 5621
OD 355 mm x 400 mm 7932

55
OD 400 mm x 450 mm 8228
OD 450 mm x 500 mm 10550
(e) TEES Rate per Each
OD 50 mm 117
OD 63 mm 187
OD 75 mm 225
OD 90 mm 396
OD 110 mm 469
OD 125 mm 706
OD 140 mm 973
OD 160 mm 1676
OD 180 mm 2273
OD 200 mm 3130
OD 225 mm 4444
OD 250 mm 6084
OD 280 mm 8519
OD 315 mm 12142
OD 355 mm 17313
OD 400 mm 25360
OD 450 mm 36022
OD 500 mm 49473
(f) BENDS Rate per Each
OD 50 mm 74
OD 63 mm 164
OD 75 mm 213
OD 90 mm 365
OD 110 mm 481
OD 125 mm 710
OD 140 mm 935
OD 160 mm 1394
OD 180 mm 2001
OD 200 mm 2711
OD 225 mm 3845
OD 250 mm 5271
OD 280 mm 7600
OD 315 mm 10511
OD 355 mm 14570
OD 400 mm 21977

56
OD 450 mm 32310
OD 500 mm 43803
II
Providing and Fixing electro Fusion Ferrule Tapping saddle
manufactured from virgin resin of PE-80/PE-100 having blue/black
colour using food grade compounded raw material with quality
assurance certificate from quality agencies like CIPET etc. For usage
in drinking water system and having working pressure of 10 bar. The
cost shall include testing of all materials, labour all taxes (central &
state), inspection charges, transportation upto site, transit insurance,
loading, unloading, stacking, providing and fixing etc. Complete as
specified and directed by the Departmental Engineers.
SIZE Rate Each Rs.
(Main pipe outer diameter in mm & Tapping size in Inches)
63x1/2” 837.00
63 x3/4” 837.00
63 x1” 837.00
63 x1/2” 837.00
75 x1/2” 837.00
75 x3/4” 837.00
75 x1 837.00
90 x1/2” 837.00
90 x3/4” 837.00
90 x1” 837.00
90 x 1 1/4” 1086.00
90 x 1 1/2” 1086.00
90 x2” 1086.00
110x1/2” 837.00
110 x3/4” 837.00
110 x1” 837.00
110 x 1 1/4” 1086.00
110x1 1/2” 1086.00
110x2” 1086.00
160 x1/2” 837.00
160 x3/4” 837.00
160 x1” 837.00
160 x 1 1/4” 1187.00
160 x 1 1/2” 1187.00
160 x 2” 1187.00
200 x 1/2” 1182.00

57
200 x 3/4” 1182.00
200 x 1” 1182.00
200 x 1 1/4” 1709.00
200 x 2” 1709.00
250 x 1/2” 1182
250 x3/4” 1182
250 x1” 1182
250 x 1 1/4” 1709
250 x1 1/2” 1709
250 x 2” 1709
315 x 1/2” 1408
315 x3/4” 1408
315x1” 1408
315x1 1/4” 1911
315x1 1/2” 1911
315x2” 1911

58
18. SoR FOR PVC PIPES FOR THE YEAR 2014-15
Sl.
No.
Description
TEST PRESSURE
2.5
Kgs/cm2
4.0
Kgs/cm2
6
Kgs/cm2
10
Kgs/cm2
1 2 3 4 5 6
1
Manufacture, Supply and Delivery of
Unplasticised PVCs Pipes for potable
water supplies conforming to IS :
4985/2000 (3rd
revision) with bell ends
(Socket) as per specification in light
Grey/Natural Ivory Grey/ Any other
Color (except White) inclusive of
transportation to the sub-divisional
stores anywhere in AP excluding
Excise duty and Sales Tax etc.
DIA IN MM Rate/Metre Rs. Rs. Rs. Rs.
20 16
25 23
32 36
40 34 56
50 51 85
63 57 82 124
75 83 112 179
90 75 113 162 252
110 112 164 234 377
125 148 214 300 492
140 180 267 386 610
160 239 352 499 800
180 300 449 643 1023
200 380 546 783 1247
225 489 728 1052 1673
250 586 846 1288 2032
280 753 1106 1626 2570
315 949 1400 2046 3245
355 1835 2664
400 2314 3389
estimate.
The resin cost adopted for the above rates is Rs.79,179/- per MT(Basic rate, excluding CED)
The variation in cost of PVC pipes due to increase / decrease in raw material cost shall be allowed
subject to the following price variation formula.
The price variation formula to be adopted is as follows:
P2 = P1 + (A2 - A1) /1000 x M x 0.95 (for increase in raw material cost)
P2 = P1 - (A1 - A2) /1000 x M x 0.95 (for decrease in raw material cost)
P2 = Revised pipe price in Rs. Per Metre, P1 = Existing pipe price in Rs. Per Metre
A2 = Revised price of raw material Rs. Per MT, A1 = Existing price of raw material Rs. Per MT

59
19. SoR FOR NON- PRESSURE P.V.C.U PIPES FOR THE YEAR 2014-15
Code
No
Description
1 2 4
Manufacture, Supply, & Delivery of unplasticized Non-
pressure polyvinyl chloride(PVC-U) pipes of dark (any
shade of brown) for use in underground drainage &
sewerage system conforming to IS 15328/2003) with
solvent cement jointing as per specification inclusive of
transportation to the sub-divisional stores any where in
A.P, excluding Central Excise Duty, Cess, & VAT etc.,
Proposed
Rates
2014-15
Rate per Meter Rs.
Pipe Series (S25)
OD 160 mm 298
OD 200 mm 455
OD 250mm 705
OD 315 mm 1112
Pipe Series (S20)
OD 125 mm 232
OD 160 mm 370
OD 200 mm 562
OD 250mm 876
OD 315 mm 1375
Pipe Series (S16.5)
OD 110 mm 204
OD 125 mm 275
OD 160 mm 429
OD 200 mm 668
OD 250mm 1035
OD 315 mm 1634
estimate.
The resin cost adopted for the above rates is Rs.79,179/- per MT (Basic rate, excluding CED)
P2 = Revised pipe price in Rs. Per Metre
P1 = Existing pipe price in Rs. Per Metre
A2 = Revised price of raw material Rs. Per MT
A1 = Existing price of raw material Rs. Per MT

