ph-ar-2013.pdf

For Official Use Only Confidential

Government of Odisha

HOUSING AND URBAN DEVELOPMENT DEPARTMENT

P.H. ENGINEERING ANALYSIS OF RATES

2013

PUBLIC HEALTH ENGINEERING ORGANISATION ODISHA

PREFACE

The current Public Health Engineering Schedule of Rates was prepared in

1999 and has been in force since 11.02.2000. Due to enhancement in rates of

materials, labour, conveyance and technical developments, the existing Schedule of

Rates has become unworkable. The qualitative changes have also warranted

modifications necessitating revision of the Schedule of Rates.

The officers of Public Health Engineering Organisation under the active

guidance of Engineer-in-Chief, Public Health, Odisha, Bhubaneswar rendered their

valuable assistance in revising this Schedule of Rates. During the process of revision,

the DGS&D, EP&M and lowest local market rates of materials, minimum wages of

different category of labour, hire charges of machineries and equipments in different

areas of State have been considered. The standards laid down by Bureau of Indian

Standards, the Schedule of Rates prepared by CPWD of Government of India have

also been considered while revising the Schedule of Rates.

The following drafts have been prepared during the process of revision.

a) The Public Health Engineering Schedule of Rates, 2013

b) The Public Health Engineering Analysis of Rates, 2013

The Public Health Engineering Schedule of Rates and Analysis of Rates

deal with the following sections in detail.

Section 1: Guiding Principles

Section 2: External Water Supply (Laying of Water Mains)

Section 3: International Water Supply & Sanitary Installation

Section 4: Sewerage (Sewers and Ancillary Structures)

Section 5: Sinking of Tube Wells


have been based on the rates of labour, building materials and other Civil Engineering

materials as per approved PWD Schedule of Rates, 2013.

This Schedule of Rates on its adoption will require addition, alteration

and modification with reference to Labour Rates, Rates of Materials and change in

specification with passage of time and with advancement of science and technologies,

thus will necessitate its revision from time to time.

Er. Surendra Kumar Mohanty

Engineer-in-Chief, PH

Odisha, Bhubaneswar

TABLE OF CONTENTS

Section Item

Number Description Page

1 2 3 4

1 GUIDING PRINCIPLES

1.1 Guiding Principles & Notes

2 EXTERNAL WATER SUPPLY (LAYING OF WATER MAINS)

2.1 Cast Iron & Ductile Iron Pipes and Specials 1

2.2 M.S Pipes 30

2.3 Unplasticised PVC Pipes and Specials 38

2.4 Polyethylene (PE) Pipes and Specials 50

2.5 Asbestos Cement Pressure Pipes and Specials 62

2.6 Appurtenances 73

3 INTERNAL WATER SUPPLY AND SANITARY INSTALLATION

3.1 Water Supply 96

3.2 House Service pipes 111

3.3 Plumbing Soil, Waste, Ventilating Pipes and Fittings 138

3.4 Sanitary Installation 147

3.5 Painting 162

3.6 Drainage 165

3.7 Miscellaneous 168

4 SEWERAGE (SEWERS AND ANCILLARY STRUCTURES)

4.1 Glazed Stoneware Pipes 183

4.2 Ancillary Structures (Manholes) 197

4.3 Concrete Pipes with and without reinforcement 208

5 SINKING OF TUBE WELLS

5.1 Sinking of 200mm x 150mm size Production Wells with DTH or Combination Drilling Rig in hard rock areas with PVC/GI Casing pipe

219

5.2 Sinking of 125mmx100mm size Tube Well with DTH or Combination Drilling Rigs in hard rock areas with PVC/GI casing pipe

223

5.3 Sinking of 125mm x 100mm size Tube well with Calix Rigs in hard granite including boulder formation areas with PVC/GI casing pipes

226

5.4 Sinking of 125mm x 100mm size Tube well with Calix Rigs in hard granite including boulder formation areas with PVC/GI casing pipes (In hilly areas)

230

5.5 Sinking of 125/100 mm x 50 mm size tube well through Hand Boring (Water Jet) Method with Sanitary/ Saline Sealing

233

5.6 Sinking of 200 mm (8") dia Gravel Packed Production Well including saline sealing through Rotary Drilling Rigs.

237

Section Item

Number Description Page

1 2 3 4

5.7 Sinking of 150mm (6") dia Gravel Packed Production Well through Hand Boring (Water Jet) method with sanitary/saline sealing

242

5.8 Sinking of 150mm x 125mm dia Production Well with DTH or Combination Drilling Rigs in hard rock areas with PVC/GI casing pipe

245

5.9 Sinking of 125mm/100mm size tube well through D.T.H or Combination drilling rigs in boulder formation areas with M.S casing pipes.

247

5.10 Sinking of 200mm/150mm size tube well through D.T.H or Combination drilling rigs in boulder formation areas with M.S casing pipes.

250

Annexures 1 to 23 1 to 27

Section – 1

GUIDING PRINCIPLES

GUIDING PRINCIPLES


have been prepared basing on the following considerations:

(a) Labour rates considered in this Analysis of Rates is as per Works Department O.M. No 8304 dated 01.08.2013 and will vary time to time as per Works Department Notification.

(b) The rates of materials (CI pipes, GI pipes, PVC pipes, Concrete pipes & water tanks etc) are based on the prevailing rates concluded by DGS&D/EP&M as the case may be (for PH materials

borne under DGS&D/EP&M rate contract). The DGS&D/EP&M rates are subject to variation from time to time depending on the price variation clause of the terms and conditions of DGS&D/EP&M rate contract.

(c) In case of store items for which both DGS&D and EP&M rate contracts exist, the rates concluded by Directorate of Export Promotion & Marketing (EP&M) will prevail as per Industrial policy of Government of Odisha and accordingly the EP&M rate have been considered.

(d) The items not covered either under DGS&D or EP&M rate contracts, but indicated in the list of 'Rates of materials' appended in this SoR are based on price list of manufacture’s of medium quality of material (neither heavy nor light).

e) The DGS&D and EP&M rates indicated in the cost of materials are basic rates only, over and above which required taxes and duties like Excise Duty, Central Sales Tax, VAT, conveyance charges etc., as applicable are to be considered to arrive at the landing cost.

(f) The rates of materials are indicative only and shall be applicable exclusively for estimation purposes. These however should not be considered for payment.

(g) The lump sum provision of rates against certain items indicated in the Schedule of Rates is inclusive of cost of material, labour, conveyance, taxes and duties etc.

N O T E S

1. 10% (Ten per cent) extra over & above the labour charges of

schedule of rates admissible for item of works inside jail premises as

per approved PWD SoR, 2006.

2. As per the decision taken in the review taken by Hon’ble Minister,

Finance, Odisha and basing on the instruction communicated in R.D.

Department Lr. No. 414 dated 01.02.2012, the Analysis of Rates,

pertaining to drilling of H.P Tube Wells and large dia Tube Wells

(production wells) by various drilling methods, has been prepared by

the technical committee of RWS&S considering the current labour

rate & cost of P.O.L.

3. The drilling operation hours and consumption of lubricant has been

considered to be the same for both departmental rigs and private

rigs.

4. The cost of machineries and equipment has been considered basing

on the cost of purchases made in RWSS organisation after approval

of Govt.

5. The civil works related to Water Supply & Sewerage are to be

analysed as per current PWD SoR with latest amendments,

recommendations and provisions of Works Deptt., Govt. of Odisha.

The P.H SoR may be examined annually by the SoR Committee as

per requirement.

Official Committee for preparation of Schedule of Rates for P.H Engineering items of works

A Committee comprising the following members was constituted by the

Chief Engineer, P.H (U) Odisha vide order No.638 Dt.17.01.12 to revise/update the

P.H Schedule of Rates.

1. S.E (P&M), O/O the C.E, P.H (U) Odisha - Chairman

2. S.E (Designs), O/O the C.E, P.H (U) Odisha - Member

3. S.E, P.H Circle, Bhubaneswar - Member

4. S.E, RWS&S Circle, Bhubaneswar - Member

5. Project Director, OWSSB, Bhubaneswar - Member

6. E.E P.H, O/O the C.E, P.H (U) Odisha - Member

7. E.E, G.P.H Div. No-1, Bhubaneswar - Member

8. A.C.E (P&D), O/O the C.E, P.H (U) Odisha - Member Convenor

Subsequently the Committee was reconstituted with the following

members vide order No.5820 Dt.21.05.13 of E-I-C, P.H Odisha.

1. Er S.K Mohanty, C.E, P.H (U) Odisha - Chairman

2. Er K.C Sahu, S.E, P.H Circle, Berhampur - Vice-Chairman

3. Er C.R Jena, S.E, P.H Circle, Bhubaneswar - Member

4. Er B.K Senapati, S.E, P.H Circle, Cuttack - Member

5. Er Janmejay Sethi, RWS&S Circle, Bhubaneswar - Member

6. Er P.K Mohapatra, S.E, P.H Circle (R&B), Bhubaneswar - Member

7. Er M. R Dash, P.D OWSSB, Bhubaneswar - Member

8. Er A.K Samantaray, S.E (D), O/O C.E, P.H (U) Odisha - Member Convenor

The following officers rendered their valuable assistance in revising and

preparing the draft P.H Engineering Schedule of Rates & P.H Engineering Analysis of

Rates.

Engineer-in-Chief: 1. Er S.K Mohanty

Chief Engineer: 2. Er. Janmejay Sethi

3. Er. K.C Sahu

Superintending Engineer: 4. Er C.R Jena

5. Er B.K Senapati

6. Er P.K Mohapatra

7. Er A.K Samantaray

Executive Engineer: 8. Er. Sarbeswar Jena

9. Er. B.K Soren

Assistant Executive Engineer: 10. Er. B.K Rout

11. Er. K.K Sahu

12. Er. A.K Mishra (B)

Assistant Engineer: 13. Sri P.C Bhuyan

Junior Stenographer: 14. Sri S.K Panda

Er. Surendra Kumar Mohanty

Engineer-in-Chief, PH

Odisha, Bhubaneswar

Section – 2

EXTERNAL WATER SUPPLY

(Laying of Water Mains)

Sl No Quantity Unit Rate (Rs) Amount (Rs)1 3 4 5 6

2.1 CAST IRON PIPES AND SPECIALS

2.1.1

80mm diaa. Materials

80mm dia CI pipe Class-LA 1.00 Mtr 664.49 664.49b. Labour for laying

Taking an average of 10m of 200mm dia CI pipe Class-A Weight of (2 pieces of 5m length pipe)=2 x 257 kg=514 kgPlumber Fitter(S) 0.17 Each 190.00 32.30Helper to plumber or fitter 0.17 Each 170.00 28.90Male worker 1.33 Each 150.00 199.50

260.70Rate per 100 kg or 1 Qntl is 260.70 ÷ 5.14 = 50.72For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre=[0.59Q/3.66m]=0.161Q) 0.161 Qntl 50.72 8.17

(a+b) 672.66c. Add Contractor's Profit & Overhead charges 15% of 672.66 100.90

Total (a+b+c) Rate per each Mtr 773.56say 773.60

N.B.:

2.1.2

80mm diaa. Materials

80mm dia CI pipe 1.00 Mtr 837.83 837.83b. Labour for laying

Rate per 100 kg or 1 Qntl vide item No.2.1.1 50.72

For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre)

Weight of CI pipes for 10metres=[(2 x 4.30 x 10)/2] + (10 x 16)=43 + 160 =

203 kg or 2.03Q 0.203 Qntl 50.72 10.30

(a+b) 848.13

c. Add Contractor's Profit & Overhead charges 15% of 848.13 127.22

Total (a+b+c) Rate per each Mtr Total 975.35

say 975.30N.B.:

2.1.3

80mm dia

a. Materials

80mm dia CI pipe 1.00 Mtr 721.70 721.70

Description2

Laying in trenches Centrifugally Cast (spun) Iron S/S Pressure pipes Class-LA, A & B

conforming to IS:1536 - 2001 of the following nominal diameter as per specification complete.

(Earthwork in trenches, jointing of pipes, specials and fittings to be measured separately)

Laying in trenches Vertically Cast Iron Socket and Spigot pipes Class-A & B conforming to

IS:1537 - 1976 of the following nominal diameter as per specification complete.(Earthwork in

trenches, jointing of pipes, specials and fittings to be measured and paid for separately)

For 100mm to 1000mm dia please refer Annexure-1


Laying in trenches Centrifugally Cast (spun) Iron flanged pipes Class-A & B conforming to

IS:1536 - 2001 with screwed flanges of the following nominal diameter as per specification

complete. (Earthwork in trenches, jointing of pipes, specials and fittings to be measured and paid

for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

1


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for laying


For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre)Weight of CI pipes for 10metres=[0.64Q/3.66m]x10=1.75Q

0.175 Qntl 50.72 8.88(a+b) 730.58

c. Add Contractor's Profit & Overhead charges 15% of 730.58 109.59Total (a+b+c) Rate per each Mtr Total 840.17

say 840.20N.B.:

2.1.4

80mm dia

a. Materials80mm dia CI pipe 1.00 Mtr 813.07 813.07

b. Labour for layingRate per 100 kg or 1 Qntl vide item No.2.1.1 50.72For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre)Weight of CI pipes for 10metres=(16+3.70)x10=197 kg or 1.97 Qntl

0.197 Qntl 50.72 9.99(a+b) 823.06


say 946.50N.B.:

2.1.5

[ i ] 80mm dia


b. Labour for layingRate per 100 kg or 1 Qntl vide item No.2.1.1 50.72For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre)Weight of CI pipes for 10metres=(3.70 x 2/2.75) x 10 + (19.80 x 10) =198 + 27.00 = 225 kg or 2.25 Qntl 0.225 Qntl 50.72 11.41


Total (a+b+c) Rate per each Mtr Total 1081.05say 1081.00

N.B.:

2.1.6

80mm dia


b. Labour for layingRate per 100 kg or 1 Qntl vide item No.2.1.1 50.72For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre)

Laying in trenches Vertically Cast Iron flanged pipes of Class- A & B conforming to IS:1537 -

1976 of the following nominal diameter as per specification complete. (Earthwork in trenches,

jointing of pipes, specials and fittings to be measured and paid for separately)

Laying in trenches Centrifugally Cast (Spun) Iron low pressure (LP) pipes conforming to

IS:6163 - 1978 of the following nominal diameter as per specification complete. (Earthwork in


Laying in trenches horizontal Cast Iron Double flanged pipes of Class-B conforming to

IS:7181 - 1986 of the following nominal diameter as per specification complete. (Earthwork in





1,50,00,000

8 0.514 𝑋 8 + 0.48

2


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight of CI pipes for 10metres=[0.44Q/3.66m]x10=1.20 Qntls0.12 Qntl 50.72 6.09


Total (a+b+c) Rate per each Mtr Total 576.56say 576.60

N.B.:

2.1.7

80mm dia

a. Materials80mm dia DI K-7 pipe 1.00 Mtr 638.5 638.50

b. Labour for layingRate per 100 kg or 1 Qntl vide item No.2.1.1 50.72For 1m of 80mm dia DI K-7 pipe (Weight of DI pipes for 1.00metre)Weight of DI pipes for 10metres=(52x10)/4.0=130 kg=1.30 qntl

0.13 Qntl 50.72 6.59(a+b) 645.09


say 741.90N.B.:

2.1.8

80mm dia

a. Materials80mm dia DI K-9 pipe 1.00 Mtr 687.62 687.62

b. Labour for layingRate per 100 kg or 1 Qntl vide item No.2.1.1 50.72For 1m of 80mm dia DI K-9 pipe (Weight of DI pipes for 1.00metreWeight of DI pipes for 1metre=12.20+(3.00x2)/4=13.70 kg=0.14 qntl

0.14 Qntl 50.72 7.10(a+b) 694.72


say 798.90N.B.:

2.1.9

a. Materials80mm dia Cast Iron Bend 0.18 Qntl 4127.24 742.90

b. Labour for laying Tees

Plumber (Fitter) 2nd class 0.93 Each 190.00 176.70

Details of cost of 1 quintal of socket and spigot specials such as Bends, Tees,

Crosses, Tappers, Caps etc

For average take details for 10 numbers Tees of 200mm x 150mm size Weight of

Tees = 74 kg x 10 = 740 kgs or 7.40 quintals



Laying in trenches Centrifugally Cast (Spun) Ductile Iron pressure, socket and spigot

pipes Class K9 & K7 without cement mortar lining conforming to IS:8329 - 2000 of the

following nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes,

specials and fittings to be measured and paid for separately)

Laying in trenches Centrifugally Cast (Spun) Ductile Iron Pressure Flanged pipes Class-

K9 & K7 with screwed or welded flanges conforming to IS:8329 - 2000 of the following

nominal diameter as per specification complete. (Earthwork in trenches, jointing of pipes, specials

and fittings to be measured and paid for separately)

Laying in trenches double socket Cast Iron Bends conforming to IS:1538 - 1993 (Part-x) of the

following nominal diameter as per specification complete. (Earth work in trenches, jointing of pipes,

specials and fittings to be measured and paid separately)


1,50,00,000

8 0.514 𝑋 8 + 0.48

3


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Helper to plumber or fitter 0.62 Each 170.00 105.40Male worker (unskilled) 2.48 Each 150.00 372.00

654.10Rate per each quintal is 654.10 ÷ 7.40 = 88.39For 1 No. 80mm dia Cast Iron Bend 0.18 Qntl 88.39 15.91

(a+b) 758.81c. Add Contractor's Profit & Overhead charges 15% 758.81 113.82

Total (a+b+c) Rate per each Total 872.63say 872.60

N.B.:

2.1.10

a. Materials80mm dia Cast IronTee 0.23 Qntl 4127.24 949.27

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No. 80mm dia Cast Iron Tee 0.23 Qntl 88.39 20.33



N.B.:

2.1.11

a. Materials80mm dia Cast Iron Plug

0.03 Qntl 4127.24 123.82

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No. 80mm dia Cast Iron Plug 0.03 Qntl 88.39 2.65



N.B.:

2.1.12

a. Materials80mm dia Cast Iron Double Flanged Bend 0.13 Qntl 4127.24 536.54

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No. 80mm dia Cast Iron Double Flanged Bend

0.13 Qntl 88.39 11.49(a+b) 548.03

c. Add Contractor's Profit & Overhead charges 15% 548.03 82.20Total (a+b+c) Rate per each Total 630.23

say 630.20

N.B.: For higher size of double flange bends please refer Annexure-12

For higher size Tees please refer Annexure-10

For higher size Plugs please refer Annexure-11

Laying in trenches Cast Iron Plugs conforming to IS:1538 - 1993 (part-XVI) of the following

nominal diameter as per specification complete. (Earth work in trenches, jointing of pipes, specials


Laying in trenches Double Flanged Bends conforming to IS:1538 - 1993 (Part-XVIII) of the



Labour for laying of Double Flanged Bends same as per Double Socket Cast Iron Bends

Laying in trenches all socket Cast Iron Tees conforming to IS:1538 - 1993 (part-XI) of the



For 100mm to 1000mm dia and 90o, 45

o, 22.50

o & 11.25

o bend please refer Annexure-9

1,50,00,000

8 0.514 𝑋 8 + 0.48

4


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.1.13

Double Flanged 90° bend a. Materials

80mm dia Cast Iron Double Flanged Duckfoot Bend0.21 Qntl 4127.24 866.72

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Double Flanged Duckfoot Bend

0.21 Qntl 88.39 18.56(a+b) 885.28


say 1018.10N.B.:

2.1.14

80mm dia Cast Iron all flanged Teea. Materials

80mm x 80mm dia Cast Iron Tee 0.21 Qntl 4127.24 866.72b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Tee 0.21 Qntl 88.39 18.56



N.B.:

2.1.15

All Socket Cast Iron Crossesa. Materials

80mm dia Cast Iron Cross 0.30 Qntl 4127.24 1238.17b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Cross 0.30 Qntl 88.39 26.52



N.B.:

2.1.16

Cast Iron Collara. Materials

80mm dia Cast Iron Collar 0.14 Qntl 4127.24 577.81b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39

For higher size of double flange Duckfoot Bends please refer Annexure-13

Laying in trenches Double Flanged Duckfoot Bend conforming to IS:1538 - 1993 (part-XVIII) of

the following nominal diameter as per specification complete. (Earth work in trenches, jointing of

pipes, specials and fittings to be measured and paid for separately)

Laying in trenches all flanged Tees conforming to IS:1538 - 1993 (Part-XIX) of the following



Laying in trenches all Socket Cast Iron Crosses conforming to IS:1538 - 1993 (part-XIII) of the



Laying in trenches Cast Iron Collars conforming to IS:1538 - 1993 (Part-IX) of the following



For higher size of Cast Iron Tee please refer Annexure-14

For higher size of Cast Iron Cross please refer Annexure-15

1,50,00,000

8 0.514 𝑋 8 + 0.48

5


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

For 1 No 80mm dia Cast Iron Collar 0.14 Qntl 88.39 12.37(a+b) 590.18


say 678.70N.B.:

2.1.17

Cast Iron Capsa. Materials

80mm dia Cast Iron cap 0.07 Qntl 4127.24 288.91b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Cap 0.07 Qntl 88.39 6.19



N.B.:

2.1.18

Cast Iron Flanged Socketsa. Materials

80mm dia Cast Iron flanged socket 0.13 Qntl 4127.24 536.54b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron flanged socket 0.13 Qntl 88.39 11.49



N.B.:

2.1.19

Cast Iron Flanged Spigotsa. Materials

80mm dia Cast Iron flanged spigot 0.12 Qntl 4127.24 495.27b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron flanged spigot 0.12 Qntl 88.39 10.61



N.B.: For higher size of Flanged Spigots please refer Annexure-19

For higher size of Collars please refer Annexure-16

For higher size of Caps please refer Annexure-17

For higher size of Flanged Sockets please refer Annexure-18

Laying in trenches Cast Iron Caps conforming to IS:1538 - 1993 (Part-XV) of the following



Laying in trenches Cast Iron Flanged Sockets conforming to IS:1538 - 1993 (Part-VII) of the



Laying in trenches Cast Iron Flanged Spigots conforming to IS:1538 - 1993 (Part-VII) of the



1,50,00,000

8 0.514 𝑋 8 + 0.48

6


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.1.20

Cast Iron all Flanged Crossesa. Materials

80mm dia Cast Iron all Flanged Cross 0.27 Qntl 4127.24 1114.36b. Labour for laying Tees

Rate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron all Flanged Cross

0.27 Qntl 88.39 23.87(a+b) 1138.23


say 1309.00N.B.:

2.1.21

Cast Iron Double Flanged Tapersa. Materials

100mmx80mm Cast Iron Double Flanged Taper0.12 Qntl 4127.24 495.27

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Double Flanged Taper

0.12 Qntl 88.39 10.61(a+b) 505.88


say 581.80N.B.:

2.1.22

a. Materials80mm dia Cast Iron Double Socket Tee with flanged branch

0.22 Qntl 4127.24 907.99

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Double Socket Tee with flanged branch

0.22 Qntl 88.39 19.45(a+b) 927.44


say 1066.60N.B.:

2.1.23

a. Materials80mmx125mm Cast Iron Bell-mouth piece 0.07 Qntl 4127.24 288.91

For higher size of double Flanged Tapers please refer Annexure-21

Laying in trenches Cast Iron Double Socket Tee with flanged branch - (for Air Valves and

Hydrant Tees) conforming to IS:1538 - 1993 (Part-XII) of the following nominal diameter as per

specification complete. (Earth work in trenches, jointing of pipes, specials and fittings to be

measured and paid for separately)

Laying in trenches Cast Iron all Flanged Crosses conforming to IS:1538 - 1993 (Part-XX)-1976

of the following nominal diameter as per specification complete. (Earth work in trenches, jointing of


For higher size of all Flanged crosses please refer Annexure-20

Laying in trenches Cast Iron Bell-mouth piece conforming to IS:1538 - 1993 (Part-XVII) of the

following nominal diameter as per specification complete.