60
20. SoR FOR NON- PRESSURE P.V.C.U PIPES FOR THE YEAR 2014-15
Code
No
Description
1 2 4
Manufacture, supply, & delivery of un-plasticized Non-
Pressure Polyvinyl Chloride(PVC-U) pipes of dark (any
shade of Brown) for use in underground drainage &
sewerage system conforming to IS 15328/2003) with
Elastomeric Seal Ring Joints (Ringtite PVC Pipes)as per
specification inclusive of transportation to the Sub-
Divisional stores any where in A.P, excluding Central
Excise Duty, Cess, & VAT etc.,
Proposed
Rates
2014-15
Rate per Meter Rs.
Pipe Series (S25)
OD 160 mm 319
OD 200 mm 483
OD 250mm 752
OD 315 mm 1183
Pipe Series (S20)
OD 125 mm 249
OD 160 mm 392
OD 200 mm 596
OD 250mm 930
OD 315 mm 1459
Pipe Series (S16.5)
OD 110 mm 217
OD 125 mm 292
OD 160 mm 458
OD 200 mm 706
OD 250mm 1097
OD 315 mm 1732
estimate.
The resin cost adopted for the above rates is Rs.79,179/- per MT (Basic rate, excluding CED)
P2 = Revised pipe price in Rs. Per Metre
P1 = Existing pipe price in Rs. Per Metre
A2 = Revised price of raw material Rs. Per MT
A1 = Existing price of raw material Rs. Per MT

61
21. SoR FOR CENTRIFUGALLY CAST (SPUN)IRON PRESSURE PIPES
Sl.
No.
Description Unit S.S. Rates for 2014-15
1 2 3 4 5 6
I
Socket and Spigot Centrifugally Cast (Spun)
Iron pressure pipes for water, Gas and
Sewage conforming to specification No: IS
1536/1989 (third revision) with amdt. No: 1 &
2 in standard lengths of 3.66 m, 4 m, 4.5m, 5
m, 5.5 m & 6 m and details given below,
suitable either for lead jointing or rubber
gasket (push on) jointing at purchasers
option at ex-factory excluding transportation,
taxes & duties.
LA Class
(Rs)
A Class
(Rs)
B Class
(Rs)
Nominal dia (in MM)
80 Rmt 858 930 1000
100 Rmt 1045 1147 1226
125 Rmt 1318 1439 1549
150 Rmt 1597 1750 1886
200 Rmt 2332 2530 2739
250 Rmt 3142 3422 3702
300 Rmt 4052 4432 4800
350 Rmt 5181 5621 6097
400 Rmt 6308 6893 7439
450 Rmt 7632 8385 9044
500 Rmt 9024 9830 10635
600 Rmt 11935 13029 14112
700 Rmt 15703 17156 18536
750 Rmt 17588 19230 20860
800 Rmt 19687 21451 23205
900 Rmt 23991 29864 28363
1000 Rmt 28823 31483 34029
II Conveyance of Centrifugally Cast (Spun)
Iron Pressure Pipes and accessories including
loading at Factory, un-loading at site and
stacking for the following sizes. (The
Minimum distance/lead in Km for destination
below 100 Km to be taken as 100 Km)
Class
SIZE IN MM UNIT LA A B
80 Per KM/RMT 0.24 0.24 0.24
100 Per KM/RMT 0.24 0.24 0.24
125 Per KM/RMT 0.36 0.36 0.36
150 Per KM/RMT 0.36 0.36 0.36
200 Per KM/RMT 0.61 0.61 0.61
250 Per KM/RMT 0.73 0.73 0.73

62
300 Per KM/RMT 0.97 1.09 1.09
350 Per KM/RMT 1.33 1.33 1.45
400 Per KM/RMT 1.57 1.57 1.69
450 Per KM/RMT 1.82 1.94 2.06
500 Per KM/RMT 2.18 2.30 2.42
600 Per KM/RMT 2.18 2.30 2.42
700 Per KM/RMT 2.18 2.30 2.42
750 Per KM/RMT 3.63 3.87 4.11
800 Per KM/RMT 6.17 6.17 6.17
900 Per KM/RMT 6.17 6.17 6.17
1000 Per KM/RMT 6.17 6.17 6.17
Note:The duties and taxes as applicable shall be added as per rules at the time of preparation of
estimate.
Price Variation Formula due to Increase / Decrease in the cost of pig iron.
P2=P1+ (R2-R1)/1000*M*1.0
Where M= Weight of pipe in kg per metre.
P2 = Revised rate of pipe in Rs. per Rmt.
P1 = Rate of pipe in Rs. per Rmt. as per above table.
R2 = Price of Pig Iron(Rs per MT excluding CED&ST)) at the time of preparation of
estimate.
R1 = Price of Pig Iron(Rs per MT excluding CED&ST) at the time of preparation of SSR =Rs.
27,500/-