For higher size of double Socket Tees please refer Annexure-22

Laying in trenches Cast Iron Double Flanged Tapers conforming to IS:1538 - 1993 (Part-XXI)

of the following nominal diameter as per specification complete. (Earth work in trenches, jointing of


1,50,00,000

8 0.514 𝑋 8 + 0.48

7


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for laying TeesRate per each quintal vide item No.2.1.9 88.39For 1 No 80mm dia Cast Iron Bell-mouth piece 0.07 Qntl 88.39 6.19


Total (a+b+c) Rate per each 339.37say 339.40

N.B.:

2.1.24

[ i ] 80 mm diameterDetails for 10 joints

a. MaterialsWeight of lead required for 10 joints=1.80 kg per each joint=18 kg

18.00 Kg 150.00 2700.00Weight of spun yarn gasket for 10 joints=1.00kg

1.00 Kg 50.00 50.00Fire wood 0.19 Qntl 385.00 73.15Kerosene oil 0.38 Litre 30.00 11.40

b. Labour charges for jointingPlumber Fitter(S) 1 Each 190.00 190.00Helper to plumber or fitter 1 Each 170.00 170.00Male worker 2 Each 150.00 300.00


Total (a+b+c) 4018.73Rate per each joint is 4,018.73 ÷ 10 = 401.87

say 401.90

[ ii ] 100 mm diameterDetails for 10 joints

a. MaterialsWeight of lead required for 10 joints=2.20kg per each joint=22kg






say 479.50

Making lead caulked joint conforming to IS:3114-1994 with molten lead conforming to IS 782,

to Spun Iron or Cast Iron pipes and fittings of the following nominal diameter including testing of

the joints as per specification all complete.

For higher size of Bell Mouth Pieces please refer Annexure-23

1,50,00,000

8 0.514 𝑋 8 + 0.48

8


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 125 mm diameterDetails for 10 joints




b. Labour charges for jointingPlumber Fitter(S) 1.50 Each 190.00 285.00Helper to plumber or fitter 1.50 Each 170.00 255.00Male worker 3 Each 150.00 450.00



say 592.90

[ iv ] 150 mm diameterDetails for 10 joints







say 734.80

[ v ] 200 mm diameterDetails for 10 joints

a. MaterialsWeight of lead required for 10 joints=5kg per each joint=50kg






say 1059.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

9


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vi ] 250 mm diameterDetails for 10 joints







say 1294.80

[ vii ] 300 mm diameterDetails for 10 joints







say 1535.80

[ viii ] 350 mm diameterDetails for 10 joints

a. MaterialsWeight of lead required for 10 joints=8.40 kg per each joint=84kg






say 1758.20

1,50,00,000

8 0.514 𝑋 8 + 0.48

10


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ix ] 400 mm diameterDetails for 10 joints







say 2040.90

[ x ] 450 mm diameterDetails for 10 joints







say 2872.60

[ xi ] 500 mm diameterDetails for 10 joints




b. Labour charges for jointingPlumber Fitter(S) 4.75 Each 190.00 902.50Helper to plumber or fitter 4.75 Each 170.00 807.50Male worker 9.50 Each 150.00 1425.00



say 3071.40

1,50,00,000

8 0.514 𝑋 8 + 0.48

11


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xii ] 600 mm diameterDetails for 10 joints







say 3924.00

[ xii ] 700 mm diameterDetails for 10 joints







say 4563.60

[ xiv ] 750 mm diameterDetails for 10 joints

a. MaterialsWeight of lead required for 10 joints=25.00 kg per each joint=250kgs






say 5121.60

1,50,00,000

8 0.514 𝑋 8 + 0.48

12


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xv ] 800 mm diameterDetails for 10 joints







say 6281.80

[ xvi ] 900 mm diameterDetails for 10 joints







say 7044.30

[ xvii ] 1000 mm diameterDetails for 10 joints







say 8173.80

1,50,00,000

8 0.514 𝑋 8 + 0.48

13


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.1.25

[ i ] 80 mm diameterData for 10 joints

a. Materials to be usedRubber insertion 3 mm thick (IS:638-1979) (IS 638 : 1979) 10 nos 0.04 sqm per each(weight per square metre shall be not less than 112 g/mm thickness.)

10 Each 11.00 110.00Nuts & bolts 16mm x 60 mm long @ 0.2874 kg per each 40nos 11.50 kg

11.50 Kg 70.00 805.00b. Labour for jointing

Plumber Fitter(S) 0.15 Each 190.00 28.50Helper to plumber or fitter 0.15 Each 170.00 25.50Male worker 0.80 Each 150.00 120.00



say 125.20

[ ii ] 100 mm diameterData for 10 joints

a. Materials to be usedRubber insertion 3 mm thick (IS:638-1979) 10 nos 0.05 sqm per each

10 Each 14.00 140.00Nuts & bolts 16mm x60 mm long @ 0.2874 kg per each 80nos 23.00 kg





say 228.90

[ iii ] 125 mm diameterData for 10 joints







say 234.80

Providing flanged joints conforming to IS:3114-1994 to flanged Cast Iron pipes and fittings of

the following nominal diameters including testing of joints, cost of bolts and nuts and rubber

insertions as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

14


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] 150 mm diameterData for 10 joints


10 Each 17.00 170.00Nuts & bolts 20mm x x65 mm long @ 0.4643 kg per each 80nos 37.14 kg





say 349.90

[ v ] 200 mm diameterData for 10 joints







say 362.60

[ vi ] 250 mm diameterData for 10 joints







say 550.70

[ vii ] 300 mm diameterData for 10 joints



59.00 Kg 70.00 4130.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

15


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for jointingPlumber Fitter(S) 0.40 Each 190.00 76.00Helper to plumber or fitter 0.40 Each 170.00 68.00Male worker 1.30 Each 150.00 195.00



say 559.90

[ viii ] 350 mm diameterData for 10 joints







say 742.30

[ ix ] 400 mm diameterData for 10 joints







say 1073.50

[ x ] 450 mm diameterData for 10 joints





(a+b) 11601.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

16


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

c. Add Contractor's Profit & Overhead charges 15% 11601.00 1740.15Total (a+b+c) 13341.15Rate per each joint is 13,341.15 ÷ 10 = 1334.12

say 1334.10

[ xi ] 500 mm diameterData for 10 joints







say 1387.40

[ xii ] 600 mm diameterData for 10 joints




Plumber Fitter(S) 0.75 Each 190 142.50Helper to plumber or fitter 0.75 Each 170 127.50Male worker 2.00 Each 150 300.00



say 2407.00

2.1.26

[ i ] 80mm diameterDetails of cost for 10 joints

a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 80 mm dia

10 Each 20.00 200.00b. Labour charges

Plumber Fitter(S) =5/6 0.833 Each 190 158.33

Helper to plumber or fitter=2/3 0.667 Each 170 113.33

Male worker=5/3 1.667 Each 150 250.00


Total (a+b+c) 829.91Rate per each joint is 829.91 ÷ 10 = 82.99

say 83.00

Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or

Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing

of joints as per specification complete .

1,50,00,000

8 0.514 𝑋 8 + 0.48

17


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] 100mm diameterDetails of cost for 10 joints



Plumber Fitter(S) =5/6 0.833 Each 190 158.33

Helper to plumber or fitter=2/3 0.667 Each 170 113.33

Male worker=5/3 1.667 Each 150 250.00


Total (a+b+c) 898.91Rate per each joint is 898.91 ÷ 10 = 89.89

say 89.90

[ iii ] 150mm diameterDetails of cost for 10 joints



Plumber Fitter(S) = 4/3 1.33 Each 190.00 253.33

Helper to plumber or fitter=2/3 0.67 Each 170.00 113.33

Male worker=29/12 2.42 Each 150.00 362.50



say 125.30

[ iv ] 200mm diameterDetails of cost for 10 joints



Plumber Fitter(S)=4/3 1.33 Each 190.00 253.33

Helper to plumber or fitter=1 1.00 Each 170.00 170.00

Male worker=3 3.00 Each 150.00 450.00



say 171.70

[ v ] 250mm diameterDetails of cost for 10 joints





Male worker=3 3.00 Each 150.00 450.00

(a+b) 1603.33

1,50,00,000

8 0.514 𝑋 8 + 0.48

18


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 184.40

[ vi ] 300mm diameterDetails of cost for 10 joints





Male worker=10/3 3.33 Each 150.00 500.00



say 224.60

[ vii ] 350mm diameterDetails of cost for 10 joints





Male worker=9/2 4.50 Each 150.00 675.00



say 295.60

[ viii ] 400mm diameterDetails of cost for 10 joints





Male worker=9/2 4.50 Each 150.00 675.00



say 418.60

[ ix ] 450mm diameterDetails of cost for 10 joints


10 Each 260.00 2600.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

19


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour chargesPlumber Fitter(S)=2 2.00 Each 190.00 380.00


Male worker=5 5.00 Each 150.00 750.00



say 468.10

[ x ] 500mm diameterDetails of cost for 10 joints



Plumber Fitter(S)=2 2.00 Each 190.00 380.00


Male worker=5 5.00 Each 150.00 750.00



say 496.80

[ xi ] 600mm diameterDetails of cost for 10 joints




Helper to plumber or fitter=8/3 2.67 Each 170.00 453.33

Male worker=23/3 7.67 Each 150.00 1150.00



say 647.50

2.1.27

[ i ] 80mm diameterData for making and testing of 10 joints

a. Materials Sand = 0.007 cum 0.007 Cum 46.00 0.32Cement 0.10 Qntl 714.00 71.40Spun yarn 0.72 Kg 50.00 36.00

b. Labour chargesPlumber Fitter(S) = (1/4 + 3/4) = 1 no 1.00 Each 190.00 190.00Helper to plumber or fitter = (1 + 0) = 1 no 1.00 Each 170.00 170.00Male worker = (1 + 1) = 2 nos 2.00 Each 150.00 300.00

(a+b) 767.72

Providing cement joints conforming to IS:3114-1994 using cement mortar (1 cement : 1 coarse

sand) to Spun Iron or Cast Iron pipes and fittings of the following nominal diameter including

testing of the joints as per specification all complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

20


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

c. Add Contractor's Profit & Overhead charges 15% 767.72 115.16Total (a+b+c) 882.88Rate per each joint is 882.88 ÷ 10 = 88.29

say 88.30

[ ii ] 100mm diameterData for making and testing of 10 joints


b. Labour chargesPlumber Fitter(S) = (0.60 + 0.50) = 1.10 no 1.10 Each 190.00 209.00Helper to plumber or fitter = (1.16 + 0) = 1.16 no

1.16 Each 170.00 197.20Male worker = (1.16 + 1) = 2.16 nos 2.16 Each 150.00 324.00



say 101.80

[ iii ] 125mm diameterData for making and testing of 10 joints


b. Labour chargesPlumber Fitter(S) = (0.67 + 1) = 1.67 nos 1.67 Each 190.00 317.30Helper to plumber or fitter = (1.33 + 0) = 1.33 nos

1.33 Each 170.00 226.10Male worker = (1.33 + 1.75) = 3.08 nos 3.08 Each 150.00 462.00



say 136.00

[ iv ] 150mm diameterData for making and testing of 10 joints






say 154.60

1,50,00,000

8 0.514 𝑋 8 + 0.48

21


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ v ] 200mm diameterData for making and testing of 10 joints






say 210.90

[ vi ] 250mm diameterData for making and testing of 10 joints






say 240.70

[ vii ] 300mm diameterData for making and testing of 10 joints




(a+b) 2559.59

c. Add Contractor's Profit & Overhead charges 15% 2559.59 383.94

Total (a+b+c) 2943.53

Rate per each joint is 2,943.53 ÷ 10 = 294.35

say 294.40

[ viii ] 350mm diameter

Data for making and testing of 10 joints

a. Materials

Sand = 0.037 cum 0.037 Cum 46.00 1.70

Cement 0.529 Qntl 714.00 377.71

Spun yarn 4.03 Kg 50.00 201.50

1,50,00,000

8 0.514 𝑋 8 + 0.48

22


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour chargesPlumber Fitter(S) = (2.16 + 1)= 3.16 nos 3.16 Each 190.00 600.40Helper to plumber or fitter = (4.33 + 0)= 4.33 nos




say 339.20

[ ix ] 400mm diameterData for making and testing of 10 joints


b. Labour chargesPlumber Fitter(S) = (2.83 + 1)= 3.83 nos 3.83 Each 190.00 727.70Helper to plumber or fitter = (5.67 + 0)= 5.67 nos

5.67 Each 170.00 963.90Male worker = (5.67 + 2.50)= 8.17 nos 8.17 Each 150.00 1225.50



say 416.30

[ x ] 450mm diameterData for making and testing of 10 joints


b. Labour chargesPlumber Fitter(S) = (3.16 + 1.50)=4.66 nos 4.66 Each 190.00 885.40Helper to plumber or fitter = (6.33 + 0)=6.33 nos

6.33 Each 170.00 1076.10Male worker = (6.33 + 3.00)=933 nos 9.33 Each 150.00 1399.50



say 489.10

[ xi ] 500mm diameterData for making and testing of 10 joints


b. Labour chargesPlumber Fitter(S) = (3.50 + 1.50=5.00 nos) 5.00 Each 190.00 950.00Helper to plumber or fitter = (7.00 + 0)-7.00 nos

7.00 Each 170.00 1190.00Male worker = (7.00 + 3.00)=10.00 nos 10.00 Each 150.00 1500.00

(a+b) 4621.67

1,50,00,000

8 0.514 𝑋 8 + 0.48

23


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 531.50

[ xii ] 600mm diameterData for making and testing of 10 joints


b. Labour chargesPlumber Fitter(S) = (4.16 + 2.00)=6.16 nos 6.16 Each 190.00 1170.40Helper to plumber or fitter = (8.33 + 0)=8.33 nos

8.33 Each 170.00 1416.10Male worker = (8.33 + 5.00)=13.33 nos 13.33 Each 150.00 1999.50



say 672.40

2.1.28

[ i ] 100mm dia C.I mechanical joint socketDetails of cost for 10 joints

a. Materials C.I mechanical joint socket 10 Each 2113.18 21131.80Rubber insertion 3mm thick x 10 nos(0.05sqm each)

10 Each 14.00 140.0016mmx60mm long nut and bolt @0.2874kg per each=80nos(23.00kg)

23.00 Kg 70.00 1610.00b. Labour charges

Weight of MJ socket 1.90 Qntl 88.39 167.94Providing flanged joints 10.00 Each 24.00 240.00



say 2678.30

[ ii ] 150mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 4429.50

Providing, fixing of CI mechanical joint socket conforming to IS:13382/92 to flanged ends of

Cast Iron Pipes or Ductile Iron Pipes including testing of joints as per specification complete .

1,50,00,000

8 0.514 𝑋 8 + 0.48

24


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 200mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 5801.80

[ iv ] 250mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 7738.80

[ v ] 300mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 10401.40

1,50,00,000

8 0.514 𝑋 8 + 0.48

25


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vi ] 350mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 14572.10

[ vii ] 400mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 17958.80

[ viii ] 450mm dia C.I mechanical joint socketDetails of cost for 10 joints







say 21280.70

[ ix ] 500mm dia C.I mechanical joint socketDetails of cost for 10 joints


10 Each 106.00 1060.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

26


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

24mmx90mm long nut and bolt @0.7502kg per each=200nos(150.00kg)150.00 Kg 70.00 10500.00

b. Labour chargesWeight of MJ socket 16.10 Qntl 88.39 1423.08Providing flanged joints 10.00 Each 50.40 504.00



say 25470.20

[ x ] 600mm dia C.I mechanical joint socketDetails of cost for 10 joints


10 Each 118.00 1180.0027mmx100mm long nut and bolt @ 1.37 kg per each=200nos(274.00kg)





say 36641.90

2.1.29

[ i ] 100mm dia C.I mechanical joint collarDetails of cost for 10 joints

a. Materials C.I mechanical joint collar 10 Each 2681.80 26818.00

b. Labour chargesWeight of MJ collar 2.40 Qntl 88.39 212.14



say 3108.50

[ ii ] 150mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 5180.00

Providing & fixing of CI mechanical joint collar conforming to IS:13382/92 to

flanged ends of Cast Iron Pipes or Ductile Iron Pipes including testing of joints as

per specification complete .

1,50,00,000

8 0.514 𝑋 8 + 0.48

27


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 200mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 6992.20

[ iv ] 250mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 9324.20

[ v ] 300mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 13049.40

[ vi ] 350mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 18486.00

[ vii ] 400mm dia C.I mechanical joint collarDetails of cost for 10 joints



(a+b) 193657.57

1,50,00,000

8 0.514 𝑋 8 + 0.48

28


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 22270.60

[ viii ] 450mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 27224.90

[ ix ] 500mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 33145.40

[ x ] 600mm dia C.I mechanical joint collarDetails of cost for 10 joints





say 46060.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

29


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.2 MILD STEEL PIPES

2.2.1

88.9 mm outside dia

a. Materials

88.9 mm OD MS ERW pipe 6.30 mm thick 1.00 Mtr 512.00 512.00



For 1m of 88.90mm OD MS ERW pipe 6.30 mm thick

12.80 100kg 50.72 6.49

(a + b) 518.49


Total (a+b+c) Total 596.26

say 596.30

Sl No.Outside

dia in

mm

Thickness

in mm

Weight in

kg/Mtr

Rate per

MtrAmount

1 88.9 2.9 6.15 246.00 286.503.2 6.76 270.40 314.904.0 8.38 335.20 390.405.0 10.30 412.00 479.805.4 11.10 444.00 517.105.6 11.50 460.00 535.706.3 12.80 512.00 596.308.0 16.00 640.00 745.30

2 101.6 3.6 8.70 348.00 405.304.0 9.63 385.20 448.605.0 11.90 476.00 554.30

3 114.3 3.2 8.77 350.80 408.503.6 9.83 393.20 457.904.5 12.20 488.00 568.305.4 14.50 580.00 675.506.3 16.80 672.00 782.608.0 21.00 840.00 978.208.8 22.90 916.00 1066.80

4 127 4.5 13.60 544.00 633.505.0 15.00 600.00 698.705.4 16.20 648.00 754.60

5 139.7 3.6 12.10 484.00 563.704.0 13.40 536.00 624.204.5 15.00 600.00 698.705.0 16.60 664.00 773.305.4 17.90 716.00 833.806.3 20.70 828.00 964.308.0 26.00 1040.00 1211.2010.0 32.00 1280.00 1490.70

6 152.4 4.5 16.40 656.00 764.005.0 18.20 728.00 847.805.4 19.60 784.00 913.00

7 165.1 4.5 17.80 712.00 829.205.0 19.70 788.00 917.705.4 21.20 848.00 987.606.3 24.80 992.00 1155.30

Laying in trenches MS pipes of all Classes conforming to IS:3589 - 2001 & IS:3601 - 2006 of the

following outside diameter as per specification complete. (Earthwork in trenches, jointing of pipes,

specials and fittings to be measured separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

30


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

8 168.3 2.6 10.60 424.00 493.803.2 12.00 480.00 559.004.0 18.20 728.00 847.804.5 18.20 728.00 847.806.3 25.20 1008.00 1173.907.1 28.20 1128.00 1313.608.0 31.60 1264.00 1472.00

9 219.1 2.6 13.90 556.00 647.503.6 19.10 764.00 889.704.5 23.80 952.00 1108.706.3 33.10 1324.00 1541.90

10 273 3.6 23.90 956.00 1113.304.0 26.50 1060.00 1234.505.0 33.00 1320.00 1537.206.3 41.10 1644.00 1914.60

11 323.9 4.0 31.80 1272.00 1481.304.5 35.40 1416.00 1649.005.6 44.00 1760.00 2049.707.1 55.50 2220.00 2585.40

12 355.6 4.0 34.70 1388.00 1616.405.0 43.20 1728.00 2012.405.6 48.30 1932.00 2250.008.0 68.60 2744.00 3195.60

13 406.4 4.0 39.70 1588.00 1849.405.0 49.50 1980.00 2305.906.3 62.20 2488.00 2897.508.8 86.30 3452.00 4020.10

14 457 4.0 44.70 1788.00 2082.305.0 55.70 2228.00 2594.706.3 70.00 2800.00 3260.8010.0 110.00 4400.00 5124.20

15 508 5.0 62.00 2480.00 2888.205.6 69.40 2776.00 3232.906.3 77.90 3116.00 3628.8011.0 135.00 5400.00 6288.70

16 610 5.8 83.50 3340.00 3889.706.3 93.80 3752.00 4369.5012.5 184.00 7360.00 8571.30

17 711 6.3 109.00 4360.00 5077.607.1 123.00 4920.00 5729.7014.2 244.00 9760.00 11366.30

18 813 7.1 141.00 5781.00 6730.40

8.0 159.00 6519.00 7589.60

18.0 314.00 12874.00 14988.20

19 914 8.0 179.00 7339.00 8544.30

8.8 196.00 8036.00 9355.70

10.0 223.00 9143.00 10644.50

17.5 387.00 15867.00 18472.80

20 1016 8.8 219.00 8979.00 10453.60

10.0 248.00 10168.00 11837.90

20.0 491.00 20131.00 23437.00

21 1067 8.8 230.00 9430.00 10978.70

10.0 251.00 10291.00 11981.10

11.0 286.00 11726.00 13651.70

22 1118 8.8 241.00 9881.00 11503.70

10.0 273.00 11193.00 13031.20

11.0 300.00 12300.00 14320.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

31


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

23 1219 10.0 298.00 12218.00 14224.50

11.0 328.00 13448.00 15656.50

12.5 372.00 15252.00 17756.80

24 1422 12.5 435.00 17835.00 20764.00

14.2 493.00 20213.00 23532.50

25 1626 14.2 564.00 23124.00 26921.60

16.0 635.00 26035.00 30310.60

26 1829 14.2 634.00 25994.00 30262.90

16.0 715.00 29315.00 34129.30

17.5 782.00 32062.00 37327.40

27 2032 16.0 795.00 32595.00 37948.00

17.5 869.00 35629.00 41480.20

20.0 992.00 40672.00 47351.40

28 2235 17.5 957.00 39237.00 45680.70

20.0 1093.00 44813.00 52172.50

22.2 1211.00 49651.00 57805.00

29 2540 20.0 1243.00 50963.00 59332.50

22.2 1379.00 56539.00 65824.20

25.0 1551.00 63591.00 74034.30

2.2.2Data for 1.0m

a. Material:Oxygen 4.28 kg 5.35 22.90Acetylene gas 2.14 kg 55.55 118.88

b. Labour:Fitter (special) 0.10 Each 205.00 20.50Welder(special) 0.16 Each 205.00 32.80Helper to gas cutter 0.32 Each 170.00 54.40Semi skilled mullia 0.48 Each 170.00 81.60

(a + b) 331.08c. Add Contractor's Profit & Overhead charges 15% 331.08 49.66

Total (a+b+c) Rate per 1.0m. 380.74say 380.70

2.2.3Data for 1.0m


b. Labour:Fitter (special) 0.16 Each 205.00 32.80Welder(special) 0.32 Each 205.00 65.60Helper to gas cutter 0.32 Each 170.00 54.40Semi skilled mullia 0.48 Each 170.00 81.60



2.2.4Data for 1.0m


Flame cutting and facing of MS plate from 8mm to 10mm thick as per specification complete

Flame cutting and facing of MS plate from 12mm to 25mm thick as per specification complete

Flame cutting and facing of MS plate up to 8mm thick as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

32


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour:Fitter (specials) 0.16 Each 205.00 32.80Welder(special) 0.40 Each 205.00 82.00Helper to gas cutter 0.32 Each 170.00 54.40semi skilled mullia 0.48 Each 170.00 81.60



2.2.5

Data for 1.0 m long weld length

a. MachineriesHire charges for 33 KVA generator set 1.50 Hour 240.00 360.001.0 m welding = 80 minutes Idle = 10 minutes

90 minutes = 1 hr 30 minWelding transformer 1.50 Hour 81.00 121.50

b. MaterialsElectrode No-10 (3.15mm dia x 350mm long) for Butt weld of 1.0m long = 26pcs (Details at 'P')0.325 Pkt @ 80pc per pkt (overchord-s) 0.325 Pkt 420.00 136.50

c. Labour: 1st class welder 0.25 Each 205.00 51.25Fitter 0.25 Each 205.00 51.25Semi skilled mullia 0.40 Each 170.00 68.00

(a+b+c) 788.50d. Add Contractor's Profit & Overhead charges 15% 788.50 118.28

Total (a+b+c+d) Rate per 1.0m. 906.78say 906.80

2.2.6

Data for 1.0 m long weld length

a. MachineriesHire charges for 33 KVA generator set 1.50 Hour 240.00 360.001.0 m welding = 80 minutes Idle = 10 minutes

90 minutes = 1 hr 30 minWelding transformer 1.50 Hour 81.00 121.50

b. Materials

0.6 Pkt @ 80pc per pkt (overchord-s) 0.60 Pkt 420.00 252.00

c. Labour: 1st class welder 0.25 Each 205.00 51.25Fitter 0.25 Each 205.00 51.25Semi skilled mullia 0.40 Each 170.00 68.00


Total (a+b+c+d) Rate per 1.0m. 1039.60say 1039.60

Providing joints by welding with two welding beads/pass, conforming to IS:816-1998

(Single 60° Butt weld) to MS pipes and fittings at site by using welding generator including testing

of joints, as per specification complete

Electrode No-10 (3.15mm dia x 350mm long)

for Fillet weld of 1.0m long = 48pcs (Details at

'Q')

Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 (Fillet

weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per

specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

33


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.2.7

Data for 1.0m

a. Energy Charges (Details at 'R') 518.92b. Materials


c. Labour:1st class welder 0.20 Each 205.00 41.00Fitter 0.20 Each 205.00 41.00Semi skilled mullia 0.30 Each 170.00 51.00 (a+b+c) 788.42Add Contractor's Profit & Overhead charges 15% 788.42 118.26Total (a+b+c+d) Rate per 1.0m. 906.68

say 906.70

2.2.8

Data for 1.0m

a. Energy Charges (Details at 'R') 518.92b. Materials


c. Labour:1st class welder 0.20 Each 205.00 41.00Fitter 0.20 Each 205.00 41.00Semi skilled mullia 0.30 Each 170.00 51.00

(a+b+c) 903.92Add Contractor's Profit & Overhead charges 15% 903.92 135.59Total (a+b+c+d) Rate per 1.0m. 1039.51

say 1039.50

P. For Single 60° butt weld,considering 5/16 inch (7.94mm) thick pipe/plate Electrode ConsumptionUsing electrode of size No. 10 x 350 mm long =3.15 mm dia x 350 mm longWeight of welds/ foot run (for 5/16 inch =7.94mm thick) =(Vide Table-213) 0.255 lb/ftof 3.15 x 350mm size 0.116 kg/ft

0.381 kg/mDeposit of weld by 3.15 mm dia x 350 mm long electrode =(Vide Table-212)

17.00 gm/pcOr 17 gm of weld is deposited from the rod of 1.00 pcso, 381 gm will be deposited from = 1/17 x381 = 22.41 pcTake 40 - 50 mm long stub end as wastage on every pc of 350mm long electrode.So, wastage (taking average 45mm length)= 45/350 12.86 %Therefore, 22.41 pcs will require(100-12.86=87.14%)

22.41/87.14%= 25.72 pcssay 26.00 pcs

26 pcsFor 1.0m long single 60° Butt weld

Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 (Fillet

weld) to MS pipes and fittings at Workshop by using welding generator including testing of joints,

as per specification complete


for Fillet weld of 1.0m long = 48pcs (Details at

'Q')


for Butt weld of 1.0m long = 26pcs (Details at

'P')

Providing joints by welding with two welding beads/pass, conforming to IS:816-1998

(Single 60° Butt weld) to MS pipes and fittings at Workshop by using welding generator including

testing of joints, as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

34


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Q. For Fillet weld, having fillet-leg length of 1/2 inch (12mm)Electrode ConsumptionUsing electrode of size No. 10 x 350 mm long =3.15 mm dia x 350 mm longWeight of welds/ foot run for 1/2 inch (12mm)(Vide Table-211) 0.474 lb/ftof 3.15 x 350mm size 0.215 kg/ft

0.705 kg/mDeposit of weld by 3.15 mm dia x 350 mm long electrode =(Vide Table-212)

17.00 gm/pcOr 17 gm of weld is deposited from the rod of 1.00 pcSo, 705 gm will be deposited from = 1/17 x705 = 41.47 pcTake 40 - 50 mm long stub end as wastage on every pc of 350mm long electrode.So, wastage (taking average 45mm length)= 45/350 12.86 %Therefore 41.47 pcs use will require(100-12.86=87.14%)

41.47/87.14%= 47.59 pcssay 48.00 pcs

For 1.0m long Fillet weld (12mm long fillet-leg) will require electrode of size 3.15mm x 350mm=

48 pcs

R. POWER CONSUMPTION AT WORKSHOP DURING WELDING on M.S WorkWelding timeFor 1.0m (100 cm) welding average time reqd = 80 minutes or 1hr 20 minFor 1.0 inch (2.54 cm) welding average time reqd = 2.00 minutesPower Consumption = V x A x T x 1 xCost per Unit

1000 60 eV = Arc voltage for the electrode used 400 - 440V = 400 VA = Current Ampere 100 AT = Time in minutes during which Arc is held 80 Minutese = Overall Efficiency 55.5% 0.555

Amperage = For 3.5 mm Electrode 100 - 140 A100 AFor 4.0 mm Electrode 140 - 190 A

Cost per Unit CESU Tarriff 5.30MMFC + Meter rent 0.10

Rs 5.40 Rs.5.40 per unit400 x 100 x 80 x 1 x 5.40

1000 60 0.555

per metre length of welding = 518.92

1,50,00,000

8 0.514 𝑋 8 + 0.48

35


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.3 UNPLASTICISED PVC PIPES & SPECIALS

2.3.1

[ i ] 75mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes

a. Materials75mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Mtr 87.11 871.10

b. Labour for layingPlumber Fitter(S) 0.12 Each 190.00 22.80Male worker 0.24 Each 150.00 36.00

c. Labour for jointing and testingPlumber Fitter(S) 0.22 Each 190.00 41.80Helper to plumber or fitter 0.83 Each 170.00 141.10Male worker (unskilled) 0.12 Each 150.00 18.00

d. Jointing materialsCost of solvent cement=30 gms or 0.03kg 0.03 Kg 171.00 5.13

(a+b+c+d) 1135.93e. Add Contractor's Profit & Overhead charges 15.00% 1135.93 170.39

Total (a+b+c+d+e) 1306.32Rate per metre is 1,306.32 ÷ 10 = 130.63

say 130.60

[ ii ] 90mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised pvc pipes





(a+b+c+d) 1568.34e. Add Contractor's Profit & Overhead charges 15.00% 1568.34 235.25


say 180.40

[ iii ] 110mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes




Laying in trenches unplasticised PVC pipes conforming to IS:4985-2000 and specials of the

following outside diameter for all classes including jointing with supply of approved solvent cement

by non-heat application method including testing as per specification complete. (Earth work in

trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

36


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


(a+b+c+d) 2204.28e. Add Contractor's Profit & Overhead charges 15% 2204.28 330.64


say 253.50

[ iv ] 125mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised pvc pipes







say 325.70

[ v ] 140mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 397.40

[ vi ] 160mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes




1,50,00,000

8 0.514 𝑋 8 + 0.48

37


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




say 504.10

[ vii ] 200mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised pvc pipes







say 783.60

[ viii ] 225mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes






9703.08Rate per metre is 9,703.08 ÷ 10 = 970.31Total (a+b+c+d+e) say 970.30

[ ix ] 250mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes




1,50,00,000

8 0.514 𝑋 8 + 0.48

38


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




say 1195.60

[ x ] 280mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 1481.30

[ xi ] 315mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 1855.40

2.3.2

[ i ] 75mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes



Laying in trenches unplasticised PVC pipes IS:4985-2000 and specials of the following outside

diameter for all classes including jointing with supply of approved solvent cement by heat

application method including testing as per specification complete. (Earth work in trenches to be


1,50,00,000

8 0.514 𝑋 8 + 0.48

39


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





say 142.30

[ ii ] 90mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised pvc pipes







say 194.60

[ iii ] 110mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 271.80

[ iv ] 125mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised pvc pipes



1,50,00,000

8 0.514 𝑋 8 + 0.48

40


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





say 346.00

[ v ] 140mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 419.70

[ vi ] 160mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 530.10

[ vii ] 200mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised pvc pipes



1,50,00,000

8 0.514 𝑋 8 + 0.48

41


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





say 819.70

[ viii ] 225mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 1010.30

[ ix ] 250mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 1243.20

[ x ] 280mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes



1,50,00,000

8 0.514 𝑋 8 + 0.48

42


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





say 1535.90

[ xi ] 315mm dia rigid UPVC pipe Class-3 (0.60 mpa)Data for 10 metres of unplasticised PVC pipes







say 1912.60

2.3.3[a]

80mm to 315mm diameterDetails for 1 piece of rubber'O' ring

a. Labour chargesPlumber/ Fitter(S) 0.25 Each 190.00 47.50Helper to plumber or fitter 0.50 Each 170.00 85.00

Total 132.50b. Add Contractor's Profit & Overhead charges 15% 132.50 19.88

Total (a+b) Cost for each 152.38say 152.40

2.3.3[b]

Rate of fixing is same as per item No 2.3.3 [a] pvc fabricated saddle piecesRate per each 152.40

2.3.4

[ i ] Range 75mm to 90mmData for 10 joints

Fixing metal or pvc fabricated saddle pieces conforming to IS:10299-1982 using suitable

rubber 'O' rings, bolts and nuts etc to pvc pipes of outside diameter 80mm to 315mm as per

specification complete. (Excluding cost of materials)

Fixing half-round moulded unplasticised PVC sections in two halves by means of solvent

cement as per specification complete. (Excluding cost of materials)

Providing flanged joints (Full-faced Flanges) conforming to IS:3114-1994 for jointing pvc

pipes and other conventional pipes and fittings of the following nominal diameters including testing

of joints, cost of bolts and nuts and rubber insertion as per specification complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

43


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

a. Materials to be usedRubber insertion 3mm thick x 10 nos (0.04 sqm each)

10 Each 11.00 110.0016mm x 60mm long nut and bolt @ 0.2874kg per each=40nos (11.50kg)


Plumber Fitter(S) 0.15 Each 190.00 28.50Helper to plumber or fitter 0.15 Each 170.00 25.50Male worker(unskilled) 0.80 Each 150.00 120.00



say 125.20

[ ii ] 100mm diameter Data for 10 joints

a. Materials to be usedRubber insertion 3mm thick x 10 nos(0.05sqm each)






say 228.90








say 234.80



10 Each 17.00 170.00Nuts & bolts 20mm xx65 mm long @ 0.4643 kg per each 80nos 37.14 kg

37.14 Kg 70.00 2599.80

1,50,00,000

8 0.514 𝑋 8 + 0.48

44


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for jointing

Plumber Fitter(S) 0.30 Each 190.00 57.00

Helper to plumber or fitter 0.30 Each 170.00 51.00

Male worker 1.10 Each 150.00 165.00

(a+b) 3042.80


Total (a+b+c) 3499.22


say 349.90







Total (a+b+c) 3625.95


say 362.60

[ vi ] 250 mm diameter

Data for 10 joints

a. Materials to be used

Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.156 sqm per each

10 Each 32.00 320.00

Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 58.70 kg

58.70 Kg 70.00 4109.00

b. Labour for jointing




(a+b) 4768.00


Total (a+b+c) 5483.20


say 548.30

[ vii ] 300 mm diameter

Data for 10 joints

a. Materials to be used

Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.20 sqm per each



Plumber Fitter(S) 0.40 Each 190.00 76.00Helper to plumber or fitter 0.40 Each 170.00 68.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

45


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Male worker 1.30 Each 150.00 195.00(a+b) 4848.00


say 557.50

2.3.5

[ i ] 75mm diameterData for 10 joints

a. Materials to be usedRubber insertion 3mm thick x 10 nos(0.04 sqm each)






say 125.20

[ ii ] 90mm diameterData for 10 joints

a. Materials to be usedRubber insertion 3mm thick x 10 nos(0.04sqm each)






say 125.20






(a+b) 1989.30

Providing flanged joints (stub flanges) conforming to IS:3114-1994 for jointing pvc pipes and

other fittings of the following nominal diameter including testing of joints, cost of bolts and nuts

and rubber insertion as per specification complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

46


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 228.80








say 235.00








say 235.00

[ vi ] 160 mm diameterData for 10 joints







say 349.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

47


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vii ] 180 mm diameterData for 10 joints







say 349.90

[ viii ] 200 mm diameterData for 10 joints







say 362.60

[ ix ] 225 mm diameterData for 10 joints







say 362.60

[ x ] 250 mm diameterData for 10 joints



58.70 Kg 70.00 4109.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

48


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for jointingPlumber Fitter(S) 0.40 Each 190.00 76.00Helper to plumber or fitter 0.40 Each 170.00 68.00Male worker 1.30 Each 150.00 195.00



say 548.30

[ xi ] 280 mm diameterData for 10 joints







say 548.30

[ xii ] 315 mm diameterData for 10 joints







say 557.50

1,50,00,000

8 0.514 𝑋 8 + 0.48

49


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.4 POLYETHYLENE (PE) PIPES AND SPECIALS

2.4.1

[ i ] 75mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes

a. Materials75mm dia High Density Polyethylene Pipes PN 6.0

10.00 Mtr 126.97 1269.70b. Labour for laying

Plumber Fitter(S) 0.12 Each 190.00 22.80Male worker (unskilled) 0.24 Each 150.00 36.00Labour for jointing and testingPlumber Fitter(S) 0.33 Each 190.00 62.70Helper to plumber or fitter 1.25 Each 170.00 212.50Male worker (unskilled) 0.18 Each 150.00 27.00

Total 1630.70c. Add Contractor's Profit & Overhead charges 15% 1630.70 244.61

Total (a+b+c) 1875.31Rate per metre is 1,875.31 ÷ 10 = 187.53

say 187.50

[ ii ] 90mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 259.50

[ iii ] 110mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes




(a+b) 3257.30

Laying in trenches High Density Polyethylene Pipes conforming to IS 4984 - 1995 and Specials of

following outside diameter and Class-1 to Class-3 and jointing by Fusion welding method including

testing as per specification complete. (Earth work in trenches to be measured and paid for

separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

50


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

c. Add Contractor's Profit & Overhead charges 15% 3257.30 488.60Total (a+b+c) 3745.90Rate per metre is 3,745.90 ÷ 10 = 374.59

say 374.60

[ iv ] 125mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 471.30

[ v ] 140mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 580.50

[ vi ] 160mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 744.50

1,50,00,000

8 0.514 𝑋 8 + 0.48

51


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vii ] 200mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 1145.10

[ viii ] 225mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 1424.70

[ ix ] 250mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 1749.40

1,50,00,000

8 0.514 𝑋 8 + 0.48

52


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ x ] 280mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 2173.00

[ xi ] 315mm dia High Density Polyethylene Pipes PN 6.0Data for 10 metres of High Density Polyethylene Pipes






say 2740.20

[ xii ] 355mm diaData for 10 metres of High Density Polyethylene pipes






say 3551.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

53


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xiii ] 400mm diaData for 10 metres of High Density Polyethylene pipes






say 4594.30

[ xiv ] 450 mm diaData for 10 metres of High Density Polyethylene pipes






say 5767.20

[ xv ] 500mm diaData for 10 metres of High Density Polyethylene pipes






say 7083.70

1,50,00,000

8 0.514 𝑋 8 + 0.48

54


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xvi ] 560mm diaData for 10 metres of High Density Polyethylene pipes






say 8908.80

[ xvii ] 630mm diaData for 10 metres of High Density Polyethylene pipes






say 11135.10

2.4.2

[ i ] 75mm dia High Density Polyethylene Pipes PN 8.0

Data for 10 metres of High Density Polyethylene Pipes a. Materials

75mm dia High Density Polyethylene Pipes PN 8.010.00 Mtr 160.14 1601.40


c. Labour for jointing and testingPlumber Fitter(S) 0.825 Each 190.00 156.75Helper to plumber or fitter 3.125 Each 170.00 531.25Male worker 0.45 Each 150.00 67.50


Total (a+b+c+d) 2879.49Rate per metre is 2,879.49 ÷ 10 = 287.95

say 288.00

Laying in trenches High Density Polyethylene Pipes conforming to IS 4984 - 1995 and specials of

following outside diameter and Class-4 to Class-5 and jointing by Fusion welding method including

testing as per specification complete. (Earth work in trenches to be measured and paid for

separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

55


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] 90mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes



Plumber Fitter(S) 0.35 Each 190.00 66.50Male worker 0.70 Each 150.00 105.00




say 390.70

[ iii ] 110mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 557.80

[ iv ] 125mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 692.20

1,50,00,000

8 0.514 𝑋 8 + 0.48

56


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ v ] 140mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 829.30

[ vi ] 160mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 1073.90

[ vii ] 200mm dia High Density Polyethylene Pipes PN 8.0

Data for 10 metres of High Density Polyethylene Pipes

a. Materials

200mm dia High Density Polyethylene Pipes PN 8.0

10.00 Mtr 1137.78 11377.80




c. Labour for jointing and testing




(a+b+c) 14121.80

d. Add Contractor's Profit & Overhead charges 15% 14121.80 2118.27

Total (a+b+c+d) 16240.07

Rate per metre is 16,240.07 ÷ 10 = 1624.01say 1624.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

57


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ viii ] 225mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 1917.50

[ ix ] 250mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 2491.40

[ x ] 280mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 3004.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

58


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xi ] 315mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene Pipes







say 3720.80

[ xii ] 355mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene pipes







say 4736.60

[ xiii ] 400mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene pipes







say 6110.50

1,50,00,000

8 0.514 𝑋 8 + 0.48

59


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xiv ] 450 mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene pipes







say 6711.40

[ xv ] 500mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene pipes







say 9174.90

[ xvi ] 560mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene pipes







say 11642.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

60


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xvii ] 630mm dia High Density Polyethylene Pipes PN 8.0Data for 10 metres of High Density Polyethylene pipes







say 14548.60

1,50,00,000

8 0.514 𝑋 8 + 0.48

61


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.5 ASBESTOS CEMENT PRESSURE PIPES AND SPECIALS

2.5.1

80mm diaDetails for 10.00 metre

a. Materials80mm dia A.C pressure pipes, Class-5 10.00 Mtr 252.00 2520.00

b. Labour required for laying514 Kg = 5.14 QtlPlumber (Fitter) 2nd class 0.17 Each 190.00 32.30Helper to plumber or fitter (unskilled) 0.17 Each 150.00 25.50Male worker 1.33 Each 150.00 199.50

257.30For 100 Kgs = 257.30 ÷ 5.14 = 50.06Weight of 80mm AC pipe @ 6.225 kg per mtrFor 10 mtrs weight = 62.25 kgLabour for 10 mtrs @ 50.06 per Qntl 31.16


Total (a+b+c) 2933.83Labour per metre is 2,933.83 ÷ 10 = 293.38

say 293.40

Weight in

Kg

Rate per

MtrAmount

1 80 6.225 252.00 293.402 100 7.800 316.00 367.903 125 9.800 397.00 462.204 150 12.500 507.00 590.205 200 16.975 691.00 804.406 250 20.975 863.00 1004.507 300 27.025 1095.00 1274.80

Weight in

Qntl.

Rate per

Mtr

Amount

1 80 6.225 252.00 293.402 100 7.800 316.00 367.903 125 9.800 397.00 462.204 150 12.500 507.00 590.205 200 19.100 778.00 905.706 250 24.400 1004.00 1168.607 300 32.200 1305.00 1519.30

Asbestos cement pressure pipes per 1.00 m

Sl No.Dia in

mm

Class-5

Class-10

Laying in trenches Asbestos cement pressure pipes conforming to IS:1592-2003, Class-5,

10 & 15 of the folowing nominal diameter as per specification complete. (Earth work in trenches

and jointing of pipes, specials and fittings to be measured and paid for separately)

Sl No.Dia in

mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

62


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Qntl.