63
22.S o R FOR DUCTILE IRON PRESSURE PIPES FOR THE YEAR2014-15
Sl.
No.
Description Unit
S.S. Rate
for
2014-15
1 2 3 4 5
1
Centrifugally cast (Spun) Ductile Iron pressure pipes
for water, gas and sewage with Socket Spigot ends
conforming to IS.: 8329/2000 in standard working
lengths of 4, 5 5.5 & 6 meter for classification K9 &
K7 suitable for push-on-joint (rubber gasket d
jointing) with cement mortar lining inside the pipes
with outside zinc coating. Rates are ex-factory,
excluding transportation, taxes & duties.
Nominal Dia in mm Rmt K7 K9
100 Rmt 911 1085
150 Rmt 1263 1604
200 Rmt 1760 2142
250 Rmt 2359 2811
300 Rmt 3030 3561
350 Rmt 3812 4438
400 Rmt 4625 5350
450 Rmt 5562 6401
500 Rmt 6628 7447
600 Rmt 8818 9822
700 Rmt 11407 12693
750 Rmt 12780 14245
800 Rmt 14126 15719
900 Rmt 17234 19170
1000 Rmt 20430 22727
1100 Rmt 24317
1200 Rmt 28427
2
Centrifugally cast (Spun) Ductile Iron pressure pipes
for water, gas and sewage with plain ends
conforming to IS:8329/2000in standard working
lengths of 4, 5, 5.5 & 6 meter for classification K9 &
K7 with cement mortar lining inside the pipes with
outside zinc coating. Rates are ex-factory, excluding
transportation, taxes & duties.
Nominal Dia in mm K7 K9
100 Rmt 778 996
150 Rmt 1121 1463
200 Rmt 1590 1987
250 Rmt 2069 2638
300 Rmt 2722 3337
350 Rmt 3417 4146
400 Rmt 4134 4997
450 Rmt 4950 5905
500 Rmt 5891 7048
600 Rmt 7800 9097
700 Rmt 10324 11540

64
750 Rmt 11546 12930
800 Rmt 12770 14276
900 Rmt 15441 17263
1000 Rmt 18357 20522
1100 Rmt 21851
1200 Rmt 25433
3
Centrifugally cast (Spun) Ductile Iron pressure pies
with flanged (welded) ends for water, gas, sewage
conforming to IS: 8329/2000 in standard working
lengths of 1,2,3, 4, 5 mts for classification K9 with
cement mortar lining inside the pipes with outside
zinc coating. ratesareex-factory, excluding
transportation, taxes & duties.
Nominal Dia in mm
1.0 Mt.
Length
2.0 Mt.
Length
100 Each 3793 4948
150 Each 5364 7046
200 Each 7101 9395
250 Each 9274 12335
300 Each 11599 15467
350 Each 18155 22956
400 Each 22466 28266
450 Each 27130 33973
500 Each 32867 40901
600 Each 46520 57087
700 Each 55472 68879
800 Each 68391 84978
900 Each 81515 101570
1000 Each 104604 128444
1100 Each 121749 147180
3.0 Mt.
Length
4.0 Mt.
Length
100 Each 6101 6696
150 Each 8729 9718
200 Each 11693 13189
250 Each 15397 17427
300 Each 19329 22001
350 Each 27760 30498
400 Each 34067 36936
450 Each 40814 44108
500 Each 48936 52716
600 Each 67653 72168
700 Each 82289 88385
800 Each 101560 109183
900 Each 121626 131056
1000 Each 152286 162401

65
5.0 Mt.
Length
100 Each 7825
150 Each 11388
200 Each 15484
250 Each 20484
300 Each 25874
350 Each 35299
400 Each 42730
450 Each 50946
500 Each 60737
600 Each 82710
700 Each 101769
800 Each 125736
900 Each 155476
1000 Each 186197
1100 Each 220220
4
Conveyance of Ductile Iron Pressure Pipes and
accessories including loading at Factory, un-loading
at site and stacking for the following sizes
Class
WELDED
DOUBLE
FLANGED
PIPES
SIZE IN MM UNIT K7 K9 K9
100 Per KM/RMT 0.22 0.22 0.33
150 Per KM/RMT 0.33 0.33 0.44
200 Per KM/RMT 0.33 0.44 0.66
250 Per KM/RMT 0.44 0.55 0.88
300 Per KM/RMT 0.66 0.66 1.10
350 Per KM/RMT 0.77 0.88 1.32
400 Per KM/RMT 0.88 0.99 1.54
450 Per KM/RMT 1.10 1.21 1.87
500 Per KM/RMT 1.32 1.43 2.20
600 Per KM/RMT 1.87 1.87 2.86
700 Per KM/RMT 2.75 2.75 4.18
750 Per KM/RMT 3.30 3.30 5.06
800 Per KM/RMT 5.61 5.61 8.36
900 Per KM/RMT 5.61 5.61 8.36
1000 Per KM/RMT 5.61 5.61 8.36
1100 Per KM/RMT 5.61 5.61 -
1200 Per KM/RMT 6.00 6.00
5
Supply and Delivery of Polyethylene (PE)Sleeves for
Ductile Iron Pipes used to guard the pipe against
corrosion.
DIA IN MM
100 MM DIA RMT 41.00
1100 Each 173124 204955

66
400 MM DIA RMT 127.00
450 MM DIA RMT 127.00
500 MM DIA RMT 154.00
600 MM DIA RMT 154.00
700 MM DIA RMT 200.00
750 MM DIA RMT 200.00
800 MM DIA RMT 200.00
900 MM DIA RMT 227.00
1000 MM DIA RMT 227.00
1100 MM DIA RMT 227.00
6
Additional price for HAC(high alumina cement
motar lining)
DIA IN MM
100 MM DIA RMT 55
150 MM DIA RMT 73
200 MM DIA RMT 89
250 MM DIA RMT 106
300 MM DIA RMT 114
350 MM DIA RMT 130
400 MM DIA RMT 178
450 MM DIA RMT 178
500 MM DIA RMT 220
600 MM DIA RMT 220
700 MM DIA RMT 282
750 MM DIA RMT 282
800 MM DIA RMT 282
900 MM DIA RMT 322
1000 MM DIA RMT 322
1100 MM DIA RMT 322
1200 MM DIA RMT 322
estimate.
Price Variation Formula due to Increase / Decrease in the cost of pig iron.
P2=P1+ (R2-R1)/1000*M*0.96, Where
M = Weight of pipe in kg per metre as per I.S.8329-2000.
P2 = Revised rate of pipe in Rs. per Rmt.
P1 = Rate of pipe in Rs. per Rmt. as per above table.
R2 = Price of Pig Iron(Rs per MT excluding CED&ST)) at the time of preparation of estimate.
R1 = Price of Pig Iron(Rs per MT excluding CED&ST) at the time of preparation
of SoR =Rs.27,500/-