Rate per

Mtr

Amount

1 80 6.225 252.00 293.402 100 8.175 331.00 385.403 125 10.725 434.00 505.304 150 15.175 615.00 716.005 200 25.300 1030.00 1199.106 250 32.000 1317.00 1533.007 300 44.925 1821.00 2120.00

2.5.2

I. Class - 580mm nominal diameter

i. Laying of 90° benda. Materials

80mm dia Cast Iron specials such as Bends, Tees etc1.00 Qntl 4127.24 4127.24

b. Labour for laying Tees

Plumber (Fitter) 2nd class 0.93 Each 190.00 176.70Helper to plumber or fitter 0.62 Each 170.00 105.40Male worker (unskilled) 2.48 Each 150.00 372.00

654.10Rate per each quintal is 654.10 ÷ 7.40 = 88.39

(a + b) 4215.63c. Add Contractor's Profit & Overhead charges 15.00% 4215.63 632.34

Total (a+b+c) 4847.97say 4848.00

Weight of 90° bend = 7.20 kg 7.20 100 kg 4848.00 349.06Rate per each 349.10

Plain ended Cast Iron bends for Asbestos Cement Pressure pipes

Weight in

Quintal

Rate per

Each

Amount

1 80 0.072 297.16 349.102 100 0.100 406.09 477.203 125 0.140 553.14 650.304 150 0.190 731.38 860.405 200 0.305 1172.21 1379.00

Weight in

Quintal

Rate per

Each

Amount

1 80 0.073 301.29 353.902 100 0.098 397.97 467.603 125 0.134 529.43 622.504 150 0.175 673.64 792.505 200 0.266 1022.32 1202.70

For average take details for 10 numbers Tees of 200mm x 150mm size Weight of

Tees = 74 kg x 10 = 740 kgs or 7.40 quintals

Dia in

mm

Class-5 (90° bend)

Sl No.Dia in

mm

Sl No.

Class-5 (45° bend)

Class-15Sl No.

Laying in trenches plain ended Cast Iron bends for Asbestos Cement Pressure pipes, of

the following classess and nominal diameter as per specification complete.

Dia in

mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

63


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Quintal

Rate per

Each

Amount

1 80 0.053 218.74 251.602 100 0.070 284.26 326.903 125 0.096 379.29 436.204 150 0.123 473.47 544.505 200 0.180 691.80 795.60


Weight in

Quintal

Rate per

Each

Amount

1 80 0.072 297.16 349.102 100 0.100 406.09 477.203 125 0.140 553.14 650.304 150 0.190 731.38 860.405 200 0.324 1245.23 1464.90

Weight in

Quintal

Rate per

Each

Amount

1 80 0.073 301.29 346.502 100 0.098 397.97 457.703 125 0.134 529.43 608.804 150 0.175 673.64 774.705 200 0.285 1095.34 1259.60

Weight in

Quintal

Rate per

Each

Amount

1 80 0.053 218.74 251.602 100 0.070 284.26 326.903 125 0.096 379.29 436.204 150 0.123 473.47 544.505 200 0.200 768.66 884.00


Weight in

Quintal

Rate per

Each

Amount

1 80 0.072 297.16 349.102 100 0.102 414.21 486.703 125 0.148 584.74 687.504 150 0.200 769.88 905.705 200 0.353 1356.69 1596.10

Weight in

Quintal

Rate per

Each

Amount

1 80 0.073 301.29 346.502 100 0.098 397.97 457.703 125 0.140 553.14 636.104 150 0.186 715.98 823.405 200 0.314 1206.80 1387.80

Class-10 (90° bend)

Class-10 (45° bend)Sl No.

Dia in

mm

Sl No.Dia in

mm

Dia in

mm

Sl No.

Sl No.

Class-5 (22.50° bend)




Dia in

mm

Sl No.

Dia in

mm

Sl No.Dia in

mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

64


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Quintal

Rate per

Each

Amount

1 80 0.053 218.74 251.602 100 0.070 284.26 326.903 125 0.102 403.00 463.504 150 0.135 519.67 597.605 200 0.228 876.27 1007.70

2.5.3

Plain ended Cast Iron plug for Asbestos Cement Pressure pipes

Weight in

Quintal

Rate per

Each

Amount

1 80 0.035 144.45 169.702 100 0.048 194.92 229.003 125 0.066 260.76 306.604 150 0.090 346.44 407.605 200 0.140 538.06 633.00

Weight in

Quintal

Rate per

Each

Amount

1 80 0.035 144.45 166.102 100 0.048 194.92 224.203 125 0.066 260.76 299.904 150 0.090 346.44 398.405 200 0.154 591.87 680.70

Weight in

Quintal

Rate per

Each

Amount

1 80 0.035 144.45 166.102 100 0.048 194.92 224.203 125 0.070 276.57 318.104 150 0.096 369.54 425.005 200 0.174 668.74 769.10

2.5.4

Plain ended Cast Iron Reducer for Asbestos Cement Pressure pipes

Weight in

Quintal

Rate per

Each

Amount

1 100x80 0.083 337.05 396.002 125x80 0.096 379.29 445.903 125x100 0.103 406.95 478.504 150x80 0.110 423.43 498.105 150x100 0.126 485.02 570.606 150x125 0.134 515.82 606.807 200x100 0.150 576.50 678.208 200x125 0.160 614.93 723.409 200x150 0.180 691.80 813.90

Dia in

mm

Laying in trenches plain ended Cast Iron reducer for Asbestos cement pressure pipes, of

the following classes and nominal diameter as per specification complete.

Class-5

Dia in

mm

Sl No.


Sl No.Dia in

mm

Class-15

Size in

mm

Sl No.

Laying plain end Cast Iron plug for Asbestos Cement Pressure pipes, of the following classes

and nominal diameter as per specification complete.

Class-5

Class-10Sl No.

Dia in

mmSl No.

1,50,00,000

8 0.514 𝑋 8 + 0.48

65


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Quintal

Rate per

Each

Amount

1 100x80 0.083 337.05 387.602 125x80 0.096 379.29 436.203 125x100 0.103 406.95 468.004 150x80 0.110 423.43 486.905 150x100 0.126 485.02 557.806 150x125 0.134 515.82 593.207 200x100 0.160 614.93 707.208 200x125 0.173 664.89 764.609 200x150 0.188 722.54 830.90

Weight in

Quintal

Rate per

Each

Amount

1 100x80 0.083 337.05 387.602 125x80 0.100 395.10 454.403 125x100 0.106 418.80 481.604 150x80 0.116 446.53 513.505 150x100 0.127 488.87 562.206 150x125 0.143 550.46 633.007 200x100 0.174 668.74 769.108 200x125 0.190 730.23 839.809 200x150 0.208 799.41 919.30

2.5.5

Plain ended Cast Iron Crosses for Asbestos Cement Pressure pipes

Weight in

Quintal

Rate per

Each

Amount

1 80x80x

80x80

0.126 520.03 610.80

2 100x100

x100x100

0.173 702.53 825.50

2 125x125

x125x125

0.234 924.53 1087.00

3 150x150

x150x150

0.320 1231.80 1449.10

4 200x200

x200x200

0.526 2021.58 2378.30

Weight in

Quintal

Rate per

Each

Amount

1 80x80x

80x80

0.126 520.03 598.00

2 100x100

x100x100

0.173 702.53 807.90

2 125x125

x125x125

0.234 924.53 1063.20

3 150x150

x150x150

0.320 1231.80 1416.60

4 200x200

x200x200

0.564 2167.63 2492.80

Laying in trenches Cast Iron plain end crosses for Asbestos cement pressure pipes of the

following classes and nominal diameter as per specification complete.

Size in

mm

Size in

mm

Class-10

Size in

mm

Class-15

Sl No.

Sl No.

Class-5

Sl No.Class-10

Sl No.Size in

mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

66


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Quintal

Rate per

Each

Amount

1 80x80x

80x80

0.126 520.03 598.00

2 100x100

x100x100

0.173 702.53 807.90

2 125x125

x125x125

0.246 971.94 1117.70

3 150x150

x150x150

0.343 1320.34 1518.40

4 200x200

x200x200

0.622 2390.54 2749.10

2.5.6

Weight in

Quintal

Rate per

Each

Amount

1 80 0.074 305.42 358.802 100 0.090 365.48 429.503 125 0.113 446.46 524.904 150 0.143 550.46 647.605 200 0.197 757.13 890.70

Weight in

Quintal

Rate per

Each

Amount

1 80 0.074 305.42 351.202 100 0.090 365.48 420.303 125 0.113 446.46 513.404 150 0.143 550.46 633.005 200 0.206 791.72 910.50

Weight in

Quintal

Rate per

Each

Amount

1 80 0.074 305.42 351.202 100 0.090 365.48 420.303 125 0.117 462.26 531.604 150 0.148 569.71 655.205 200 0.221 849.37 976.80

Class-10

Sl No.Dia in

mm

Dia in

mm

Class-5

Plain ended Cast Iron plain end flanged spigots for Asbestos Cement Pressure pipes

Sl No.

Sl No.Dia in

mm

Laying in trenches Cast Iron plain end flanged spigots for Asbestos Cement pressure

pipes of the following classes and nominal diameter as per specification complete.

Class-15

Sl No.Size in

mm

Class-15

1,50,00,000

8 0.514 𝑋 8 + 0.48

67


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.5.7

Plain ended Cast Iron plain end Tee for Asbestos Cement Pressure pipes

Weight in

Quintal

Rate per

Each

Amount

1 80x80 0.092 379.71 446.002 100x80 0.120 487.30 572.603 100x100 0.130 527.91 620.304 125x80 0.167 659.81 775.805 125x100 0.177 699.32 822.206 125x125 0.190 750.68 882.607 150x80 0.202 777.57 914.708 150x100 0.230 885.36 1041.509 150x125 0.247 950.80 1118.5010 150x150 0.260 1000.84 1177.4011 200x80 0.354 1360.53 1600.6012 200x100 0.362 1391.28 1636.8013 200x125 0.378 1452.77 1709.1014 200x150 0.394 1514.26 1781.4015 200x200 0.430 1652.62 1944.20

Weight in

Quintal

Rate per

Each

Amount


Sl No.Size in

mm

Laying in trenches Cast Iron plain end Tees for Asbestos Cement pressure pipes of the


Sl No.Size in

mm

Class-5

Class-10

1,50,00,000

8 0.514 𝑋 8 + 0.48

68


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Quintal

Rate per

Each

Amount


2.5.8

Plain ended Cast Iron plain end Wye for Asbestos Cement Pressure pipes

Weight in

Quintal

Rate per

Each

Amount


Sl No.

Sl No.Class-5

Size in

mm

Class-15

Laying in trenches Cast Iron plain end 'Wye' for Asbestos Cement pressure pipes of the


Size in

mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

69


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Weight in

Quintal

Rate per

Each

Amount


Weight in

Quintal

Rate per

Each

Amount


2.5.9

[A] 80mm diaDetails for 10 joints

a. MaterialsWeight of 80mm dia detachable joints complete = 4.08 kgfor 10 nos = 10 x 4.08 = 40.80 kg 0.408 Qntl 4127.24 1683.92

b. Labour for fittingPlumber (Fitter) 2nd class 0.30 Each 190.00 57.00Helper to plumber or fitter 0.30 Each 170.00 51.00Male worker (unskilled) 1.60 Each 150.00 240.00


Total (a+b+c) 2336.71Rate per each is Rs.2,336.71 ÷ 10 = 233.67

say 233.70

Sl No.

Fixing Cast Iron detachable joints comprising collar, rubber rings, flanges, bolts and

nuts to Asbestos Cement pressure pipes or plain ended Cast Iron special of the following

nominal diameter as per specification complete including testing (excluding cost of CID collar,

rubber rings, flanges and nuts)

Size in

mm

Size in

mm

Class-15

Class-10

Sl No.

1,50,00,000

8 0.514 𝑋 8 + 0.48

70


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[B] 100mm diaDetails for 10 joints





say 330.70

[C] 125mm diaDetails for 10 joints





say 405.50

[D] 150mm diaDetails for 10 joints




Total (a+b+c) 4744.81Rate per each is 4,744.81 ÷ 10 = 474.48

say 474.50

[E] 200mm diaDetails for 10 joints



(a + b) 6299.44

1,50,00,000

8 0.514 𝑋 8 + 0.48

71


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

c. Add Contractor's Profit & Overhead charges 15% 6299.44 944.92Total (a+b+c) 7244.36Rate per each is 7,244.36 ÷ 10 = 724.44

say 724.40

[F] 250mm diaDetails for 10 joints





say 1050.30

[G] 300mm diaDetails for 10 joints





say 1359.70

2.5.10

[A] 100mm dia [Rate same as Sl No 2.1.26 (i)] 89.90[B] 150mm dia [Rate same as Sl No 2.1.26 (ii)] 125.30[C] 200mm dia [Rate same as Sl No 2.1.26 (iii)] 171.70[D] 250mm dia [Rate same as Sl No 2.1.26 (iv)] 184.40[E] 300mm dia [Rate same as Sl No 2.1.26 (v)] 224.60

2.5.11

For 80mm to 300mm diaDetails for one joint

a. Labour for layingPlumber (Fitter) 2nd class 0.25 Each 190.00 47.50Helper to plumber or fitter 0.50 Each 170.00 85.00

132.50b. Add Contractor's Profit & Overhead charges 15.00% 132.50 19.88

Total (a+b) 152.38say 152.40

Fixing Asbestos Cement Coupling Joints comprising of collar, rubber rings to AC pressure

pipes of the following nominal diameter including testing as per specification complete (Excluding

cost of AC coupling and rubber rings)

Fixing Cast Iron Saddle Piece conforming to IS:10299-1982 consisting of strips suitable rubber

packing to be used between straps and pipes, bolts and nuts to Asbestos Cement pressure pipes of

the following nominal diameter as per specification complete (excluding cost of CI saddle piece,

suitable rubber packing, bolts and nuts)

1,50,00,000

8 0.514 𝑋 8 + 0.48

72


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.6 APPURTENANCES

2.6.1

[A] RATING - PN (Nominal Pressure) - 1.0 (IS : 14846 - 2000)

[ i ] 80 mm diameterData for 10 numbers of Cast Iron Sluice Valves

a. Materials to be usedCast Iron Sluice Valve with cap 10 Each 2100.00 21000.00Rubber insertion 3mm thick 20 nos (0.04 sqm each)

20 Each 11.00 220.00Nuts & Bolts 16mm x 60mm long @ 0.2874 kgper each 80 nos = 23.00 kg 23.00 Kg 70.00 1610.00Weight of 10 Sluice Valves = 10x31.3 kg=313 kg=3.13 quintals

b. Labour for jointingRate same as item No 2.1.9 for laying Cast iron bends

3.13 Qntl 88.39 276.66Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (i) 20 Each 17.40 348.00

(a + b) 23454.66c. Add Contractor's Profit & Overhead charges 15% of 23454.66 3518.20


say 2697.30

[ ii ] 100 mm diameterData for 10 numbers of Cast Iron Sluice Valves

a. Materials to be usedCast Iron Sluice Valve with cap 10 Each 2800.00 28000.00Rubber insertion 3mm thick =20 nos (0.05 sqm each)

20 Each 14.00 280.00Nuts & Bolts 16mmx60mm long @ 0.2874 kgper each 160 nos 46.00 kg 46.00 Kg 70.00 3220.00Weight of 10 Sluice Valves = 10x44.3 kg=443 kg=4.43 quintalsLabour for jointing

b. Rate same as item No 2.1.9 for laying Cast iron bends4.43 Qntl 88.39 391.57

Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (ii) 20 Each 24.00 480.00



say 3722.70

[ iii ] 125 mm diameterData for 10 numbers of Cast Iron Sluice Valves

a. Materials to be usedCast Iron Sluice Valve with cap 10 Each 3500.00 35000.00Rubber insertion 3mm thick= 20 nos (0.06 sqm each)

20 Each 15.00 300.00Nuts & Bolts 16mmx60mm long @ 0.2953 kgper each 160 nos =47.25 kg 47.25 Kg 70.00 3307.50Weight of 10 Sluice Valves = 10x56.3 kg=563 kg=5.63 quintals

Fixing Cast Iron Sluice Valve with double flanged ends for water works purposes conforming

to IS 14846 - 2000 for the following rating and nominal diameters as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

73


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


5.63 Qntl 88.39 497.64Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (iii) 20 Each 24.00 480.00



say 4552.30

[ iv ] 150 mm diameterData for 10 numbers of Cast Iron Sluice Valves


20 Each 17.00 340.00Nuts & Bolts 20mmx65mm long =160 nos @ 0.4643 kgper each =74.28 kg 74.28 Kg 70.00 5199.60Weight of 10 Sluice Valves = 10x71.3 kg=713 kg=7.13 quintals


7.13 Qntl 88.39 630.22Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (iv) 20 Each 27.30 546.00



say 5602.30

[ v ] 200 mm diameterData for 10 numbers of Cast Iron Sluice Valves




12.15 Qntl 88.39 1073.94Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (v) 20 Each 27.30 546.00



say 9473.70

[ vi ] 250 mm diameterData for 10 numbers of Cast Iron Sluice Valves


20 Each 32.00 640.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

74


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kgper each =118.00 kg 118.00 Kg 70.00 8260.00Weight of 10 Sluice Valves = 10x176.9 kg=1769 kg=17.69 quintals


17.69 Qntl 88.39 1563.62Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (vi) 20 Each 33.90 678.00



say 14506.30

[ vii ] 300 mm diameterData for 10 numbers of Cast Iron Sluice Valves




24.24 Qntl 88.39 2142.57Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (vii) 20 Each 33.90 678.00



say 17926.30

[ viii ] 350 mm diameterData for 10 numbers of Cast Iron Sluice Valves


20 Each 40.00 800.00Nuts & Bolts 20mmx80mm long =320 nos @ 0.4978 kgper each = 160.00 kg 160.00 Kg 70.00 11200.00Weight of 10 Sluice Valves = 10x1.8x181 kg=3258 kg=32.58 quintals(Weight of one 90° bend)


32.58 Qntl 88.39 2879.75Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (viii) 20 Each 40.50 810.00



say 24344.30

1,50,00,000

8 0.514 𝑋 8 + 0.48

75


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





42.12 Qntl 88.39 3722.99Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (ix) 20 Each 40.50 810.00



say 33625.20





52.20 Qntl 88.39 4613.96Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (x) 20 Each 47.10 942.00



say 42758.80





66.60 Qntl 88.39 5886.77Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (xi) 20 Each 50.40 1008.00

(a + b) 468014.77

1,50,00,000

8 0.514 𝑋 8 + 0.48

76


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

c. Add Contractor's Profit & Overhead charges 15% of 468014.77 70202.22Total (a+b+c) 538216.99Rate per each is 538,216.99 ÷ 10 = 53821.70

say 53821.70





98.28 Qntl 88.39 8686.97Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (xii) 20 Each 57.00 1140.00



say 80217.90

[B] RATING - PN - 1.6 (IS : 14846 - 2000)



20 Each 11.00 220.00Nuts & Bolts 16mmx60mm long @ 0.2874 kgper each 80 nos 23.00 kg 23.00 Kg 70.00 1610.00Weight of 10 Sluice Valves = 10x37.30 kg=373 kg=3.73 quintals


3.73 Qntl 88.39 329.69Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (i) 20 Each 17.40 348.00



say 2760.90


a. Materials to be usedCast Iron Sluice Valve with cap 10 Each 2880.00 28800.00Rubber insertion 3mm thick =20 nos (0.05 sqm each)

20 Each 14.00 280.00Nuts & Bolts 16mmx60mm long @ 0.2874 kgper each 160 nos 46.00 kg 46.00 Kg 70.00 3220.00Weight of 10 Sluice Valves = 10x56.3 kg=563 kg=5.63 quintals

1,50,00,000

8 0.514 𝑋 8 + 0.48

77


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


5.63 Qntl 88.39 497.64Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (ii) 20 Each 24.00 480.00



say 3826.90



20 Each 15.00 300.00Nuts & Bolts 16mmx60mm long @ 0.2953 kgper each 160 nos =47.25 kg 47.25 Kg 70.00 3307.50Weight of 10 Sluice Valves = 10x68.3 kg=683 kg=6.83 quintals


6.83 Qntl 88.39 603.70Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (iii) 20 Each 24.00 480.00



say 4691.00

[ iv ] 150 mm diameterData for 10 numbers of Cast Iron Sluice Valves




8.63 Qntl 88.39 762.81Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (iv) 20 Each 27.30 546.00



say 5744.10



20 Each 22.00 440.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

78


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Nuts & Bolts 20mmx70mm long =160 nos @ 0.4750 kgper each =76.00 kg 76.00 Kg 70.00 5320.00Weight of 10 Sluice Valves = 10x151.5 kg=1515 kg=15.15 quintals


15.15 Qntl 88.39 1339.11Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (v) 20 Each 27.30 546.00



say 9849.20

[ vi ] 250 mm diameterData for 10 numbers of Cast Iron Sluice Valves




22.69 Qntl 88.39 2005.57Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (vi) 20 Each 33.90 678.00



say 15120.60

[ vii ] 300 mm diameterData for 10 numbers of Cast Iron Sluice Valves




30.24 Qntl 88.39 2672.91Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (vii) 20 Each 33.90 678.00



say 18447.30

1,50,00,000

8 0.514 𝑋 8 + 0.48

79


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48








say 29472.20








say 40608.80





63.80 Qntl 88.39 5639.28

1,50,00,000

8 0.514 𝑋 8 + 0.48

80


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (x) 20 Each 47.10 942.00



say 51611.00








say 65242.10








say 96999.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

81


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.6.2

[A] RATING - 1.6 MPa IS : 5312 (Part-I) - 2004

[ i ] 80 mm diameterData for 10 numbers of Cast Iron Reflux Valves

a. Materials to be usedSwing check type Reflux Valves (Non-return valves) with double flanged ends

10 Each 2030.00 20300.00Rubber insertion 3mm thick 20 nos (0.04 sqm each)

20 Each 11.00 220.00Nuts & Bolts 16mmx60mm long @ 0.2874 kgper each 80 nos 23.00 kg 23.00 Kg 70.00 1610.00Weight of 10 Reflux Valves = 10x37.30 kg=373 kg=3.73 quintals


3.73 Qntl 88.39 329.69Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (i) 20 Each 17.40 348.00



say 2622.90

[ ii ] 100 mm diameterData for 10 numbers of Cast Iron Reflux Valves


10 Each 2900.00 29000.00Rubber insertion 3mm thick =20 nos (0.05 sqm each)

20 Each 14.00 280.00Nuts & Bolts 16mmx60mm long @ 0.2874 kgper each 160 nos 46.00 kg 46.00 Kg 70.00 3220.00Weight of 10 Reflux Valves = 10x56.3 kg=563 kg=5.63 quintals


5.63 Qntl 88.39 497.64Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (ii) 20 Each 24.00 480.00



say 3849.90

[ iii ] 125 mm diameterData for 10 numbers of Cast Iron Reflux Valves


10 Each 5400.00 54000.00Rubber insertion 3mm thick= 20 nos (0.06 sqm each)

20 Each 15.00 300.00

Fixing swing check type Reflux Valves (Non-return valves) with double flanged ends conforming to