67
23. S o R FOR DUCTILE IRON FITTINGS FOR THE YEAR 2014-15
1 2 3
Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000
having dimensions as per table. The rates mentioned here under are for
fittings, zinc coated externally with inside mortar lining (with finishing as per
class 13/IS 9523/2000) ( ex-works) Excluding Transportation, Taxes and
Duties etc.
I DI double socket branch flange Tee
Upto 500 x 500 mm dia Kg 101.00
Above 500 x 500 mm dia Kg 113.00
II DI All Socket Tees
Upto 300 x 300 mm dia Kg 101.00
III DI Double socket Tapers (Reducer)
Upto 500 x 450 mm dia Kg 101.00
IV DI Flanged Socket
Upto 500 mm dia Kg 101.00
Above 500 mm dia Kg 113.00
V DI Flanged Spigot
VI DI Double Socket Duck Foot Bend
Upto 300mm dia Kg 101.00
Above 300mm dia Kg 113.00
VII DI Double Flange Duck/Foot bend
VIII DI All socket Cross.
Upto 300 x 300 mm dia Kg 101.00
IX DI All Flange Tee
Upto 500 x 500 mm dia Kg 101.00
X DI All Flange Cross
Upto 300 x 300 mm dia Kg 101.00

68
XI DI Double Flange Reducer
Upto 500 x 450 mm dia Kg 101.00
XII Blank Flange
XIII Mechanical Joints
XIV DI Double Socket Bends
XV DI Double Flanged Bends
estimate.

69
24. S o R FOR RUBBER GASKETS SUITABLE FORC.I/ D.I. S/S PIPES
Sl.
No.
Description Unit
S.S Rates
For
2014-15
1 2 3 4
1
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber
confirming to BIS: 5382/85, supply and delivery of Rubber
Gaskets suitable for C.I/ D.I S/S pipes anywhere in A.P. F.O.R.
Destination departmental stores including cost of material,
loading, incidental handling with companies standard packing,
transportation, unloading & stacking but excluding central
excise duty, sales tax, octroi and other Govt. Levies etc.,
complete.
80mm dia Each 63
100mm dia Each 98
125mm dia Each 117
150mm dia Each 143
200mm dia Each 174
250mm dia Each 194
300mm dia Each 295
350mm dia Each 374
400mm dia Each 408
450mm dia Each 439
500mm dia Each 609
600mm dia Each 722
700mm dia Each 959
750mm dia Each 1065
800mm dia Each 1277
900mm dia Each 1541
1000mm dia Each 1686
estimate.

70
25. S o R FOR CI PIPES AND SPECIALS FOR THE YEAR 2014-15
Sl.
No.
Description
Quality or
sort
Rate/ Kg
including
packing,
forwarding,
Transit risk and
delivery any
where in A.P. for
the year 2014-15.
Rs.
1 2 3 4
Manufacture, Supply and Delivery of Cast Iron Pipes and
Fittings (spls.) Conforming to IS. No. 7181/1986,
5531/1988, 3950/1979 and C.I.D Joints confirming to is
No.8794/1988 at site of work anywhere in A.P. Including,
loading, unloading, transportation to site of work
stacking at site transit risk and package, excluding taxes
and duties.
I.S. No.
7181/1986
5531/1988
3950/1979
&
8794/1988
73.70
Foot Note: The rate of CI pipes, CI Specials and CID Joints etc., which are to be incorporated
in the SSR are based on the following raw materials cost.
Pig Iron: Rs.27,500/- per M.T.(excluding CED, Tax & Fright)
Coke : Rs.36,570/- per M.T. .(Excluding CED, Tax & Fright)
The rates may be revised depending upon the increase/decrease in the cost of raw materials as
per the following method. For every increase/decrease of Rs.1000/- in the cost of raw
materials or part there of proportionately.
In respect of Pig Iron: The increase/decrease in cost of CI Specials per Kg is 3.43%.
In respect of coke: The increase/decrease in cost of CI Specials per Kg is 0.67%.
The above price is at site of work , Excise duty, CST/VAT extra as applicable at the time of
supply.
of estimate.

71
26. S o R FOR WATER HAMMER CONTROL DEVICES FOR THE YEAR 2014-15
(Rate Each in Rs.)
Sl.
No.
Description
TEST PRESSURE
10
Kgs/cm2
15
Kgs/cm2 20 Kgs/cm2 25
Kgs/cm2
Additional
charges
for
Flanged
ended
valves
1 2 3 4 5 6 7
1
Manufacture, supply and
delivery of zero velocity
valve/ PSLV with CI body
with flanged ends as per
AWWA, ex-factory
excluding transportation,
central excise duty and sale
tax etc., complete.
DIA IN MM
Rate/Each Rs. Rs. Rs. Rs.
150 70275 82031 86878 95568
200 73417 84428 90762 99836
250 82835 95259 102404 112645
300 93220 107203 115246 126768
2
Manufacture, Supply and
delivery of zero velocity
valve/ PSLV with MS
Fabricated Body with Plain
ends. as per AWWA, Ex-
factory excluding
transportation, Central
Excise duty and sale tax etc.
Complete
DIA IN MM Rate/ Each Rs. Rs. Rs. Rs. Rs.
350 99288 114180 122744 135017 8603
400 109748 126209 135675 149248 10373
450 127645 146793 157802 173583 12396
500 147526 169653 182378 200616 13410
525/550 158460 180138 198399 218238 17330
600 177423 204035 219338 241272 24722
650 198604 218467 248321 268056 27957
700 231497 254772 289434 312583 33396
750 256416 282094 320552 346231 37494
800 312360 359217 386155 424768 42251

72
900 371260 426949 450341 504868 51107
1000 450341 450341 450341 625798 64894
1050 454844 454844 454844 658915 67491
1100 573755 650592 709321 780255 75142
1200 690565 759637 865389 932309 85008
1400 1035848 1139453 1298084 1398459 119543
1500 1206940 1327622 1508641 1629199 121934
1600 1231078 1354172 1538815 1661780 127513
3
Manufacture, Supply and
delivery of Air Cushion
valves / Quick Released
damped Air Valves (QRDA)
as per AWWA, Ex-factory
excluding trasportation,
Central Excise duty and
sale tax etc., complete.
DIA IN MM Rate/Each Rs. Rs. Rs. Rs.
100 64263 73904 81293 89419
150 97659 112308 123538 135892
200 104237 119871 131860 145045
4
Conveyance of valves and
accessories including
loading at factory and
unloading, stacking at site
of work.
10% on basic cost of valves
of estimate.

73
27. S o R FOR CAST STEEL VALVES FOR THE YEAR 2014-15.
Sl.No. Description TEST PRESSURES
1 2 3 4 5 6
1
Manufacture, Supply and Delivery of
Cast Carbon Steel rising / Non rising
spindle sluice valve design standard
as per IS:14846/2000 for Water
Supply Scheme with SS Spindle & SS
Working parts the grade of Cast
Steel for body Bonnet, Dome, Stool
Cover, Wedge, Stuffing Box, Gland
Thrust Plate, shall be as per IS : 1030
/ 1989. (The valve shall be used for
High pressure schemes & pumping
stations) excluding transportation,
Central Excise duty and sale tax etc.,
complete. ISI Marked
Class-150
Body
425PSI
Seat 300
PSI
PN-20
Class-300
Body 1100
PSI Seat
750 PSI
PN-30
FOR Enclosed Spur
Gear Arrangement.
Rate/Each Class 150 Class 300
DIA IN MM Rs. Rs. Rs.
40 5729 11458
50 9440 17185
65 11814 21482
80 14169 25779
100 18897 34371
125 24235 44065
150 28354 51556
200 45794 93089 56048 102409
250 64454 146517 74708 155839
300 81420 185074 91673 194395
350 108570 246766 122552 259477
400 220547 501243 234529 513954
450 247206 550816 261189 563528
500 290831 660979 304813 673691
600 332031 753517 346014 766228
700 642251 656233
750 690723 710298
800 799784 819359
900 945201 964776
1000 1211796 1231370
1100 1308739 1328314
1200 1478390 1497965

74
2
Manufacture, Supply and delivery of
Cast Carbon Steel Bolted Cover Non
Return Valve as per IS : 5312 / Part1
/ 1984. Round body heavy duty
material spec. As per IS:1030/1989
with SS Hinge & Seat Rings.
excluding transportation, Central
Excise duty and sale tax etc.,
complete. Dia in mm.
Rate/Each Rs. PN-20 PN-30
40 5695 10356
50 8475 15422
65 10591 19279
80 12710 23135
100 17439 30847
125 21813 39660
150 23983 43624
200 36354 79317
250 50896 132196
300 72707 165245
350 96944 220327
400 198735 451669
450 222971 506751
500 261748 594882
600 302948 688519
3
Cast Steel Multi Door Type Non
return Valve as per IS; 5312/ Part II
/ 1984 Heavy duty material spec. as
per 1030/1989 with SS hinges & Seat
Rings excluding transportation,
Central Excise duty and sale tax etc.,
complete.
PN-20
Rate/Each
500 440652
600 550816
700 660979
750 815208
800 1211796
900 1454154
1000 1586349
1100 1872775

75
1200 1894807
4
Cast Steel D/F Butter fly Valves
conforming to IS; 13095/1991
manually heavy duty Gear operation,
excluding transportation, Central
Excise duty and sale tax etc.,
complete.
DIA IN MM
Rate/Each
PN-
1.0/1.6
PN-2.5
300 84104 104843
350 113138 142171
400 135950 176273
450 164752 208532
500 187795 239639
600 218902 281115
700 343330 426282
750 426282 529972
800 467758 581817
900 529972 664769
1000 841043 1048423
1100 1048423 1359493
1200 1255803 1359493
1300 1682084 1877944
1400 1774253 1981634
1500 1877944 2085324
1600 2189014 2500085
1800 2707465 2914845
2000 3744366 4055436
5
Conveyance of valves and accessories
including loading at factory and
unloading, stacking at site of work.
10% on basic cost of
valves
Note : The duties and taxes as applicable shall be added as per rules at the time of preparation
of estimate.

76
28. S o R FOR DI D/F VALVES FOR THE YEAR 2014-15.Rate/Each in Rs.
Sl.
No.
Description
TEST PRESSURE
PN 10 PN 16
1 2 3 4 5 6
1
Manufacture, supply and delivery of Single
Chamber DI Air Valve with Body and cover in
Ductile Iron of grade SG 400/12 or equivalent
grade as per I.S.3896-part2-1985 and subsequent
revisions. All internal parts such as float, shell
etc., all cover bolts, of stainless steel, and Gaskets
and seals of EPDM food grade quality Epoxy
powder coating (EP-P) inside and outside colour
blue. Drilled as per IS:1538.
DIA IN MM PN 10 PN 16 PN 25
25 (Screwed End) 9009 9009
32 (Screwed End) 17919 17919
40 (Screwed End) 18810 18810
50 32363 32363 41642
80 43175 43175 43175
100 50408 50408 57968
150 61366 61366 70132
200 67210 67210 78168
300 108900 108900 119900
2
Manufacture, Supply and delivery of DI D/F
Gate Valves (Soft Seated) Resilient seated soft
sealing gate valves (Sluice valves) with body
bonnet of ductile cast iron of grade GGG40/ SG
400/12 or equivalent grade as per I.S.3896-part2-
1985 and subsequent revisions, wedge fully
rubber lined with EPDM food grade quality
and seals of NBR and the valves should be of
vacuum tight and 100% leak proof with face to
face dimensions as per BS5163-89/IS14846-
2000/DIN 3202 F 4. All the valves should be with
Electrostatic powder coating both inside and
outside pocket less body passage. Drilled as per
IS:1538.
50 7747 7747 13094
80 9922 9922 16144
100 13088 13088 18304
150 20607 20607 30531
200 34244 34244 51495
250 47429 47429 76487