IS : 5312 (Part-I) - 2004 for water works purposes for the following rating and nominal diameters

as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

82


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Nuts & Bolts 16mmx60mm long @ 0.2953 kgper each 160 nos =47.25 kg 47.25 Kg 70.00 3307.50Weight of 10 Reflux Valves = 10x68.3 kg=683 kg=6.83 quintals


6.83 Qntl 88.39 603.70Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (iii) 20 Each 24.00 480.00



say 6749.50

[B] RATING - 1.0 MPa IS : 5312 (Part-I) - 2004




20 Each 17.00 340.00Nuts & Bolts 20mmx65mm long =160 nos @ 0.4643 kgper each =74.28 kg 74.28 Kg 70.00 5199.60Weight of 10 Reflux Valves = 10x71.3 kg=713 kg=7.13 quintals


7.13 Qntl 88.39 630.22Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (iv) 20 Each 27.30 546.00



say 7902.30






12.15 Qntl 88.39 1073.94Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (v) 20 Each 27.30 546.00



say 12923.70

1,50,00,000

8 0.514 𝑋 8 + 0.48

83


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48






17.69 Qntl 88.39 1563.62Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (vi) 20 Each 33.90 678.00



say 19566.30

[ iv ] 300 mm diameterData for 10 numbers of Cast Iron Reflux Valves





24.24 Qntl 88.39 2142.57Providing flanged joints to Reflux ValvesRate same as item No 2.1.25 (vii) 20 Each 33.90 678.00



say 25286.30

[C] RATING - 0.6 MPa IS : 5312 (Part-I) - 2004




20 Each 40.00 800.00Nuts & Bolts 20mm x 80mm long =320 nos @ 0.4978 kgper each = 160.00 kg 160.00 Kg 70.00 11200.00Weight of 10 Sluice Valves = 10x1.6x181 kg=2896 kg=28.96 quintals(Weight of one 90° bend)

1,50,00,000

8 0.514 𝑋 8 + 0.48

84


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





say 30402.50









say 39557.60






46.40 Qntl 88.39 4101.30Providing flanged joints to Sluice ValvesRate same as item No 2.1.25 (x) 20 Each 47.10 942.00



say 48558.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

85


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] 500 mm diameterData for 10 numbers of Cast Iron Reflux Valves








say 61911.50

[ v ] 600 mm diameterData for 10 numbers of Cast Iron Reflux Valves








say 92066.90

2.6.3

[ A ] SINGLE AIR RELIEF VALVE

[ i ] 15mm to 25mm diameterData for one Air Valve

a. Materials to be used15mm dia Single Air Valve with metal strap for pipe

1 Each 1300.00 1300.00

Fixing single Air Relief Valve conforming to IS 14845 : 2000 for water works purposes for the

following diameters including drilling the water main (Cast Iron pipes with metal straps) as per


1,50,00,000

8 0.514 𝑋 8 + 0.48

86


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for drilling and fixing the air valvePlumber Fitter(S) 0.25 Each 190.00 47.50Helper to plumber or fitter 0.50 Each 170.00 85.00Male worker (unskilled) 0.50 Each 150.00 75.00Add Jointing materials etc 17% of 207.50 35.28



[ ii ] 20mm dia Single Air Valve with metal strap for pipe (Cost of material only)1 Each 1600.00 1600.00

[ iii ] 25mm dia Single Air Valve with metal strap for pipe (Cost of material only)1 Each 1800.00 1800.00

2.6.4

[ A ] DOUBLE AIR VALVE

[ i ] 40mm to 80mm diametera. Materials to be used

80mm dia Double Air Valve with metal strap for pipe 1 Each 4930.00 4930.00Rubber insertion 3 mm thick (IS:638-1979) = 0.04 sqm

1 Each 11.00 11.00Nuts and Bolts 16 mm x 60 mm long @ 0.2874 kg/each =4 nos or 1.15 kg 1.15 Kg 70.00 80.50

b. Labour charges for fixingRate same as in item No. 2.6.1 [ A ] (i) 0.313 Qntl 88.39 27.67Providing flanged joints to Air ValvesRate same as in item No. 2.1.25 (i) 1 Each 51.00 51.00



a. 40mm dia Double Air Valve with metal strap for pipe1 Each 2770.00 2770.00

b. 50mm dia Double Air Valve with metal strap for pipe1 Each 3370.00 3370.00

[ ii ] Above 80mm & upto 150 mma. Materials to be used

150mm dia Double Air Valve with metal strap for pipe 1 Each 9400.00 9400.00Rubber insertion 3 mm thick (IS:638-1979) = 0.08 sqm1 Each 17.00 17.00Nuts and Bolts 20 mm x 65 mm long = 8 nos @ 0.4643 kg/each =

3.71 Kg 70.00 259.70b. Labour charges for fixing

Rate same as in item No. 2.6.1 [ A ] (i) 0.713 Qntl 88.39 63.02Providing flanged joints to Double Air ValvesRate same as in item No. 2.1.25 (iv) 1 Each 51.00 51.00



[ iii ] 100mm dia Double Air Valve with metal strap for pipe1 Each 6400.00 6400.00

Fixing Double Air Relief Valve conforming to IS 14845 : 2000 for water works purposes for the

following diameters including drilling the water main (Cast iron pipes with metal straps) as per


1,50,00,000

8 0.514 𝑋 8 + 0.48

87


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.6.5

DOMESTIC WATER METER (IS : 779 - 1994)

[ i ] 15 mm diameter

a. Materials

15 mm diameter water meter 1 Each 655.00 655.00

15 mm dia brass stop cock 1 Each 165.00 165.00

15mm Jam nut 1 Each 6.00 6.00

b. Labour charges



Add Jointing materials etc 2% of 118.80 2.38

(a+b) 947.18


Total (a+b+c) Rate per each 1089.26

say 1089.30

[ ii ] 20 mm diametera. Materials

20 mm diameter water meter 1 Each 837.00 837.0020 mm dia brass stop cock 1 Each 215.00 215.0020mm Jam nut 1 Each 7.00 7.00

b. Labour chargesPlumber Fitter(S) 0.33 Each 190.00 62.70Helper to plumber or fitter 0.33 Each 170.00 56.10Add Jointing materials etc 2% of 118.80 2.38



[ iii ] 25 mm diametera. Materials





[ iv ] 32 mm diametera. Materials


Fixing of water meters (Domestic Type) conforming to IS :779-1994 and Stop Cock in GI Mild

Steel pipe / PVC pipe / PE pipe of the following nominal diameter as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

88


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




[ v ] 40 mm diametera. Materials




Rate per each 2763.66Total (a+b+c) Rate per each 2763.70

[ vi ] 50 mm diametera. Materials





2.6.6

WATER METER (BULK TYPE)

[ i ] 50 mm diameterData for 10 numbers of water meters (Bulk type)

a. Materials50 mm water meter (Bulk type) 10 Each 1800.00 18000.00Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.027) sqm per each

20 Each 10.00 200.00Nuts & Bolts 16 mm x 60 mm long = 80 nos @ 0.2874 per each = 23 kg 23.00 Kg 70.00 1610.00Weight of 10 Water Meters = 19.56 kg x 10 = 195 kg or 1.96 Qtl(considering the weight of a 50mm water meter is 5/8 weight of 80mm dia CI sluice valve, Rating PN-1)

Fixing of Water Meters (Bulk Type) conforming to IS:2373-1981 Vane Wheel type meter or

Helical type meter or water meter Dry Dial type or water meter Wet Dial type with double flanged

ends for the following nominal diameter as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

89


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for fixingRate same as item No 2.1.9 for laying Cast iron bends

1.96 Qntl 88.39 173.24Providing flanged joints to Water meterRate same as item No 2.1.25 (i) 20 Each 17.40 348.00



say 2338.10

[ ii ] 80 mm diameterData for 10 numbers of water meters (Bulk type)


20 Each 11.00 220.00Nuts & Bolts 16 mm x 60 mm long = 80 nos @ 0.2874 per each = 23 kg 23.00 Kg 70.00 1610.00Weight of 10 Water Meters = 31.30 kg x 10 = 313 kg or 3.13 Qtl(considering the weight of a 80mm water meter is equal to weight of a 80mm dia CI sluice valve, Rating PN-1)


3.13 Qntl 88.39 276.66Providing flanged joints to Water meterRate same as item No 2.1.25 (i) 20 Each 17.40 348.00



say 2616.80

[ iii ] 100 mm diameterData for 10 numbers of water meters (Bulk type)


20 Each 14.00 280.00Nuts & Bolts 16 mm x 60 mm long = 160 nos @ 0.2874 per each = 46 kg 46.00 Kg 70.00 3220.00Weight of 10 Water Meters = 44.30 kg x 10 = 443 kg or 4.43 Qtl(considering the weight of a 100mm water meter is equal to weight of a 100mm dia CI Sluice Valve, Rating PN-1)


4.43 Qntl 88.39 391.57Providing flanged joints to Water meterRate same as item No 2.1.25 (ii) 20 Each 24.00 480.00



say 4125.20

1,50,00,000

8 0.514 𝑋 8 + 0.48

90


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] 150 mm diameterData for 10 numbers of water meters (Bulk type)


20 Each 17.00 340.00Nuts & Bolts 20 mm x 65 mm long = 160 nos @ 0.4643 per each = 74.28 kg 74.28 Kg 70.00 5199.60Weight of 10 Water Meters = 71.30 kg x 10 = 713 kg or 7.13 Qtl(considering the weight of a 150mm water meter is equal to weight of a 150mm dia CI Sluice Valve, Rating PN-1)


7.13 Qntl 88.39 630.22Providing flanged joints to Water meterRate same as item No 2.1.25 (iv) 20 Each 27.30 546.00



say 6016.30

[ v ] 200 mm diameterData for 10 numbers of water meters (Bulk type)




12.15 Qntl 88.39 1073.94Providing flanged joints to Water meterRate same as item No 2.1.25 (v) 20 Each 27.30 546.00



say 6713.70

[ vi ] 250 mm diameterData for 10 numbers of water meters (Bulk type)



1,50,00,000

8 0.514 𝑋 8 + 0.48

91


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


17.69 Qntl 88.39 1563.62Providing flanged joints to Water meterRate same as item No 2.1.25 (vi) 20 Each 33.90 678.00



say 14299.30

[ vii ] 300 mm diameterData for 10 numbers of water meters (Bulk type)



b. Labour for fixingRate same as item No 2.2.14 for laying CI bends 24.24 Qntl 88.39 2142.57Providing flanged joints to Water MeterRate same as item No 2.1.25 (vii) 20 Each 33.90 678.00



say 19202.80

[ viii ] 350 mm diameterData for 10 numbers of water meters (Bulk type)


20 Each 40.00 800.00Nuts & Bolts 20 mm x 80 mm long = 320 nos @ 0.4978 per each = 160.00 kg 160.00 Kg 70.00 11200.00Weight of 10 Water Meters = 253.40 kg x 10 = 2534 kg or 25.34 Qtl(considering the weight of a 350mm water meter is equal to weight of a 350mm dia CI Sluice Valve, Rating PN-0.4)

b. Labour for fixingRate same as item No 2.2.14 for laying CI bends 25.34 Qntl 88.39 2239.80Providing flanged joints to Water MeterRate same as item No 2.1.25 (viii) 20 Each 40.50 810.00



say 20383.70

1,50,00,000

8 0.514 𝑋 8 + 0.48

92


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ix ] 400 mm diameterData for 10 numbers of water meters (Bulk type)



b. Labour for fixingRate same as item No 2.2.14 for laying CI bends 32.76 Qntl 88.39 2895.66Providing flanged joints to Water meterRate same as item No 2.1.25 (ix) 20 Each 40.50 810.00



say 26595.60

[ x ] 500 mm diameterData for 10 numbers of water meters (Bulk type)



b. Labour for fixingRate same as item No 2.2.14 for laying CI bends 51.80 Qntl 88.39 4578.60Providing flanged joints to Water meterRate same as item No 2.1.25 (xi) 20 Each 50.40 1008.00



say 41423.80

2.6.7

[ i ] 80 mm diaDetails of cost for one no. dirt box strainer

a. MaterialsDirt box strainer 80 mm 1 Each 2620.00 2620.00Carriage of dirt box strainer LS 38.74

b. Labour for laying dirt box stainer LS 58.11Providing flanged joints to double acting airvalves with bolts, nuts and rubber insertions etcRate same as item No 2.1.25 (i) 2 Each 108.90 217.80


Total (a+b+c) 3374.85say 3374.90

Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts,bolts, rubber

insertions etc. complete conforming to IS: 2373-1981

1,50,00,000

8 0.514 𝑋 8 + 0.48

93


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] 100 mm diaDetails of cost for one no. dirt box strainer


b. Labour for laying dirt box stainer LS 77.48Providing flanged joints to double acting airvalves with bolts, nuts and rubber insertions etcRate same as item No 2.1.25 (ii) 2 Each 199.00 398.00


Total (a+b+c) 5398.35say 5398.40

[ iii ] 150 mm diaDetails of cost for one no. dirt box strainer


b. Labour for laying dirt box stainer LS 96.85Providing flanged joints to double acting airvalves with bolts, nuts and rubber insertions etcRate same as item No 2.1.25 (iv) 2 Each 304.28 608.56


Total (a+b+c) 7111.05say 7111.10

[ iv ] 200 mm diaDetails of cost for one no. dirt box strainer


b. Labour for laying dirt box stainer LS 154.96Providing flanged joints to double acting airvalves with bolts, nuts and rubber insertions etcRate same as item No 2.1.25 (iv) 2 Each 315.30 630.60


Total (a+b+c) 9675.00say 9675.00

2.6.8

Data for 10 numbers of Spindle Fire Hydrantsa. Materials

65 mm Gun metal Outlet Fire Hydrants with components10 Each 4800.00 48000.00

Rubber insertion 3 mm thick (IS:638-1979) = 10 nos = (10 x 0.04) sqm per each10 Each 11.00 110.00

Nuts & Bolts 16 mm x 60 mm long = 40 nos @ 0.2874 per each = 11.50 kg 11.50 Kg 70.00 805.00

Fixing of spindle Fire Hydrant sluice valve type with 65mm outlet conforming to IS:909-1992

complete with components as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

94


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour chargesPlumber Fitter(S) 1.50 Each 190.00 285.00Helper to plumber or fitter 1.00 Each 170.00 170.00Male worker (unskilled) 4.00 Each 150.00 600.00



say 5746.60

2.6.9

[ i ] 80 mm diameterData for 10 numbers of Pressure Release Valve with components

a. Materials80 mm Bronze Pressure Release Valve with components

10 Each 14154.00 141540.00Rubber insertion 3 mm thick (IS:638-1979) = 10 nos = (10 x 0.04) sqm per each

10 Each 11.00 110.00Nuts & Bolts 16 mm x 60 mm long = 40 nos @ 0.2874 per each = 11.50 kg 11.50 Kg 70.00 805.00

b. Labour chargesPlumber Fitter(S) 1.50 Each 190.00 285.00Helper to plumber or fitter 1.00 Each 170.00 170.00Male worker (unskilled) 4.00 Each 150.00 600.00



say 16503.70

Fixing Pressure Release Valve with components conforming to IS:14150-2005 as per


1,50,00,000

8 0.514 𝑋 8 + 0.48

95

Section – 3

INTERNAL WATER SUPPLY

AND SANITARY INSTALLATION


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1 WATER SUPPLY

3.1.1

In ground floor[ i ] 15mm diameter

Details of cost for 10 metresa. Materials

15mm G.I pipes 10.00 metre 62.44 624.40Add for fittings (heavy quality) and wastages = 1.5 metres15% 624.40 93.66White lead, hemp oil etc 1% of item (a) 1% 624.40 6.24White lead, hemp oil, clamps, pegs, sand and cement etc 2% of item (a)

2% 624.40 12.49b. Labour charges




say 110.90

[ ii ] 20mm diameterDetails of cost for 10 metres

a. Materials20mm G.I pipes 10.00 metre 79.75 797.50Add for fittings (heavy quality) and wastages = 1.5 metres15% 797.50 119.63White lead,hemp oil etc 1% 797.50 7.98White lead,hemp oil,clamps,pegs,sand and cement etc





say 136.20

[ iii ] 25mm diameterDetails of cost for 10 metres




(a+b) 1680.46

Providing and fixing to wall or ceiling and floor galvanized mild steel tubes (medium

grade) conforming to IS: 1239/2004, Part-1 of the following nominal bore, tube fittings and

clamps including making good the wall, ceiling and floor, testing all complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

96


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 193.30

[ iv ] 32mm diameterDetails of cost for 10 metres






say 245.80

[ v ] 40mm diameterDetails of cost for 10 metres






say 281.10

[ vi ] 50mm diameterDetails of cost for 10 metres

a. Materials50mm G.I pipes 10.00 metre 244.90 2449.00Add for fittings (heavy quality) and wastages = 1.5 metres15% 2449.00 367.35White lead,hemp oil etc 1% 2449.00 24.49White lead,hemp oil,clamps,pegs,sand,cement etc





say 386.70

1,50,00,000

8 0.514 𝑋 8 + 0.48

97


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.2 Fixing Brass Bell Plug of the following nominal size as per specification complete[ i ] 32 mm diameter

Details of cost for one numbera. Materials

Brass Bell Plug with rivets or 'J' hooks 1 Each 80.00 80.00b. Labour charges

Plumber Fitter(S) 0.125 Each 190.00 23.75(a+b) 103.75

c. Add Contractor's Profit & Overhead charges 15% 103.75 15.56Total (a+b+c) 119.31

say 119.30[ ii ] 50mm Brass Bell Plug with rivets or 'J' hooks

1 Each 100.00 100.00[ iii ] 80mm Brass Bell Plug with rivets or 'J' hooks

1 Each 120.00 120.00[ iv ] 100mm Brass Bell Plug with rivets or 'J' hooks

1 Each 140.00 140.00

3.1.3

A. In ground floor[ i ] 16mm diameter


16mm UPVC pipes class IV 10.00 metre 9.56 95.60

Add 15% for fittings and wastages = 1.5 metres15% 95.60 14.34

Wooden plug, clamps, cement etc 3% of item (a) 3% 95.60 2.87

b. Labour chargesPlumber Fitter(S) 0.67 Each 190.00 127.30


c. Add Contractor's Profit & Overhead charges 15% 340.61 51.09Total (a+b+c) 391.70Rate per metre is 391.70 ÷ 10 = 39.17

say 39.20


a. Materials


Add for fittings and wastages 15% 117.80 17.67





43.90

Providing and fixing to wall or ceiling and floor rigid UPVC pipes class IV (8 kgf/cm²)/class III

(6kgf/cm²) conforming to IS:4985/2000 and pipe fittings of the following nominal bore with clamps

including making good the wall, ceiling and floor all complete as per specification

1,50,00,000

8 0.514 𝑋 8 + 0.48

98


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


a. Materials







49.50


a. Materials







65.10


a. Materials







say 88.60

40mm UPVC pipes class III 1.00 metre 26.07 26.07


a. Materials




1,50,00,000

8 0.514 𝑋 8 + 0.48

99


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




say 124.00

50mm UPVC pipes class III 1.00 metre 38.78 38.78

3.1.4



15mm PVC sch-80 pipes 10.00 metre 27.94 279.40


Wooden plug,clamps, cement etc 3% 279.40 8.38




say 64.10


a. Materials20mm PVC sch-80 pipes 10.00 metre 37.83 378.30


Wooden plug,clamps, cement etc 3% 378.30 11.35




79.30


a. Materials25mm PVC sch-80 pipes 10.00 metre 55.53 555.30Add for fittings and wastages 15% 555.30 83.30Wooden plug,clamps, cement etc 3% 555.30 16.66

b. Labour chargesPlumber Fitter(S) 0.83 Each 190.00 157.70Male worker 0.67 Each 150.00 100.50

(a+b) 913.46

Providing and fixing to wall or ceiling and floor pvc pipes class conforming to ASTM-D-

1785/89 (Sch-80) and pipe fittings of the following nominal bore with clamps including making

good the wall, ceiling and floor all complete as per specification complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

100


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 105.10




(a+b) 1214.18


say 139.60




(a+b) 1487.84


say 171.10




(a+b) 1995.24


say 229.50

1,50,00,000

8 0.514 𝑋 8 + 0.48

101


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.5

[ i ] 15 mm nominal outer dia pipesDetails of cost for 10 metre

a. MATERIAL:Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia

10 Mtr 51.00 510.00Add 30% for fittings and wastage etc. 153.00Cement, sand and grit etc LS 4.07

b. LABOUR:Plumber Fitter(S) 0.33 Each 190.00 62.70Helper to plumber or fitter 0.82 Each 170.00 139.40Male worker (unskilled) 0.66 Each 150.00 99.00



say 111.30

[ ii ] 20 mm nominal outer dia pipesDetails of cost for 10 metre


10.00 Mtr 63.00 630.00Add 30% for fittings and wastage etc. 189.00Cement, sand and grit etc LS 4.07




say 132.40

[ iii ] 25 mm nominal outer dia pipesDetails of cost for 10 metre

a. MATERIAL:

Chlorinated Polyvinyl - chloride (CPVC) pipe 25 mm outer dia

10.00 Mtr 90.00 900.00

Add 30% for fittings and wastage etc. 270.00

Cement, sand and grit etc LS 4.07

b. LABOUR:



Male worker (unskilled) 0.66 Each 150.00 99.00

(a+b) 1502.37


say 172.80

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS:15778,

having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded

fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and testing of joints complete as per direction of

Engineer-in-Charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

102


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] 32 mm nominal outer dia pipesDetails of cost for 10 metre






say 223.40

[ v ] 40 mm nominal outer dia pipesDetails of cost for 10 metre






say 310.50

[ vi ] 50 mm nominal outer dia pipesDetails of cost for 10 metre






say 474.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

103


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.6

[ i ] 16 mm outer dia pipesDetails of cost for 10 metre

a. MATERIAL:16 mm PE-AL-PE Composite pressure pipe 10 Mtr 90.00 900.00Add 30% for fittings and wastages etc. 270.00Cement, sand and grit etc LS 4.07



1665.17Rate per metre is 1,665.17 ÷ 10 = 166.52

say 166.50

[ ii ] 20 mm outer dia pipesDetails of cost for 10 metre

a. MATERIAL:20 mm PE-AL-PE Composite pressure pipe 10.00 Mtr 111.00 1110.00Add 30% for fittings and wastage etc. 333.00Cement, sand and grit etc LS 4.07


(a+b) 1748.17


Total (a+b+c) 2010.40

Rate per metre is 2,010.40 ÷ 10 = 201.04

say 201.00

[ iii ] 25 mm outer dia pipes

Details of cost for 10 metrea. MATERIAL:

25 mm PE-AL-PE Composite pressure pipe 10.00 Mtr 143.00 1430.00Add 30% for fittings and wastage etc. 429.00Cement, sand and grit etc LS 4.07




say 252.00

Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carban black having thermal

stability for hot & cold water supply, capable to withstand temperature up to 80°C including all

special fittings of composite material (engineering plastic blend and brass inserts wherever

required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 meter

spacing. This includes testing of joints complete of joints complete as per direction of the Engineer-

in-Charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

104


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] 32 mm outer dia pipesDetails of cost for 10 metre





say 332.50

[ v ] 40 mm outer dia pipesDetails of cost for 10 metre





say 519.80

[ vi ] 50 mm outer dia pipesDetails of cost for 10 metre





say 557.20

1,50,00,000

8 0.514 𝑋 8 + 0.48

105


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.7

[ i ] PN - 16 Pipe, 16 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 16 mm Outer dia




Total (a+b+c) 798.07Rate per metre is 798.07 ÷ 10 = 79.81

say 79.80

[ ii ] PN - 16 Pipe, 20 mm OD (SDR -7.4)Details of cost for 10 metre





Total (a+b+c) 1098.45

Rate per metre is 1,098.45 ÷ 10 = 109.85

say 109.90

[ iii ] PN - 16 Pipe, 25 mm OD (SDR -7.4)

Details of cost for 10 metrea. MATERIAL:

Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 25 mm Outer dia



(a+b) 1320.37


Total (a+b+c) 1518.43

Rate per metre is 1,518.43 ÷ 10 = 151.84

say 151.80

Providing and fixing of 3 layer PP-R (Poly propylene Random copolymer) pipes conforming

to IS:15801, SDR 7.4, U V stabilized & anti - microbial fusion welded, having thermal stability for

hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings,

i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per

direction of Engineer-in-Charge.

1,50,00,000

8 0.514 𝑋 8 + 0.48

106


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] PN - 16 Pipe, 32 mm OD (SDR -7.4)Details of cost for 10 metre






say 229.40

[ v ] PN - 16 Pipe, 40 mm OD (SDR -7.4)Details of cost for 10 metre






say 349.40

[ vi ] PN - 16 Pipe, 50 mm OD (SDR -7.4)Details of cost for 10 metre






say 483.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

107


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.8

[ i ] 2000 litre capacity Double Layer Cylinderical Vertical water storage tanksDetails of cost for one TankOn the roof of ground floor

a. Materials:2000 litre capacity Double Layer Cylinderical Vertical water storage tanks

2000 Litre 4.40 8800.00Lead , paint and yarn LS 6.60

b. Labour chargesPlumber fitter (S) 0.50 Each 190.00 95.00Helper to plumber/ fitter 0.75 Each 170.00 127.50Male Worker 5.00 Each 150.00 750.00


Total (a+b+c) 11245.97say 11246.00

[ ii ] 1000 litre capacity Double Layer Cylinderical Vertical water storage tanksOn the roof of ground floorDetails of cost for one Tank

a. Materials:1000 litre capacity Double Layer Cylinderical Vertical water storage tanks

1000 Litre 4.40 4400.00Lead , paint and yarn LS 6.60

b. Labour chargesPlumber fitter (S) 0.50 Each 190.00 95.00Helper to plumber/ fitter 0.75 Each 170.00 127.50Male Worker 4.00 Each 150.00 600.00


Total (a+b+c) 6013.47say 6013.50

3.1.9

[ i ] 2000 litre capacity water storage tanksDetails of cost for hoisting one 2000 litre capacity tank

a. Labour chargesHelper to plumber or fitter 0.25 Each 170.00 42.50Male worker (unskilled) 2.00 Each 150.00 300.00

342.50b. Add Contractor's Profit & Overhead charges 15% 342.50 51.38

Total (a+b) Rate for one tank 393.88say 393.90

[ ii ] 1000 litre capacity water storage tanksDetails of cost for hoisting one 1000 litre capacity tankLabour chargesRate same as item No 3.1.9 [ i ] 393.90

Extra over item No 3.1.8 for hoisting Rotational moulded polyethylene cylindrical vertical

water storage tanks of the following size for every additional height of 5 metres or part thereof

Fixing Rotational moulded polyethylene cylindrical vertical water storage tanks

conforming to IS : 12701--1996 including cutting holes through the tank and fixing mild steel tubes

and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting upto

a height of 5 metres above ground level and placing the tank to the required position etc all

complete as per specification and direction of the Engineer in charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

108


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.10

[ i ] 250mm thick wallDetails of cost for 10 holes of size 12cm x 12cm x 25cm

a. Labour for cutting holes Mason 0.16 Each 190.00 30.40Male worker 0.60 Each 150.00 90.00Overhead charges 12.50% 120.40 15.05Brickwork in cement mortar (1:4) [Excluding CP&OHC]

10x0.12mx0.12mx0.25m= 0.036Less 33% for pipe etc = ( - ) 0.012

0.024 Cum 3174.63 76.1912mm cement plaster (1:4)[Excluding CP&OHC]

10x2x0.12mx0.12m= 0.288 Sqm 84.06 24.21Add extra for labour & wastages in materials due to restricted area @ 5% of (d) + (e) 5% of(d)+(e) 100.40 5.02

240.87b. Add Contractor's Profit & Overhead charges 15% 240.87 36.13

Total 277.00Cost for one hole of 25cm depth = 277.00 ÷ 10 = 27.70

say 27.70

[ ii ] 375mm thick wall Cost for one hole 25cm depth multiplied by 375/250 = 1.5

1.50 x 27.70 41.55say 41.60

[ iii ] 500mm thick wall Cost for one hole 25cm depth multiplied by 500/250 = 2.0

2.00 x 27.70 55.40say 55.40

3.1.11

Details of cost for 10 holes of average size 15cmx15cmx25cm

a. Labour for cutting holes Mason 1.67 Each 190.00 317.30Male worker 1.67 Each 150.00 250.50Add Contractor's Profit & Overhead charges 15% 567.80 85.17Cement concrete (1:2:4)[Excluding CP&OHC]

10x0.15mx0.15mx0.15m= 0.034Less 33% for pipe etc = (-) 0.011

0.023 cum 4047.02 93.08Add extra for labour & wastages in materials due to restricted space

5% 93.08 4.65Finishing top and bottom and making the hole leak proof L.S 6.60

757.30

b. Add Contractor's Profit & Overhead charges 15% 757.30 113.60

Total (a+b) 870.90Cost for one hole = 870.90 ÷ 10 = 87.09

say 87.10

Cutting holes through existing brick work including making good the same in cement

mortar (1:4) for taking GI/PVC pipes and fittings etc all complete as per specification.

Cutting hole in R.C.C floors and roofs upto 19 cm thick for passing G.I / P.V.C pipes and

fittings etc and repairing the holes after insertion of pipes etc with cement concrete

(1:2:4) including finishing complete so as to make it leak proof.

1,50,00,000

8 0.514 𝑋 8 + 0.48

109


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.1.12

[ i ] In ground floorDetails of cost for 30 metres

a. MaterialsCement concrete (I:3:6) with metal [Excluding CP&OHC]0.56 cum 2931.06 1641.3912mm cement plaster (1:3) [Excluding CP&OHC] 4.57 sqm 96.34 440.27Cement punning [Excluding CP&OHC] 4.57 sqm 17.73 81.03

b. Labour charges for cutting Plumber fitter 0.50 Each 190.00 95.00Helper to plumber 1.00 Each 170.00 170.00

c. Labour charges for redoing Mason special 1.00 Each 205.00 205.00Male worker 1.00 Each 150.00 150.00

(a+b+c) 2782.69

d. Add Contractor's Profit & Overhead charges 15% 2782.69 417.40

Total (a+b+c+d) 3200.09Cost per 1 metre = 3,200.09 ÷ 30 = 106.67

say 106.70

Cutting grooves in pucca floors and walls for taking GI/PVC pipes and making good

the damages as per specification complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

110


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.2 HOUSE SERVICE PIPES

3.2.1

[ i ] 15mm diameterDetails of cost for 10 metres

a. Materials15mm G.I pipes 10.00 metre 50.67 506.7Tube fittings and wastages 2% 506.7 10.13White lead,hemp oil etc 1% 506.7 5.07

b. Labour for layingPlumber Fitter(S) 0.08 Each 190 15.2Male worker 0.16 Each 150 24



say 64.5



b. Labour for layingPlumber Fitter(S) 0.08 Each 190 15.2Male worker 0.16 Each 150 24



say 89.8


a. Materials25mm G.I pipes 10.00 metre 101.2 1012Tube fittings and wastages 2% 1012 20.24White lead,hemp oil etc 1% 1012 10.12

b. Labour for layingPlumber Fitter(S) 0.12 Each 190 22.8Male worker 0.25 Each 150 37.5



say 126.8

Providing and laying in trenches galvanized mild steel tubes (light grade) conforming to

IS:1239/2004, Part-1 of the following nominal bore and tube fittings including testing as per

specification complete. (Earth work in trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

111


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



b. Labour for layingPlumber Fitter(S) 0.12 Each 190 22.8Male worker 0.25 Each 150 37.5


1585.74Rate per metre is 1,585.74 ÷ 10 = 158.57Total (a+b+c) say 158.6




(a+b) 1719.15

c. Add Contractor's Profit & Overhead charges 15% 1719.15 257.871977.02

Rate per metre is 1,977.02 ÷ 10 = 197.70

Total (a+b+c) say 197.70




(a+b) 2076.97


Rate per metre is 2,388.52 ÷ 10 = 238.85


[ vii ] 65mm diameterDetails of cost for 10 metres



(a+b) 3053.36

1,50,00,000

8 0.514 𝑋 8 + 0.48

112


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 351.10

[ viii ] 80mm diameterDetails of cost for 10 metres



(a+b) 3556.11



say 409.00

3.2.2




(a+b) 682.33



say 78.50




(a+b) 860.63



say 99.00

Providing and laying in trenches galvanized mild steel tubes (medium grade) conforming to



1,50,00,000

8 0.514 𝑋 8 + 0.48

113


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




(a+b) 1301.76



say 149.70




(a+b) 1657.42


Rate per metre is 1,906.03 ÷ 10 = 190.60





(a+b) 1873.13



say 215.40




(a+b) 2602.37

1,50,00,000

8 0.514 𝑋 8 + 0.48

114


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 299.30




(a+b) 3377.92



say 388.50




(a+b) 4319.34



say 496.70

3.2.3




(a+b) 800.27


Total (a+b+c) 920.31

Rate per metre is 920.31 ÷ 10 = 92.03

say 92.00

Providing and laying in trenches galvanized mild steel tubes (heavy grade) conforming to



1,50,00,000

8 0.514 𝑋 8 + 0.48

115


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] 20mm diameter

Details of cost for 10 metres

a. Materials

20mm G.I pipes 10.00 metre 94.36 943.60

Tube fittings and wastages 2% 943.60 18.87

White lead,hemp oil etc 1% 943.60 9.44




(a+b) 1011.11



say 116.30




(a+b) 1549.06



say 178.10




(a+b) 1966.93



say 226.20




(a+b) 2248.77

1,50,00,000

8 0.514 𝑋 8 + 0.48

116


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 258.60




(a+b) 3131.28



say 360.10




(a+b) 4083.78



say 469.60




(a+b) 5189.18



say 596.80

1,50,00,000

8 0.514 𝑋 8 + 0.48

117


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.2.4


a. Materials15mm dia Class-IV PVC pipes 10.00 metre 9.56 95.60Pipe fittings and wastages 2% 95.60 1.91


(a+b) 136.71



say 15.70




(a+b) 159.36



say 18.30




(a+b) 208.81



say 24.00




(a+b) 283.58

Providing and laying in trenches unplasticised PVC pipes conforming to IS: 4985/2000 of Class IV

(10 kgf/cm²) of the following nominal bore and pipe fittings including testing as per specification

complete. (Earth work in trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

118


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 32.60




(a+b) 409.16



say 47.10




(a+b) 603.16



say 69.40




(a+b) 936.59



say 107.70

[ viii ] 75mm diaDetails of cost for 10 metres



(a+b) 1286.76

1,50,00,000

8 0.514 𝑋 8 + 0.48

119


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 148.00

3.2.5


a. Materials40mm PVC Class-III pipes 10.00 metre 26.07 260.70Pipe fittings and wastages 2% 260.70 5.21


(a+b) 345.81



say 39.80




(a+b) 475.46



say 54.70




(a+b) 774.82



say 89.10



Providing and laying in trenches unplasticised PVC pipes conforming to IS: 4985/2000 of Class III

(6 kgf/cm²) of the following nominal bore and pipe fittings including testing as per specification


1,50,00,000

8 0.514 𝑋 8 + 0.48

120


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


(a+b) 1035.02



say 119.00

3.2.6

[ i ] 63mm dia


a. Materials

63mm PVC Class-II pipes 10.00 metre 44.16 441.60

Pipe fittings and wastages 2% 441.60 8.83




(a+b) 596.93


Total (a+b+c) 686.47

Rate per metre is 686.47 ÷ 10 = 68.65

say 68.70

[ ii ] 75mm dia


a. Materials75mm PVC Class-II pipes 10.00 metre 61.88 618.80Pipe fittings and wastages 2% 618.80 12.38


(a+b) 777.68



say 89.40

3.2.7


a. Materials15mm PVC sch-80 pipes 10.00 metre 27.94 279.40Pipe fittings and wastages 2% 279.40 5.59

b. Labour for layingPlumber Fitter (S) 0.08 Each 190.00 15.20Male worker 0.16 Each 150.00 24.00

(a+b) 324.19

Providing and laying in trenches unplasticised PVC pipes conforming to IS: 4985/2000 of class II

(4kgf/cm²) of the following nominal bore and pipe fittings including testing as per specification


Providing and laying in trenches PVC pipes conforming to ASTM-D-1785/89 (Schedule-80) of the

following nominal bore and pipe fittings including testing as per specification complete. (Earth work

in trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

121


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 37.30




(a+b) 425.07



say 48.90




(a+b) 626.71



say 72.10




(a+b) 843.86



say 97.00




(a+b) 1029.32

1,50,00,000

8 0.514 𝑋 8 + 0.48

122


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 118.40




(a+b) 1395.90



say 160.50

3.2.8

[ i ] 15 mm nominal outer dia pipesDetails of cost for 10 metre


10 Mtr 51.00 510.00Add 30% for fittings and wastage etc. 153.00

b. LABOUR:Plumber Fitter(S) 0.08 Each 190.00 15.20Male worker (unskilled) 0.16 Each 150.00 24.00Trenching & refilling etcMale worker (unskilled) 1.32 Each 150.00 198.00

(a+b) 900.20



say 103.50

[ ii ] 20 mm nominal outer dia pipesDetails of cost for 10 metre


10.00 Mtr 63.00 630.00Add 30% for fittings and wastage etc. 189.00


(a+b) 1056.20



say 121.50

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes conforming to IS 15778,

having thermal stability for hot & cold water supply including all CPVC plain & brass threaded

fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching,

refilling & testing of joints complete as per direction of Engineer- in-Charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

123


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 25 mm nominal outer dia pipesDetails of cost for 10 metre




(a+b) 1428.30



say 164.30

[ iv ] 32 mm nominal outer dia pipesDetails of cost for 10 metre




(a+b) 1818.30



say 209.10

[ v ] 40 mm nominal outer dia pipesDetails of cost for 10 metre




(a+b) 2487.90



say 286.10

1,50,00,000

8 0.514 𝑋 8 + 0.48

124


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vi ] 50 mm nominal outer dia pipesDetails of cost for 10 metre




(a+b) 3917.90



say 450.60

[ vii ] 62.50 mm nominal outer dia pipesDetails of cost for 10 metre

a. MATERIAL:Chlorinated Polyvinyl - chloride (CPVC) pipe 62.50 mm outer dia



(a+b) 11199.50



say 1287.90

[ viii ] 75 mm nominal outer dia pipesDetails of cost for 10 metre




(a+b) 15749.50



say 1811.20

[ ix ] 100 mm nominal outer dia pipesDetails of cost for 10 metre



1,50,00,000

8 0.514 𝑋 8 + 0.48

125


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


(a+b) 21775.80



say 2504.20

[ x ] 150 mm nominal outer dia pipesDetails of cost for 10 metre




(a+b) 38011.20



say 4371.30

3.2.9

[ i ] 16 mm outer dia pipesDetails of cost for 10 metre

a. MATERIAL:16 mm PE-AL-PE Composite pressure pipe 10 Mtr 90.00 900.00Add 30% for fittings and wastages etc. 270.00


(a+b) 1407.20



say 161.80[ ii ] 20 mm outer dia pipes

Details of cost for 10 metre

a. MATERIAL:20 mm PE-AL-PE Composite pressure pipe

10.00 Mtr 111.00 1110.00

b. Add 30% for fittings and wastage etc. 333.00

Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite

Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal

stability for hot & cold water supply, capable to withstand temperature up to 80 °C including all

special fittings of composite material (engineering plastic blend and brass inserts wherever required

) e.g. elbows ,tees ,reducers, couplers & connectors etc., with trenching, refilling and testing of

joints complete as per direction of the Engineer in charge.

1,50,00,000

8 0.514 𝑋 8 + 0.48

126


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

LABOUR:Plumber Fitter(S) 0.08 Each 190.00 15.20Male worker (unskilled) 0.16 Each 150.00 24.00Trenching & refilling etcMale worker (unskilled) 1.32 Each 150.00 198.00

(a+b) 1680.20



say 193.20

[ iii ] 25 mm outer dia pipesDetails of cost for 10 metre




(a+b) 2096.20



say 241.10

[ iv ] 32 mm outer dia pipesDetails of cost for 10 metre




(a+b) 2746.20



say 315.80

[ v ] 40 mm outer dia pipesDetails of cost for 10 metre




(a+b) 4307.90

1,50,00,000

8 0.514 𝑋 8 + 0.48

127


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 495.40

[ vi ] 50 mm outer dia pipesDetails of cost for 10 metre




(a+b) 4632.90



say 532.80

3.2.10

[ i ] PN - 16 Pipe, 16 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 653.20



say 75.10

[ ii ] PN - 16 Pipe, 20 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 887.20

Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes conforming to

IS:15801 U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold

water supply, including all PP-R plain & brass threaded polypropylene random fittings, including

trenching ,refilling & testing of joints complete as per direction of Engineer-in-Charge

Poly propylene- Random - Co - Polymer (PPR)

pipes SDR 7.4 - 16 mm Outer dia



1,50,00,000

8 0.514 𝑋 8 + 0.48

128


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


Total (a+b+c) 1020.28

Rate per metre is 1,020.28 ÷ 10 = 102.03

say 102.00

[ iii ] PN - 16 Pipe, 25 mm OD (SDR -7.4)

Details of cost for 10 metre

a. MATERIAL:

10.00 Mtr 76.00 760.00

Add 30% for fittings and wastage etc. 228.00

b. LABOUR:



Trenching & refilling etc


(a+b) 1246.30


Total (a+b+c) 1433.25

Rate per metre is 1,433.25 ÷ 10 = 143.33

say 143.30

[ iv ] PN - 16 Pipe, 32 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 1870.30



say 215.10

[ v ] PN - 16 Pipe, 40 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 2825.90



say 325.00







1,50,00,000

8 0.514 𝑋 8 + 0.48

129


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vi ] PN - 16 Pipe, 50 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 3995.90



say 459.50

[ vii ] PN - 16 Pipe, 63 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 6129.50



say 704.90

[ viii ] PN - 16 Pipe, 75 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 8664.50



say 996.40







1,50,00,000

8 0.514 𝑋 8 + 0.48

130


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ix ] PN - 16 Pipe, 90 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 13715.80



say 1577.30

[ x ] PN - 16 Pipe, 110 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 14365.80



say 1652.10

[ xi ] PN - 16 Pipe, 160 mm OD (SDR -7.4)Details of cost for 10 metre

a. MATERIAL:



(a+b) 30016.20



say 3451.90







1,50,00,000

8 0.514 𝑋 8 + 0.48

131


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.2.11

[ i ] Details of cost of one connectionTake 32 mm dia as an average size

a. Materials32 mm dia Galvanised mild steel Tee 1 Each 53.35 53.3532 mm dia Galvanised mild steel 5 mm nut 1 Each 12.00 12.00


(a+b) 177.55

c. Add Contractor's Profit & Overhead charges 15% 177.55 26.63Total (a+b+c) Rate per each 204.18

say 204.20

[ ii ] 25mm diameter distribution branchMaterials

a. Galvanised mild steel Tee 1 Each 35.00 35.00b. Galvanised mild steel 5 mm nut 1 Each 10.00 10.00

[ iii ] 40mm diameter distribution branchMaterials


3.2.12

[ i ] Details of cost of one connectionTake 65 mm dia as an average size

a. Materials65 mm dia Galvanised mild steel Tee 1 Each 205.30 205.3065 mm dia Galvanised mild steel 5 mm nut 1 Each 25.00 25.00


(a+b) 383.30

c. Add Contractor's Profit & Overhead charges 15% 383.30 57.50Total (a+b+c) Rate per each 440.80

say 440.80

[ ii ] 50mm diameter distribution branchMaterials


[ iii ] 80mm diameter distribution branchMaterials


Making connection of galvanised mild steel distribution branch with galvanised mild steel

main 25 mm to 40 mm nominal bore by providing and fixing tee including cutting and

threading the pipes complete

Making connection of galvanised mild steel distribution branch with galvanised mild steel

main 50 mm to 80 mm nominal bore by providing and fixing tee including cutting and

threading the pipes complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

132


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.2.13

[ i ] 10mm to 25mm boreDetails for one ferrule

a. Materials15mm dia G.M ferrule cock as per IS:2692-1978 1 Each 440.00 440.00

b. Labour for layingPlumber fitter (S) 0.25 Each 190.00 47.50Helper to plumber/ fitter 0.50 Each 170.00 85.00Male Worker 0.50 Each 150.00 75.00Jointing materials 17% of 207.50 35.28

(a+b) 682.78

c. Add Contractor's Profit & Overhead charges 15% of 682.78 102.42Total (a+b+c) Rate per each 785.20

say 785.20

Materials

1 Each 726.00 726.00

1 Each 1327.00 1327.00

[ ii ] 32mm to 50mm boreDetails for one ferrule

a. Materials32mm dia G.M ferrule cock as per IS:2692-1978 1 Each 1500.00 1500.00

b. Labour for layingPlumber fitter (S) 0.50 Each 190.00 95.00Helper to plumber/ fitter 1.00 Each 170.00 170.00Male Worker 1.00 Each 150.00 150.00Jointing materials 17% of 415.00 70.55

(a+b) 1985.55

c. Add Contractor's Profit & Overhead charges 15% of 1985.55 297.83Total (a+b+c) Rate per each 2283.38

say 2283.40Materials40mm dia G.M ferrule cock as per IS:2692-1978

1 Each 2000.00 2000.0050mm dia G.M ferrule cock as per IS:2692-1978

1 Each 2500.00 2500.00

3.2.14

[ i ] 15mm diameterDetails for 10nos of Brass Screw Down Bib Cocks

a. Materials15mm dia Brass Screw-down Bib Cock = 10 nos

10 Each 165.00 1650.00


Plumber fitter (S) 0.33 Each 190.00 62.70

Helper to plumber/ fitter 0.33 Each 170.00 56.10

Jointing materials 2% of 118.80 2.38

(a+b) 1771.18


say 203.70

Fixing ferrule conforming to IS:2692-1978 of the following nominal bore including drilling the

water main (Cast Iron pipes or pipes with the metal straps) as per Specification complete.