77
300 71682 71682 124065
350 217030 217030 363053
400 227631 227631 369274
450 With By-pass & Gear 391622 391622 736134
500 With By-pass & Gear 415877 415877 781725
600 With By-pass & Gear 535531 535531 1006636
3
Butterfly Valves with GGG40/SG 400/12 or
Equivalent grade as per I.S.3896-part 2-1985 and
subsequent revisions, Double eccentrically Disc.,
with renewable soft seal on the disc and Body
seat face of stainless steel / nickel weld overlay,
with powder or liquid Epoxy coating with
minimum thickness of 250 microns applied on
both body and disc inside and outside. Face to
face dimensions as per AWWA C 504 or BS 5155
or IS:13095. Drilled as per IS: 1538/ISO
DIA IN MM PN 10 PN 16 PN 25 PN 40
150 82590 82590 85256 113188
200 89954 92874 109124 137629
250 104808 107855 126328 192858
300 125059 128741 143595 202507
350 143087 156102 181811 220409
400 180221 204182 237727 336972
450 197850 219588 279661
500 199731 235759 374904 416406
600 261775 369600 435149 456271
700 516789 545294 819554
800 560262 583871 1196170
900 732712 732712
1000 918489 918489 1734523
1100 1056263
1200 1230671 1230671 1937679
1400 2644951 2644951
1600 3153860 3153860
1800 3868391 3868391
2000 6608212 6608212
2200 9540251 9540251

78
4
Swing Check Valves Slanted/Straight seated with
metallic, corrosion proof and wear resistant seat
faces resilient seat, Body and Disc of ductile cast
iron GGG 40/SG Iron 420/12 or equivalent grade
as per IS 3896(part2)-1985 and subsequent
revisions. All the inside and outside of the body is
to be coated with double coating of epoxy liquid.
Drilled as per IS:1538. Specification and
Dimensions as per I.S 5312 or equivalent codes.
DIA IN MM PN 10 PN 16 PN 25 PN 40
100 32726 36362
150 54954 61060
200 83337 88295 129492 169494
250 91714 97269 157270 198726
300 114962 121800 191459 242572
350 135304 143424 217786 264795
400 164364 174194 220520 286762
500 208982 221634 279496 367792
600 313546 332395 412024 532563
700 452569 493551 603279 765019
800 565875 616721 760709 963725
5
Manufacture, supply and delivery of DI (Ductile
Iron) Wafer Butterfly valves conforming to IS
13095-1991. With hand lever below 150 mm, with
Worm gear for 200 mm and above excluding
transportation, CED and taxes etc, completed
DIA IN MM PN 10 PN 16
40 5610 5610
50 5610 5610
65 6071 6071
80 6620 7255
100 9307 9648
125 11696 11696
150 15795 16137
200 21430 21430
250 28518 28518
300 40127 40127
350 48695 52824

79
6
Manufacture and supply of “Air Release –
Vacuum Break – Surge Alleviation” Valve for
potable water. Construction material Cylindrical
Body of Ductile Iron GGG-50/SG-500-7, Three
cylindrical Floats of High Density Poly Ethylene.
Baffle Plate, Orifice venture and all construction
bolts of stainless steel, coating internally and
externally. Electrostatically applied epoxy (1)
Flange connection as per IS 1538, (2) Female
(BSP/NTP Threaded for sizes 25 mm
25 mm dia 14814 - -
50 mm dia - 47740 47740
80 mm dia - 74896 74896
100 mm dia - 82583 82583
150 mm dia - 169358 169358
200 mm dia - 254354 254354
7
Manufacturer and supply of Metal Seated Gate
Valve Non- Rising Stem with by-pass & gear
operated, for water and sewage applications&
dimensions confirming to IS 14846-2000.
Material construction Body, Bonnet, Wedge and
Distance Piece of ductile iron GGG-50/SG500/7
DIN1693 or equivalent. Body seat, Wedge seat
and Stem nut of Aluminum Bronze BS EN 1982
CC331G/equivalent, Stem of Stainless steel BS
EN 100881.4057 or equivalent. 'O' Seal
Body/Cover is of EPDM food grade Quality.
Fastners is of Steel Sheraplex coated to BS 3692
Gr 8.8 or equivalent. Body and Bonnet internally
and externally blue two pack epoxy to WIS 4-52-
01 Class B. Leakage tested for seat 1.1 PN and
body 1.5 x PN. Flange connection as per IS 1538
DIA IN MM PN 10 PN 16
DN700 1372190 1372190
DN800 1734934 1734934
DN 900 1961180 1961180
DN 1000 2197338 2197338
DN 1100 3403190 3403190
DN 1200 2994069 2994069
NOTE:-All the prices are ex-go down /ex-factory. Excise duty and CST /Local Tax Extra as
applicable at the time of supply. Packaging and Transportation extra at 5% on basic cost. The
duties and taxes as applicable may be added as per rules at the time of preparation of estimate.
The grade of DI & conformation to specifications shall be certified by a third party Quality
Control Agency approved by indenting authority at the cost of supplier.

80
29. S o R FOR SFRC MAN-HOLE FRAME WITH COVERS FOR THE YEAR 2014-15
Sl.No. Description Unit
S o R for
2013-14.
1 2 3 4
I
Manufacture as per BIS:12592 (Part 1&2)
Supply & Delivery of manhole covers and
frames with ISI marking anywhere in A.P.,
F.O.R. destination including, loading, un-
loading & stacking at site but excluding central
excise duty, sales tax, octroi and other Govt
levies etc., as applicable.
I.S.I Mark
Rs.
a) M.D. -10 with 500mm diaclear opening Each 1543
b) H.D.-20 with 500mm diaclear opening Each 1989
C) H.D.-10with 560mmdia clear opening(New item) Each 1560
d) H.D.-20 with 560mm diaclear opening Each 2133
e) H.D.-35 with 560mm diaclear opening. Each 2286
f) 24x24 MD 10 Each 1682
g) 24x18 MD 10 Each 1548
h) 24x24 HD 20 Each 1890
i) 24x18 HD 20 Each 1927
j) Deviders 0.9 mtr. Each 3957
II
Manufacture as per company’s standard
specification supply and delivery of
encapsulated plastic steps for man holes
anywhere in A.P. including cost of materials
packing as per company’s standards, loading,
transportation, unloading and stacking at site of
work etc, complete but excluding taxes such as
sales tax, C.E.D and others etc., as applicable.
Each 166
of estimate.