Fixing of Brass Screw-down Bib Cocks (Taps) polished bright conforming to IS:781-1995 of

the following nominal sizes as per specification complete.

20mm dia G.M ferrule cock as per IS:2692-

1978 25mm dia G.M ferrule cock as per IS:2692-

1979

1,50,00,000

8 0.514 𝑋 8 + 0.48

133


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] 20mm dia Brass Screw-down Bib Cock 1 Each 215.00 215.00[ iii ] 25mm dia Brass Screw-down Bib Cock 1 Each 270.00 270.00[ iv ] 15mm dia CP Brass Short Body Bib Cock 1 Each 520.00 520.00[ v ] 15mm dia CP Bib Cock Elbow Action 1 Each 761.00 761.00[ vi ] 15mm dia CP Brass long body Bib Cock 1 Each 638.00 638.00[ vii ] 15mm dia CP flange 1 Each 40.00 40.00[ viii ] 15mm dia CP extension piece - 25mm long 1 Each 80.00 80.00

3.2.15

[ i ] 15mm diameterDetails for 10nos of Brass Push Cocks

a. Materials15mm dia Brass Push Cock = 10 nos 10 Each 170.00 1700.00





(a+b) 1821.18


say 209.40

Materials[ ii ] 20mm dia Brass Push Cock 1 Each 210.00 210.00

3.2.16

[ i ] 15mm diameterDetails for 10 nos of Brass Screw Down Stop Cocks

a. Materials15mm dia Brass Screw-down Stop Cock = 10 nos 10 Each 165.00 1650.00





(a+b) 1833.60


say 210.90

[ ii ] 20mm dia Brass Screw-down Stop Cock 1 Each 215.00 215.00[ iii ] 25mm dia Brass Screw-down Stop Cock 1 Each 270.00 270.00[ iv ] 15mm dia CP Brass Stop Cock 1 Each 480.00 480.00[ v ] 15mm dia CP Brass Concealed Stop Cock 1 Each 600.00 600.00[ vi ] 15mm dia CP Brass Angle Stop Cock 1 Each 480.00 480.00[ vii ] 20mm dia CP Brass Concealed Stop Cock 1 Each 640.00 640.00

[ viii ] 32mm diameterDetails for 10 nos of Brass Screw-down Stop Cocks

a. Materials32mm dia Brass Screw-down Stop Cock = 10 nos

10 Each 420.00 4200.00

Fixing of Brass Push Cock of following nominal sizes as per specification complete.

Fixing of Brass Screw-down Stop Cocks conforming to IS:781-1995 of the following nominal

sizes as per specification complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

134


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48





(a+b) 4475.40


say 514.70

[ v ] 40mm dia Brass Screw-down Stop Cock 1 Each 570.00 570.00[ vi ] 50mm dia Brass Screw-down Stop Cock 1 Each 790.00 790.00

3.2.17

[ i ] 15mm diameterDetails for 10 nos of Brass or Gun Metal Full Way Valves

a. Materials15mm dia Brass or Gun Metal Full Way Valves = 10 nos

10 Each 270.00 2700.00





(a+b) 2883.60


say 331.60

[ ii ] 20mm dia Brass or Gun Metal Full Way Valve1 Each 360.00 360.00

[ iii ] 25mm dia Brass or Gun Metal Full Way Valve1 Each 548.00 548.00

[ iv ] 32mm diameterDetails for 10 nos of Brass or Gun Metal Full Way Valves

a. Materials32mm dia Brass or Gun Metal Full Way Valve = 10 nos

10 Each 820.00 8200.00





(a+b) 8475.40


say 974.70

[ v ] 40mm dia Brass or Gun Metal Full Way Valve1 Each 1080.00 1080.00

[ vi ] 50mm dia Brass or Gun Metal Full Way Valve 1 Each 1640.00 1640.00

Fixing of Brass or Gun Metal Full Way Valve conforming to IS:781-1995 of the following

nominal sizes with wheel as per specification complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

135


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vii ] 65mm diameterDetails for 10 nos of Brass or Gun Metal Full Way Valves

a. Materials65mm dia Brass or Gun Metal Full Way Valve = 10 nos

10 Each 2750.00 27500.00





(a+b) 27867.20


say 3204.70

[ viii ] 80mm dia Brass or Gun Metal Full Way Valve 1 Each 3700.00 3700.00

[ ix ] 100mm dia Brass or Gun Metal Full Way Valve 1 Each 7400.00 7400.00

3.2.18

[ A ]

[ i ] 15mm dia nominal boreDetails for one Ball Valve

a. Materials15mm dia nominal bore brass Ball Valve teflon brass ball & spindle(Horizontal plunger type) = 1 No 1 Each 240.00 240.00

b. Labour for layingPlumber fitter (S) 0.125 Each 190.00 23.75Helper to plumber/fitter 0.125 Each 170.00 21.25


(a+b) 285.90

c. Add Contractor's Profit & Overhead charges 15% of 285.90 42.89Rate per each number 328.79

say 328.80

[ ii ] 20mm dia nominal bore brass Ball Valve teflon brass ball & spindle1 Each 360.00 360.00

[ iii ] 25mm dia nominal bore brass Ball Valve teflon brass ball & spindle1 Each 480.00 480.00

[ iv ] 32mm dia nominal boreDetails for 1 No of Copper or PVC Ball Valve (Horizontal plunger type)

a. Materials32mm dia nominal bore brass Ball Valve teflon brass ball & spindle(Horizontal plunger type) = 1 No 1 Each 820.00 820.00



(a+b) 911.80

c. Add Contractor's Profit & Overhead charges 15% of 911.80 136.77Total (a+b+c) Rate per each number 1048.57

say 1048.60

Fixing of Brass Ball Valve (Horizontal plunger type) conforming to IS 1703-1977 as per


High pressure/Low pressure with copper or PVC floats of the following nominal bore

1,50,00,000

8 0.514 𝑋 8 + 0.48

136


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ v ] 40mm dia nominal bore brass Ball Valve teflon brass ball & spindle1 Each 1040.00 1040.00

[ vi ] 50mm dia nominal bore brass Ball Valve teflon brass ball & spindle1 Each 1620.00 1620.00

3.2.19

[ i ] 25mm dia nominal bore

Details for one number of Gun Metal Check or Non-return Valve

a. Materials25mm dia Gun Metal Check or Non-return Valve

1 Each 330.00 330.00



(a+b) 513.60

c. Add Contractor's Profit & Overhead charges 15% of 513.60 77.04Total (a+b+c) 590.64Rate per each number say 590.60

[ ii ] 32mm dia Gun Metal Check or Non-return Valve1 Each 520.00 520.00

[ iii ] 40mm dia Gun Metal Check or Non-return Valve1 Each 680.00 680.00

[ iv ] 50mm dia Gun Metal Check or Non-return Valve1 Each 1050.00 1050.00

[ v ] 65mm dia nominal boreDetails for one No of Gun Metal Check or Non-return valve

a. Materials65mm dia Gun Metal Check or Non-return Valve

1 Each 1420.00 1420.00



(a+b) 1787.20

c. Add Contractor's Profit & Overhead charges 15% of 1787.20 268.08Total (a+b+c) 2055.28

say 2055.30

[ vi ] 80mm dia Gun Metal Check or Non-return Valve1 Each 2030.00 2030.00

[ vii ] 100mm dia Gun Metal Check or Non-return Valve 1 Each 2900.00 2900.00

Fixing of Gun Metal Check or Non-return Valve Class - I conforming to IS : 5312 (Part-I) -

2004 of the following nominal bore as per specification complete

1,50,00,000

8 0.514 𝑋 8 + 0.48

137


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.3 PLUMBING SOIL WASTE, VENTILATING PIPES & FITTINGS

3.3.1

[ i ] 75mm diameter

A Sand cast iron S&S pipe as per IS: 1729

a. Materials

10.50 Each 890.00 9345.00

Scaffolding LS 120.29Carriage of materials LS 60.17

b. Labour charges Plumber fitter 0.35 Each 190.00 66.50Helper to plumber 0.17 Each 170.00 28.90Male worker 0.7 Each 150.00 105.00


Total (a+b+c) 11184.74Rate per metre = 11,184.74 ÷ 17.42 = 642.06

say 642.10

B Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

a. Materials

10.50 Each 985.00 10342.50Scaffolding LS 120.29Carriage of materials LS 60.17




say 728.80

[ ii ] 100mm diameter

A Sand cast iron S&S pipe as per IS: 1729

a. Materials

10.50 Each 990.00 10395.00

Scaffolding LS 120.29Carriage of materials LS 80.19

Fixing Sand Cast Iron soil waste ventilating pipes and fittings conforming to IS: 1729–2002

or its latest revision/Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989, to

walls with nails, bobbins and wooden plugs as per specification or laying in trenches including

earthwork in excavation in all kinds of soil and refilling of trenches as per specification. (Jointing to

be measured and paid for separately)

S.C.I. soil, waste and vent single socketed pipe

1.80 metres long: 75 mm dia

S.C.I. soil, waste and vent single socketed pipe


Details of cost for 17.42 metres [(1.8mx10)-

(9x0.065m)= 17.415 m say 17.42m]


(9x0.065m) = 16.915 m say 16.92 m]

C.C.I. (spun) socketed soil, waste and vent pipe



(9x0.07m) = 17.37 m]

1,50,00,000

8 0.514 𝑋 8 + 0.48

138


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




say 717.40

B Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989

a. Materials

10.50 Each 1130.00 11865.00Scaffolding LS 120.29Carriage of materials LS 80.19




say 838.80

3.3.2

[ i ] 75mm diameterDetails of cost for 6 metre

a. Materials

6.00 pair 67.00 402.00

1 Each 16.00 16.00Adhesive etc LS 10.07Scaffolding LS 27.70

b. Labour chargesPlumber fitter 0.19 Each 190.00 36.10Helper to plumber 0.08 Each 170.00 13.60Male worker 0.37 Each 150.00 55.50


Total (a+b+c) 645.12Rate per metre = 645.12 ÷ 6.00 = 107.52

say 107.50

Providing and fixing on wall face unplasticised Rigid PVC soil, waste and rain water pipes

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving

10 mm gap for thermal expansion, (i) Single socketed pipes

C.C.I. (spun) socketed soil, waste and vent pipe


75mm dia UPVC single socketed pipe (working

pressure 4 kg / cm²) 75mm dia UPVC pipe (working pressure 4 kg /

cm²) Rubber (Seal) Ring


(9x0.07m) = 16.87m]

1,50,00,000

8 0.514 𝑋 8 + 0.48

139


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] 110mm diameterData for 10metres of U-PVC SWR pipes

a. Materials

6.00 pair 129.00 774.00

1 Each 20.00 20.00Adhesive etc LS 12.01Scaffolding LS 27.70

b. Labour chargesPlumber fitter 0.23 Each 190.00 43.70Helper to plumber 0.11 Each 170.00 18.70Male worker 0.45 Each 150.00 67.50



say 184.70

3.3.3

Coupler

[ i ] 75mmDetails of cost for 1coupler

a. Materials

1 Each 34.00 34.00

2 Each 16.00 32.00Adhesive etc LS 4.07

b. Carriage and fixing charges LS 13.95


Cost per each 96.62Total (a+b+c) say 96.60

110mmDetails of cost for 1coupler

a. Materials

1 Each 52.00 52.00




Total (a+b+c) Cost per each 128.97say 129.00

75mm dia UPVC pipe (working pressure 4 kg /


Providing and fixing on wall face unplasticised-PVC moulded fittings / accessories for unplasticised

Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal expansion



110mm dia UPVC single socketed pipe (working

pressure 4 kg / cm²)



UPVC coupler for UPVC drainage pipes 75mm

UPVC coupler for UPVC drainage pipes 110mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

140


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Single pushfit Coupler

[ iii ] 75mmDetails of cost for 1coupler

a. Materials1 Each 50.00 50.00


b. Carriage and fixing charges LS 13.95100.02

c. Add Contractor's Profit & Overhead charges 15% of 100.02 15.00Total (a+b+c) Cost per each 115.02

say 115.00

[ iv ] 110mmDetails of cost for 1coupler

a. MaterialsUPVC pushfit coupler (single) 110 mm thick 1 Each 81.00 81.00





Single tee with door

[ v ] 75x75x75 mmDetails of cost for 1 tee

a. MaterialsUPVC single equal Tee (with door) 75x75x75 mm 1 Each 115.00 115.00

3 Each 16.00 48.00b. Adhesive, Carriage of material rubber washer etc. including fixing chargesLS 16.03



[ vi ] 110x110x110 mmDetails of cost for 1 tee

a. MaterialsUPVC single equal Tee (with door) 110x110x110 mm 1 Each 180.00 180.00




UPVC pushfit coupler (single) 75 mm thick75mm dia UPVC pipe (working pressure 4 kg /








1,50,00,000

8 0.514 𝑋 8 + 0.48

141


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Single tee without door

[ vii ] 75x75x75 mmDetails of cost for 1 tee

a. MaterialsUPVC single equal Tee (without door) 75x75x75 mm 1 Each 95.00 95.00




[ viii ] 110x110x110 mmDetails of cost for 1 tee

a. MaterialsUPVC single equal Tee (without door) 110x110x110 mm1 Each 128.00 128.00


208.07c. Add Contractor's Profit & Overhead charges 15% of 208.07 31.21


Bend 87.5°

[ ix ] 75mm dia bendDetails of cost for 1 bend

a. MaterialsUPVC bend 87.5° 75 mm bend 1 Each 56.00 56.00





[ x ] 110mm dia bendDetails of cost for 1 bend

a. MaterialsUPVC bend 87.5° 110 mm bend 1 Each 95.00 95.00













1,50,00,000

8 0.514 𝑋 8 + 0.48

142


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Shoe (Plain)

[ xi ] 75 mm dia ShoeDetails of cost for 1 shoe

a. MaterialsUPVC plain shoe 75 mm bend 1 Each 107.00 107.00





[ xii ] 110 mm dia ShoeDetails of cost for 1 shoe

a. MaterialsUPVC plain shoe 110 mm bend 1 Each 207.00 207.00





3.3.4

In Ground Floor[ i ] 75mm diameter

Details of cost for 17 jointsa. Materials

Spun Yarn 1.09 Kg 50.00 54.50Cement 0.08 Qntl 714.00 57.12Sand, Bitumen etc LS 3.30

b. Labour charges Plumber fitter 0.25 Each 190.00 47.50Helper to plumber 0.25 Each 170.00 42.50Male worker 0.16 Each 150.00 24.00Curing & scaffolding etc 10% of 114.00 11.40


Total (a+b+c) 276.37Rate per joint = 276.37 ÷ 17 = 16.26

say 16.30

[ ii ] 100mm diameterDetails of cost for 17 joints

a. MaterialsSpun Yarn 2.18 Kg 50.00 109.00Cement 0.12 Qntl 714.00 85.68Sand, Bitumen etc LS 6.60

Providing cement joints conforming to IS:3114-1994 to sand cast iron/centrifugally cast (spun) iron

spigot and socket, soil waste ventilating pipes and fittings with spun yarn soaked in cement slurry

or bitumen and cement mortar (1:1) as per specification.





1,50,00,000

8 0.514 𝑋 8 + 0.48

143


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour charges Plumber fitter 0.50 Each 190.00 95.00Helper to plumber 0.50 Each 170.00 85.00Male worker 0.50 Each 150.00 75.00Curing & scaffolding etc 10% of 255.00 25.50


Total (a+b+c) 554.05Rate per joint = 554.05 ÷ 17 = 32.59

say 32.60

3.3.5

In Ground Floor[ i ] 50mm diameter

Details of cost for one jointa. Materials

Pig lead 0.77 Kg 150.00 115.50spun yarn 0.06 Kg 50.00 3.00Kerosene oil, fuel and other sundries LS 10.07Carriage of materials LS 2.13

b. Labour charges Plumber fitter 0.04 Each 190.00 7.60Helper to plumber 0.05 Each 170.00 8.50Male worker 0.05 Each 150.00 7.50Scaffolding etc 10% of 23.60 2.36


Total (a+b+c) 180.16say 180.20

[ ii ] 75mm diameterDetails of cost for one joint

a. MaterialsPig lead 0.88 Kg 150.00 132.00spun yarn 0.09 Kg 50.00 4.50Kerosene oil, fuel and other sundries LS 16.08Carriage of materials LS 2.13



Total (a+b+c) 217.76say 217.80

[ iii ] 100mm diameterDetails of cost for one joint

a. MaterialsPig lead 0.98 Kg 150.00 147.00spun yarn 0.11 Kg 50.00 5.50Kerosene oil, fuel and other sundries LS 20.14Carriage of materials LS 2.13

Providing lead caulked joints conforming to IS:3114-1994 to Sand Cast Iron/centrifugally

cast (spun) iron spigot and socket, soil, waste, ventilating pipes and fittings including

testing the joints as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

144


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



Total (a+b+c) 251.08say 251.10

3.3.6

[ i ] 250mm to 375mm thick wallDetails per each

a. MaterialsCement 0.02 Qntl 714.00 14.28Sand LS 0.13Bricks 9 1000 4950.00 44.55

b. Labour charges Mason 1/10 0.10 Each 190.00 19.00Male Mulia 1/5 0.20 Each 150.00 30.00



[ ii ] 375mm to 500mm thick wallDetails per each

a. MaterialsCement 0.025 Qntl 714.00 17.85Sand LS 0.14Bricks 12 1000 4950.00 59.40

b. Labour charges Mason 1/8 0.125 Each 190.00 23.75Male Mulia 1/4 0.25 Each 150.00 37.50



3.3.7

Details per eacha. Materials

Cement 0.015 Qntl 714.00 10.71Sand LS 0.09Chips LS 2.42

b. Labour charges for cutting and aligning Plumber fitter 1/8 0.125 Each 190.00 23.75Labour for redoingMason 1/10 0.10 Each 190.00 19.00Male worker 1/10 0.10 Each 150.00 15.00



Cutting holes through the brick or laterite masonry wall for taking Sand Cast Iron

(SCI) /centrifugally cast (spun) iron pipes and mending good the damages.

Cutting of R.C.C roof or cornice for taking S.C.I or centrifugally cast (spun) iron pipes

and mending good the damages etc all complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

145


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.3.8

Details per eacha. Materials

Cement 0.01 Qntl 714.00 7.14Sand LS 0.04Chips LS 1.45

b. Labour charges for cutting and aligning Plumber fitter I/15 Each 190.00 12.67Labour for redoingMason I/12 Each 190.00 15.83Male worker I/12 Each 150.00 12.50



3.3.9

[ i ] 75mm diameterDetails of cost for 1.828 metre

a. MaterialsK.B. Bricks having crushing strength not less 7 1000 4950.00 34.65than 75kg/cm²Cement 0.0875 Qntl 714.00 62.48Sand LS 0.88

b. Labour for redoingMason 0.125 Each 190.00 23.75Man Mulia 0.125 Each 150.00 18.75



say 88.40

[ ii ] 100mm diameterDetails of cost for 1.828 metre

a. MaterialsK.B. Bricks having crushing strength not less 21 1000 4950.00 103.95than 75kg/cm²Cement 0.13 Qntl 714.00 92.82Sand 1.98

b. Labour for redoingMason 0.25 Each 190.00 47.50Man Mulia 0.50 Each 150.00 75.00



say 202.10

Cutting of R.C.C chajja for taking S.C.I/PVC/C.C.I pipes including mending good the

damages etc all complete.

Cutting by chiselling in brick masonry wall for fixing sand cast iron pipes of following

nominal size and fittings including making good the same with brick work in cement mortar (1:3)

including plastering all complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

146


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4 SANITARY INSTALLATIONS

3.4.1

[ i ] White Glazed vitreous china Squatting Pan - Long pattern size 580 mmDetails of cost for one number

a. Materials580mm size vitreous china water closet squatting pan (Indian type)squatting pan 1 Each 340.00 340.00Cement for 0.12cum cement concrete 0.206 Qntl 714.00 147.08Sand 0.058 Cum 46.00 2.67Metal 0.115 Cum 682.00 78.43

b. Labour chargesPlumber fitter/Mason 0.50 Each 190.00 95.00Male worker (unskilled) 0.50 Each 150.00 75.00



[ ii ] 580 mm x 440mm size white glazed Vitreous China Orissa Pattern squatting pan 1525.00[ iii ] 500 mm x 440mm size white glazed Vitreous China Orissa Pattern squatting pan 1250.00[ iv ] 580 mm x 440mm size coloured glazed Vitreous China Orissa Pattern squatting pan 2365.00[ v ] Salem Stainless steel AISI - 304 (18/8) Orrisa pattern W.C. pan 3630.00

3.4.2


250mm x 130mm x 30mm foot rest 1 pair 90.00 90.00Cement, sand including carriage of materials L.S 12.01

b. Labour chargesPlumber 0.06 Each 190.00 11.40



Details of cost for one numbera. Rate same as per item No. 3.2.2 [ ii ] [Excluding sundries, CP&OHC) 28.34b. 100mm dia SCI 'P' trap 1 Each 263.00 263.00


335.04Total (a+b+c) Cost per each say 335.00

Fixing 100mm size ‘P’ or ‘S’ trap (with horn or without horn) for water closet squatting pan

including jointing the trap with pan in cement mortar (1:1) as per specification.

Fixing in cement mortar (1:3) a pair of white vitreous china 250mm x 130mm x 30mm foot

rest for squatting pan water closet as per specification

Fixing water closet, squatting pan (Indian type W.C pan) conforming to IS 2556 : Part 3-

2004 duly embedded in cement concrete (1:4:8) using hard granite metal 4cm nominal size all

complete as per specification

1,50,00,000

8 0.514 𝑋 8 + 0.48

147


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.4

[ i ] White Vitreous China Wash Down Water Closet (EWC) Details of cost for one number

a. MaterialsWhite Vitreous China EWC Pattern with 'P' trap 1 Each 1225.00 1225.00C.P screws,washers and wooden plugs, White cement finish on cement mortar joint etc L.S 19.95Jointing trap with soil pipe (Rate same as item No 3.2.2 [ii] [Excluding sundries, CP&OHC) 28.34Carriage of materials L.S 20.14

b. Labour chargesPlumber (fitter)/Mason 0.50 Each 190.00 95.00Male worker (unskilled) 0.50 Each 150.00 75.00



[ ii ] White Vitreous China EWC Pattern with 'S' trap 1225.00[ iii ] Coloured Pedestal type W.C. pan 580x440 mm (European type) "P'/'S'trap 1755.00[ iv ] Anglo Indian W.C with 'P'/S''trap plain 2885.00[ v ] Anglo Indian W.C with 'P'/S''trap plain coloured 4110.00[ vi ] Wall mounted water closet 4548.00

3.4.5

[ i ] White Plastic Seat & CoverDetails of cost for one setMaterials

a. White Plastic Seat & Cover with CP brass hinges and rubber buffers 1 Each 310.00 310.00

b. Labour chargesFixing charges including sundries, tools and plant and carriage of tools and plant

L.S 19.95



[ ii ] Black Plastic Seat & Cover with CP brass hinges and rubber buffers1 Each 293.00 293.00

[ iii ] Cloured (other than black & white ) solid plastic seat with lid1 Each 475.00 475.00

3.4.6

A 10 litre capacity - WhiteDetails of cost for one no

a. Materials

Flushing Cistern P.V.C. 10 litre capacity (low level ) (White) ( with fittings, accessories and flush pipe) 1 Each 1195.00 1195.00Carriage of materials LS 7.75

Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle

lever) conforming to IS : 7231, with all fittings and fixtures complete.