81
30. S o R FOR CI and M.S. DISMANTLING JOINTS FOR THE YEAR 2014-15
Sl.No. Description Unit 2014-15.
1 2 3 4
1
Manufacture, Supply and Delivery of C.I Dismantling Joints with both
side flange end suitable for installation in between flange end pipes.
These rates are excluding Excise duty, Taxes and transportation
charges etc., complete.
Rs.
Nominal Dia. In MM
50 Each 4387
80 Each 4802
100 Each 6301
125 Each 8102
150 Each 8888
200 Each 12604
250 Each 15004
300 Each 24008
2
Manufacture, Supply and Delivery of M.S. Dismantling Joints with both
side flange end suitable for installation in between flange end pipes.
Thickness as per IS: 7322. These rates are excluding Excise duty, Taxes
and transportation charges etc., complete
Each
Nominal Dia. In MM
350 56938
400 65245
450 70786
500 84723
600 98586
700 109677
750 112452
800 134633
900 140459
1000 168248
1100 182138
1200 209924
1300 237707
1400 266032
1600 293872
1800 348005
2000 433076
3
Conveyance of joints and accessories including loading at factory
and unloading, stacking at site of work.
5% on
basic cost
Note:
The duties and taxes as applicable shall be added as per rules at the time of preparation
of estimate.

82
31. OTHER ITEMS FOR THE YEAR 2014-15
Sl.
No.
Description Unit
S.S. Rates
for
2014-15.
1 2 3 4
1
SUPPLY AND DELIVERY OF PIG LEAD 99.99
% PURE INCLUDING TAXES AND
CONVEYANCE ETC., COMPLETE.
Per Kg
319
2
SUPPLY AND DELIVERY OF LEAD WOOL
BEST QUALITY INCLUDING TAXES AND
Per Kg
168
3
SUPPLY AND DELIVERY OF SPUN YARN OF
BEST QUALITY INCLUDING TAXES AND
Per Kg 128
4
SUPPLY AND DELIVERY OF RUBBER
PACKING INCLUDING TAXES AND
a) 3 mm thick Per Kg 103
b) 6 mm thick Per Kg 103
5
SUPPLY AND DELIVERY OF BOLTS AND
NUTS WITH DOUBLE WASHERS
INCLUDING TAXES AND CONVEYANCE
ETC., COMPLETE. (1/2" TO 1")
Per Kg 123

83
32. S o R FOR RUBBER RINGS SUITABLE FOR
SWG PIPES FOR THE YEAR 201-15
Sl.
No.
Description Unit
S.S Rates
For
2014-15
1 2 3 4
1
Manufacture Supply of Rubber Rings made with EPDM
Rubber Rings (seals according to EN681 AND ASTM 425)
suitable for SWG pipes confirming to IS No.651/1992 any
where in A.P , For including cost of materials, loading,
unloading , handling with company standard packing ,
transportation, unloading and stacking but excluding central
excise duty and other taxes etc complete. The Rubber Rings
shall be tested at the factory premises confirming to I.S
No.651/1992
100 mm dia Each 53
150 mm dia Each 80
200 mm dia Each 120
230 mm dia Each 146
250 mm dia Each 186
300 mm dia Each 213
350 mm dia Each 253
of estimate.

84
33. S o R FOR TRENCH LESS TECHNOLOGY WITH PIPE JACKING METHOD
FOR THE YEAR 2014-15
Sl.
No.
Description Unit
S.S Rates
For
2014-15
1 2 3 4
1
Railway crossing/Road crossing/Canal crossing by adopting
trenchless technology tunneling work through specialized pipe
jacking method by erecting the equipment to true to the
alignment and gradient, by hydraulic pipe jacking technique
complete including tunneling, excavation in all types of soils
including hard rock and construction of RCC chambers
suitable to casing pipe pits, and conveyance charges of
machinery and other required materials but excluding cost of
encasing pipe, in co-ordination with the concerned authorities
as per approved drawings and directed by the Engineer-in –
Charge.
800 mm dia Rmt 26000
900 mm dia Rmt 27300
1000 mm dia Rmt 28600
1100 mm dia Rmt 29900
1200 mm dia Rmt 31200
1300 mm dia Rmt 32500
1400mm dia Rmt 35100
1500 mm dia Rmt 39000
of estimate.
Sd/- Sd/-
//ATTESTED//
EXECUTIVE ENGINEER (P.H)

Annexure
138
LATEST G.O. ON SEIGNORGE CHARGES

Annexure
139
Copy of
GOVERNMENT OF ANDHRA PRADESH
ABSTRACT
Mines and Minerals - Amendments to Rule 10 of the Andhra Pradesh Minor Mineral
Concession Rules, 1966 - Orders - Issued.
-----------------------------------------------------------------------------------------------------------
INDUSTRIES AND COMMERCE (M.I) DEPARTMENT
G.O.Ms.No.198. Dated:13.08.2009
Read the following:
1. G.O.Ms.No.217, Industries & Commerce (M-I) Dept., dated 29-09-2004.
2. From the Director of Mines & Geology, File No.25395/MR/ 2007, Dated:29.9.2007.
3. G.O.Ms.No.104, Ind. & Com. (M.I) Department, dt.15.5.2009.
***
ORDER :
The following notification will be published in the Extra-Ordinary issue of the Andhra
Pradesh Gazette dated 13.8.2009.
2. This order shall come into force with immediate effect.
NOTIFICATION
In exercise of the powers conferred by sub-section (1) of section 15 of the Mines and Minerals
(Development & Regulation) Act,1957 (Central Act 67 of 1957), the Governor of Andhra
Pradesh hereby makes the following amendments to the Andhra Pradesh Minor Mineral
Concession Rules, 1966 issued in G.O.Ms.No.1172, Industries and Commerce(M-I) Department,
dated 04-09-1967 and subsequently amended from time to time.
AMENDMENTS
In the said rules, Under Rule 10 for Schedules I and II the following shall be substituted, namely
:
“SCHEDULE -I
RATES OF SEIGNIORAGE FEE
Sl.No. Name of the Minor Mineral Unit Rate of Seigniorage Fee
(in Rupees)
1 2 3 4
1 Building Stone M3
/MT Rs.50/33
(Rupees Fifty /Thirty Three)
2 Rough Stone/Boulders M3
/MT Rs. 50/33
3 Road Metal & Ballast M3
/MT Rs. 50/33

Annexure
140
3(a) Dimensional Stone
used for Kerbs & Cubes
MT Rs.88/-
(Rupees Eighty Eight)
4 Limekankar / Limestone MT The rate of Royalty as
applicable to limestone (other
than L.D. Grade) in respect of
Major Mineral as per the 2nd
Schedule of the Mines and
Minerals (D&R) Act, 1957.
5 Lime Shell MT Rs.88/- (Rupees Eighty Eight)
6 Marble M3
/MT Rs. 165/66 (Rupees One
hundred and Sixty Five/Sixty
Six)
7 Mosaic Chips MT Rs. 44/- (Rupees Forty Four)
8 Muram/Gravel &
Ordinary earth
M3
/MT Rs. 22/14 (Rupees Twenty
Two/ Fourteen)
9 Ordinary sand/Sand manufactured
from
Boulders useful for Civil construction
M3
Rs. 40/- (Rupees Forty)
10 Shingle M3
Rs. 17/- (Rupees Seventeen)
11 Chalcedony Pebbles MT Rs. 33/- ( Rupees Thirty Three)
12 Fullers Earth/Bentonite MT Rs. 110/- (Rupees One hundred
and Ten) and Rs.44/- (Rupees
Forty Four)
13 Shale/Slate MT Rs. 110/- (Rupees Hundred and
Ten )
14 Rehmati MT Rs. 17/-(Rupees Seventeen )
15 Limestone slabs
a(i) Colour
-
Rs. 7/- (Rupees Seven) per Sq.
Mt. or Rs. 88/-(Rupees Eighty
Eight) per MT whichever is
higher
(ii) White
-
Rs. 5/-(Rupees Five)per Sq. Mt.
or Rs. 55/-(Rupees Fifty Five)
per MT. whichever is higher
(iii) Black
-
Rs. 4/- (Rupees Four) per Sq.
Mt. or Rs. 44/- (Rupees Forty
Four) per Mt. whichever is
higher
16 Ordinary clay, Silt and Brick Earth
used in the manufacture of Bricks
including Mangalore tiles
--
Rs. 3850/- (Rupees three
thousand eight hundred and
fifty only) per kiln per annum
for Bricks and Tiles
17. Granite Useful for Cutting:

Annexure
141
(Rates in Cubic Metre)
Item
Super
Gang Saw
above 300
CMX 180
CM. Size
Mini Gang
Saw above
270 Cm X
150 Cm. &
less than 300
Cm X 180
Cm Size
Below 270
Cm.
X 150 Cm.
size
Below 75
Cm.
Size
(a)
Black Granite
Galaxy Variety
Rs. 3300/-
(Rupees
Three
Thousand
Three
hundred)
Rs. 2625/-
(Rupees Two
thousand Six
hundred and
twenty five
only)
Rs. 2475/-
(Rupees Two
thousand Four
hundred and
Seventy Five
only)
Rs. 1100/-
(Rupees One
thousand One
hundred only)
(b)
Black Granite other
than Galaxy
Variety
Rs. 2475/-
(Rupees Two
thousand
Four hundred
and Seventy
Five only)
Rs.2000/-
(Rupees Two
thousand
only)
Rs.1,925/-
(Rupees One
thousand Nine
hundred and
Twenty Five
only)
Rs.825/-
(Rupees Eight
hundred and
Twenty Five
only)
( c )
Colour Granite
Srikakulam Blue,
Indian aurora of
Nizamabad Dist.,
Leptinites of Coastal
Dists., Black pearl of
Praksam and Guntur
Dists.
Rs. 2475/-
(Rupees Two
thousand
Four hundred
and Seventy
Five only)
Rs.2000/-
(Rupees Two
thousand
only)
Rs.1925/-
(Rupees One
thousand Nine
hundred and
Twenty Five
only)
Rs.825/-
(Rupees Eight
hundred and
Twenty Five
only)
(d)
Colour Granite of
other varieties
RS.1,925/-
(Rupees One
thousand
Nine hundred
and Twenty
Five only)
Rs. 1625/-
(Rupees One
thousand Six
hundred and
Twenty five
only)
Rs.1650/-
(Rupees One
thousand Six
hundred Fifty
only)
Rs.825/-
( Rupees
Eight
hundred and
Twenty Five
only)

Annexure
142
SCHEDULE –II
RATE OF DEAD RENT
(PER HECTARE PER ANNUM)
Sl.
No.
Name of the Minor Mineral Rate of Dead Rent per
hectare per Annum
01 Black Granite Rs.55,000/- (Rupees fifty five
thousand only)
02 Colour Granite Rs.44,000/- (Rupees
forty four thousand only)
03 Limestone other than classified as Major Minerals
used for Lime burning for building construction
purposes, Marble, Boulders, Building Stone
Including Stone used for Road Metal, Ballast
Concrete and other Construction purposes, Shale,
Slate and Phyllites, Mosaic Chips, Fuller’s
Earth/Bentonite & Dimensional Stones used for
cubes & kerbs,
Rs.27,500/- (Rupees
twenty seven thousand
and five hundred only)
04 Gravel, Morrum, Shingle, Limestone Slabs used for
Flooring purposes Limekankar, Chalcedeny pebbles
used in the building purposes Limeshell for burning
used for building purposes and Rehmatti.
Rs.16,500/- (Rupees
sixteen thousand and five
hundred only)
NOTE:-1) The above rates are liable to be revised and amended from time to time by the State
Government by notification in the Andhra Pradesh Gazette.
2) In case of revision, the revised rates as fixed by Mines and Geology Department have
to be adopted.

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