Fixing Wash Down Water Closet (European type W.C pan) with integral ‘S’ or ‘P’ trap

conforming to IS 2556 : Part 8-2004, to the floor with wooden plug and chromium plated screws

including jointing the trap with soil pipe in cement mortar (1:1) etc all complete as per

specification. (Seat and cover to be measured and paid for separately)

Fixing plastic seat and cover for wash down water closet with chromium plated brass hinges

and rubber buffers all complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

148


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour charges(Considering 1 fitter and 1 beldar can fix 8 cisterns in one day)Plumber fitter/Mason 0.125 Each 190.00 23.75Male worker (unskilled) 0.125 Each 150.00 18.75



B 10 litre capacity - colouredDetails of cost for one no

a. Materials

Flushing Cistern P.V.C. 10 litre capacity (low level ) (Coloured) ( with fittings, accessories and flush pipe) 1 Each 1365.00 1365.00Carriage of materials LS 10.46

b. Labour charges(Considering 1 fitter and 1 beldar can fix 8 cisterns in one day)Plumber fitter/Mason 0.125 Each 190.00 23.75Male worker (unskilled) 0.125 Each 150.00 18.75



3.4.7

[ i ] 10 litre (full flush) capacity-whiteDetails of cost for one number

a. MaterialsWhite Vitreous china 10 litre (full flush) capacity controlled low level flushingcistern with all fittings 1 Each 1275.00 1275.00Carriage of materials LS 20.14




[ ii ] 10 litre (full flush) capacity-colouredDetails of cost for one number

a. MaterialsColoured Vitreous china 10 litre (full flush) capacity controlled low level flushingcistern with all fittings 1 Each 1400.00 1400.00Carriage of materials LS 20.14




Providing and fixing controlled flush, low level cistern made of vitreous china conforming

to IS 774-2004 with all fittings complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

149


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.8

[ i ] Vitreous China - Flat Back Urinal of 430mm x260mm x350mm sizeDetails of cost for one number

a. MaterialsVitreous China - Flat Back Urinal of 430mm x260mm x350mm size

1 Each 805.00 805.00Carriage of materials L.S 14.14

b. Labour chargesPlumber fitter 0.38 Each 190.00 72.20Male worker (unskilled) 0.38 Each 150.00 57.00



[ ii ] White vitreous china clay half stall urinal flat back 580x380x350 mm 2845.00[ iii ] Angle back 450x375x350 mm with waste fittings as per IS : 2556 1440.00[ iv ] White Vetrious China Waterless Urinal 13208.00[ v ] White vitreous china battery based/AC infrared sensor operated urinal

of approx. size 610 x 390 x 370 mm 12592.75[ vi ] 15mm dia CP urinal spreader 250.00

3.4.9

[ i ] One-seated Urinal 1m x 0.50m x 0.15m sizeDetails of cost for one number

a. MaterialsVitreous china squatting plate urinal 1 Each 740.00 740.00Cement, sand and grit etc L.S 16.08Carriage of materials L.S 19.95

b. Labour chargesPlumber fitter 0.50 Each 190.00 95.00Mason 0.50 Each 190.00 95.00Male worker (unskilled) 1.00 Each 150.00 150.00



3.4.10

[ i ] P.V.C. automatic flushing cistern 5 litreDetails of cost for one number

a. MaterialsP.V.C. automatic flushing cistern 5 litre 1 Each 490.00 490.00Cement, Sand, Wooden plugs etc L.S 28.60

b. Labour chargesPlumber fitter 0.37 Each 190.00 70.30Mason 0.37 Each 190.00 70.30

Fixing bowl pattern urinal conforming to IS 2556 : Part 6-1996 including connecting the urinal of

430x260x350 mm or 340x410x265 mm sizes respectively with waste pipe by means of white lead

mixed with chopped hemp etc all complete as per specification.

Fixing PVC automatic flushing cistern including cutting holes and making good the same all

complete as per specification.

Fixing glazed earthenware squatting plate of size 600mm x 350mm conforming to IS:2556-

Part-6-1995 with integral longitudinal flushing pipe including embedding the plate in 25mm cement

mortar (1:8) laid over 150mm cement concrete (1:4:8) using 40mm hard granite metal all


1,50,00,000

8 0.514 𝑋 8 + 0.48

150


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




[ ii ] P.V.C. automatic flushing cistern 10 litre 530.00

3.4.11

[ i ] Vitreous china flat back wash basin 550x400 mmDetails of cost for one number

a. MaterialsVitreous china flat back wash basin 550x400 mm 1 Each 990.00 990.00C.I. bracket for wash basin and sinks 1 Pair 53.00 53.00Lead, paint , yarn , cement , sand , wooden plugs , screws etc L.S 24.02

b. Labour chargesPlumber fitter 0.33 Each 190.00 62.70Mason 0.33 Each 190.00 62.70Male worker (unskilled) 0.67 Each 150.00 100.50



[ ii ] Vitreous china flat back wash basin 640x510 mm 2500.00

[ iii ] Vitreous china angle back wash basin 600x480 mm 1200.00

[ iv ] Vitreous china angle back wash basin 400x400 mm 950.00

[ v ] Vitreous china flat back wash basin 450x300 mm 685.00

[ vi ] Vitreous china Surgeon type wash basin of size 660x460 mm 995.00

[ vii ] Salem Stainless steel AISI - 304 (18/8) Round basin 405mm X 355 mm 1690.00

[ viii ] Salem Stainless steel AISI - 304 (18/8) Wash basin 530mm X 345 mm 1470.00

[ ix ] Vitreous china flat back wash basin 550x400 mm coloured 1410.00

[ x ] 450mm dia round basin 1640.00

[ xi ] Counter top basin 560 x 455 mm size 1590.00

3.4.12

[ i ] Vitreous china pedestal for wash basinDetails of cost for one number

a. MaterialsVitreous china pedestal for wash basin 1 Each 975.00 975.00White cement mortar and screws L.S 60.05

b. Carriage of materials and fixing charges L.S 60.24



Vitreous china pedestal for wash basin coloured 1390.00

Fixing wash basins with hole for pillar taps conforming to IS 2556 : Part 4-2004 with Cast

Iron or M S brackets painted white including cutting holes in walls and making good the damages

etc all complete as per specification.

Fixing pedestal for wash basin complete recessed at the back for the reception of pipes and

fittings

1,50,00,000

8 0.514 𝑋 8 + 0.48

151


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.13

[ i ] Fire clay kitchen sink: 600x450x250 mmDetails of cost for one number

a. MaterialsFire clay kitchen sink: 600x450x250 mm 1 Each 1350.00 1350.00C I or M S bracket 1 Pair 53.00 53.00Red lead, white lead and gasket L.S 24.02Cement, sand and grit etc L.S 19.95Painting of brackets etc L.S 40.10Carriage of materials L.S 20.14

b. Labour charges for fixing sinkPlumber fitter 0.22 Each 190.00 41.80Mason 0.33 Each 190.00 62.70Male worker (unskilled) 0.56 Each 150.00 84.00



[ ii ] White vitreous china laboratory sink 450x300x150 mm 820.00[ iii ] White vitreous china laboratory sink 600x450x200 mm 1525.00

3.4.14

A

a.

1 Each 5150.00 5150.002 Pair 53.00 106.00

L.S 40.29L.S 40.10L.S 20.14

b.0.22 Each 190.00 41.800.60 Each 190.00 114.000.82 Each 150.00 123.00

(a+b) 5635.33c. 15% of 5635.33 845.30


[ ii ] Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 225 mm 4900.00[ iii ] Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 200 mm 4200.00[ iv ] Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 178 mm 2900.00

Mason Male worker (unskilled)

Add Contractor's Profit & Overhead charges

Stainless steel kitchen sink - with drain

board 510x1040 mm bowl depth 250 mm

Stainless steel kitchen sink - with drain board

510x1040 mm bowl depth 250 mm

Details of cost for one numberMaterials

Painting of brackets etcCarriage of materialsLabour charges for fixing sinkPlumber fitter

Fixing wash kitchen sink conforming to IS 2556 : Part 5-1994 with Cast Iron or M S brackets

painted white including cutting holes in walls and making good the damages etc all complete as

per specification.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I

brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and

making good the walls wherever required

C I or M S bracket Cement, sand and grit etc

1,50,00,000

8 0.514 𝑋 8 + 0.48

152


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

B


1 Each 2950.00 2950.00C I or M S bracket 1 Pair 53.00 53.00Cement, sand and grit etc L.S 20.14Painting of brackets etc L.S 40.10Carriage of materials L.S 20.14




[ ii ] Stainless steel kitchen sink - without drain board 610x510 mm bowl depth 200 mm 2950.00[ iii ] Stainless steel kitchen sink - without drain board 610x460 mm bowl depth 200 mm 2750.00[ iv ] Stainless steel kitchen sink - with drain board 470x420 mm bowl depth 178 mm 2050.00

3.4.15

White glazed fire clay draining board of size 600x450x25 mmDetails of cost for one number

a. MaterialsWhite glazed fire clay draining board of size 600x450x25 mm

1 Each 525.00 525.00C I or M S bracket 1 Pair 53.00 53.00Cement, sand and grit etc L.S 19.95Painting of brackets etc L.S 38.74Carriage of materials L.S 11.62




3.4.16

[ i ] Overall white vitreous enamelled sheet steel bath tub of 1700mmx700mmx440mm sizeDetails of cost for one number

a. MaterialsWhite vitreous enamelled sheet steel bath tub with a pair of detachable feet

1 Each 11300.00 11300.00

Stainless steel kitchen sink - without drain

board 610x510 mm bowl depth 200 mm

Providing and fixing draining board with C.I. brackets including painting of brackets,cutting and

making good the walls wherever required

Fixing one piece construction sheet steel bath tub size 1700mm x 700mm x 440mm

white vitreous enamelled sheet steel inside and painted with enamelled paint of required

shade on outside including integral overflow and with detachable feet all complete as per

specification.

Stainless steel kitchen sink - without drain board 610x510

mm bowl depth 200 mm

1,50,00,000

8 0.514 𝑋 8 + 0.48

153


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour charges Plumber fitter 0.50 Each 190.00 95.00Male worker (unskilled) 1.00 Each 150.00 150.00



3.4.17

[ i ] 100mm inlet and 100mm outlet

A Centrifugally cast (spun) iron S&S as per IS: 3989Details of cost for one number

a. MaterialsCentrifugally cast (spun) iron S&S 100 mm inlet and 100 mm outlet

1 Each 392.00 392.00Cement, sand, grit etc LS 20.14Carriage of materials LS 4.07

b. Labour chargesMason 0.50 Each 190.00 95.00Male worker (unskilled) 0.50 Each 150.00 75.00



B Sand Cast Iron S&S as per IS: 1729Details of cost for one number

a. Materials100 mm S.C.I. trap with 100 mm inlet and 100 mm outlet





[ ii ] 100mm inlet and 75mm outlet

A Centrifugally cast (spun) iron S&S as per IS: 3989Details of cost for one number

a. MaterialsCentrifugally cast (spun) iron S&S 100 mm inlet and 75 mm outlet



(a+b) 618.21

Fixing Cast (Spun) Iron floor traps of the following nominal diameter of outlet of self cleaning

design with sand cast iron screwed down or hinged grating with or without vent arm complete

including cost of cutting and making good the walls and floors all complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

154


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

c. Add Contractor's Profit & Overhead charges 15% of 618.21 92.73Total (a+b+c) Cost per each 710.94

say 710.90

B Sand Cast Iron S&S as per IS: 1729Details of cost for one number

a. Materials100 mm S.C.I. trap with 100 mm inlet and 75 mm outlet





3.4.18

[ i ] C.P.brass chain with 32 mm dia rubber plugDetails of cost for one number

a. MaterialsC.P.brass chain with 32 mm dia rubber plug 1 Each 26.00 26.00




C.P.brass chain with 40 mm dia rubber plug 27.00

3.4.19

[ i ] 32mm diameterDetails of cost for one numberMaterials

a. 32mm dia CP brass trap 1 Each 100.00 100.00b. Carriage of materials and fixing charges L.S 12.01



[ ii ] 40mm dia CP brass trap 125.00

3.4.20

[ i ] 32mm dia Details of cost for one number

a. MaterialsSemi Rigid PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm with PVC waste fittings 1 Each 21.00 21.00

Fixing Chromium Plated brass trap of the following nominal diameter for wash basin and sink

as per specification

Fixing PVC waste pipe of following nominal diameter for wash basin or sink including brass check

nut complete as per specification

Fixing Chromium Plated brass chain 50cm long and rubber plug for sink or wash basin

complete as per specification

1,50,00,000

8 0.514 𝑋 8 + 0.48

155


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48




[ ii ] Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with length not less than 700 mm with PVC waste fittings 27.00

[ iii ] Flexible (coil shaped) PVC waste pipe for sink and wash basin 32 mm dia with length not less than 700 mm with PVC waste fittings 26.00

[ iv ] Flexible (coil shaped) PVC waste pipe for sink and wash basin 40 mm dia with length not less than 700 mm with PVC waste fittings 28.00

3.4.21


a. 15mm dia CP pillar cock 1 Each 540.00 540.00b. Carriage of materials and fixing charges L.S 14.14



[ ii ] 15mm dia CP pillar cock long neck 1 Each 580.00 580.00[ iii ] 15mm dia CP pillar cock elbow action 1 Each 765.00 765.00[ iv ] 15mm dia CP basin mixer 1 Each 1600.00 1600.00[ v ] 15mm dia CP wall mixer 1 Each 1750.00 1750.00

3.4.22


a. Unplasticised P.V.C. connection pipe with brass union 30 cm long 15 mm bore1 Each 26.00 26.00




[ i i] Unplasticised P.V.C. connection pipe with brass union 30 cm long 20 mm bore 33.00[ i ] Unplasticised P.V.C. connection pipe with brass union 45 cm long 15 mm bore 33.00[ i ] Unplasticised P.V.C. connection pipe with brass union 45 cm long 20 mm bore 43.00

Fixing pillar taps capstan head screw down high pressure lettered ‘Hot’ and ‘Cold’ with long

screws, shanks and back nuts of the following nominal bore as per specification

Fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and

supply mains for wash basin complete as per specification

1,50,00,000

8 0.514 𝑋 8 + 0.48

156


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.23


a. 32mm dia CP Brass waste 1 Each 55.00 55.00b. Carriage of materials and fixing charges L.S 2.71



[ ii ] 40mm dia CP Brass waste 62.00

3.4.24

[ i ] 100mm diameterDetails of cost for one shower

a. MaterialsShower rose C.P. brass for 15 to 20 mm inlet 100 mm dia


Plumber fitter (S) 0.07 Each 190.00 13.30Helper to plumber 0.07 Each 170.00 11.90



[ ii ] Shower rose C.P. brass for 15 to 20 mm inlet 150 mm dia 55.00[ iii ] 15mm dia CP revbolving shower 315.00[ iv ] 15mm dia CP telephonic shower 500.00[ v ] 15mm x 150mm long size CP shower arm 150.00[ vi ] 15mm x 225mm long size CP shower arm 180.00

3.4.25

[ i ] CP Toilet paper holderDetails of cost for one number

a. MaterialsCP Toilet paper holder 1 Each 115.00 115.0025mm CP screws 2 100 nos 112.00 2.24Wooden plugs ( specified size ) 2 Each 17.40 34.80Cement,sand and chips L.S 6.39

b. Labour chargesCarpenter 0.12 Each 190.00 22.80Male worker (unskilled) 0.12 Each 150.00 18.00



[ ii ] Vitreous china toilet paper holder of standard size 118.00

Fixing Chromium Plated brass waste of the following nominal diameter for wash basin and sink

as per specification

Fixing Chromium Plated Brass Shower rose with 15mm or 20mm inlet including polishing all


Fixing standard size Chromium Plated brass or glazed porcelain Toilet paper holder fixed

to woden plugs with Chromium Plated brass screws complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

157


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.26

[ i ] 600mm x 450mm bevelled edge mirrorDetails of cost for one number

a. Materials600mm x 450mm bevelled edge mirror 1 Each 290.00 290.00Hard board 6 mm thick 600x450 mm 0.27 Sqm 170.00 45.9025mm CP screws 4 100 nos 112.00 4.48Wooden cleats 4 Each 17.40 69.60Cement,sand and chips & carriage of materials L.S 8.33

b. Labour chargesCarpenter 0.33 Each 190.00 62.70Male worker 0.33 Each 150.00 49.50



[ ii ] Circular shape 450 mm diaDetails of cost for one number

a. MaterialsCircular shape 450 mm dia Mirror with Plastic moulded frame1 Each 390.00 390.00Hard board 6 mm thick 0.22 Sqm 170.00 37.4025mm CP screws 2 100 nos 112.00 2.24Rawl plug 50 mm (designation 10 nos) 2 Each 10.00 20.00Cement,sand and chips & carriage of materials L.S 8.33




[ iii ] Rectangular shape 453x357 mmDetails of cost for one number

a. MaterialsRectangular shape 453x357 mm Mirror with Plastic moulded frame

1 Each 260.00 260.00Hard board 6 mm thick 0.18 Sqm 170.00 30.6025mm CP screws 4 100 nos 112.00 4.48Rawl plug 50 mm (designation 10 nos) 4 Each 10.00 40.00Cement,sand and chips & carriage of materials L.S 8.33




Fixing 600mm x 450mm bevelled edge mirror of superior glass mounted on 6mm thick A.C

sheet or plywood sheet and fixed to wooden plugs with chromium plated brass screws and

washers complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

158


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iv ] Oval shape 450x350 mm (outer dimensions)Details of cost for one number

a. MaterialsOval shape 450x350 mm (outer dimensions) Mirror with Plastic moulded frame





[ v ] Rectangular shape 1500x450 mmDetails of cost for one number

a. MaterialsRectangular shape 1500x450 mm Mirror with Plastic moulded frame





3.4.27

[ i ] Fixing of Glass ShelfDetails of cost for one number

a. Materials600x120 mm glass shelf with anodised aluminium angle frame, C.P. brass brackets and guard rail of standard size 1 Each 130.00 130.00Rawl plug 50 mm (designation 10 nos) 2 Each 10.00 20.0025mm CP screws 4 100 nos 112.00 4.48Cement,sand and chips & carriage of materials L.S 6.20




Fixing standard sized glass-shelf with Chromium Plated brass brackets and guard rails

complete, fixed to woden plugs with Chromium Plated brass screws as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

159


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.28

[ i ] Chromium Plated brass towel railDetails of cost for one number

a. Materials25mmx600mm long CP towel rail 1 Each 700.00 700.0025mm CP screws 6 100 nos 112.00 6.72Wooden plugs ( specified size ) 2 Each 17.40 34.80Cement,sand and chips L.S 6.20




[ ii ] 20mmx600mm long CP towel rail 670.00

3.4.29

[ i ] Chromium Plated brass towel ringDetails of cost for one number

a. MaterialsChromium Plated brass towel ring 1 Each 400.00 400.00




3.4.30


Liquid Soap Container 1 Each 145.00 145.0025mm CP screws 2 100 nos 112.00 2.24Wooden plugs ( specified size ) 2 Each 17.40 34.80Cement,sand and chips L.S 6.20




[ ii ] CP soap holder 90.00[ iii ] CP tooth brush holder 90.00[ iv ] CP double coat hook 225.00

Fixing standard sized Chromium Plated brass towel rail complete with Chromium Plated

brass brackets fixed to wooden plugs with Chromium Plated brass screws, complete as per

specification.

Fixing standard sized Chromium Plated brass towel ring fixed to wooden plugs with Chromium

Plated brass screws, complete as per specification.

Fixing (a) Liquid Soap Container – Glass container or Plastic container with Chromium

Plated brass lid and brackets fixed to wooden plugs with Chromium Plated brass screws or (b)

Chromium Plated brass soap dish complete with Chromium Plated brass brackets fixed to

wooden plugs with Chromium Plated brass screws or (c) white glazed tooth brush holder fixed

to wooden plugs with Chromium Plated brass screws as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

160


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.4.31

[ i ] Fixing of Earthenware ChannelDetails of cost for one piece of 600mm length

a. Materials100mm half round porcelain channel of 600mm length

1 Each 210.00 210.00Granite chips(12mm nominal size) 0.028 Cum 1001.00 28.03Sand 0.014 Cum 46.00 0.64Cement 0.07 Qntl 714.00 49.98White cement 0.45 Kg 17.50 7.88

b. Labour chargesMason 0.50 Each 190.00 95.00Male worker (unskilled) 0.50 Each 150.00 75.00Tile cutter (unskilled) 0.125 Each 150.00 18.75



3.4.32

[ i ] Agaria Marble StoneDetails of cost for one No or 0.375 sqm

a. MaterialsAgaria Marble Stone 1 x 0.75 x0.50 = 0.375 sqmAdd wastage @ 20% = 0.075 sqmTotal = 0.45sqmTable rubbed polished stone 18 mm thick (75x50cm) Agaria Marble stone - 18 mm thick

0.45 Each 1630.00 733.50Cement concrete 1:2:4 for filling LS 32.15

b. Labour for fixing, edge rounding and final polishing LS 64.31


Total (a+b+c) Cost of 0.375 sqm 954.45Cost of 1 sqm 2545.20

say 2545.20[ ii ] Granite Stone of approved shade

Details of cost for one No or 0.375 sqma. Materials

Granite Stone 1 x 0.75 x0.50 = 0.375 sqmAdd wastage @ 20% = 0.075 sqmTotal = 0.45sqmTable rubbed polished stone 18 mm thick (75x50cm) Granite Stone - 18 mm thick

0.45 Each 1825.00 821.25Cement concrete 1:2:4 for filling LS 32.15

b. Labour for fixing, edge rounding and final polishing LS 64.31


Total (a+b+c) Cost of 0.375 sqm 1055.37Cost of 1 sqm 2814.32

say 2814.30

Fixing glazed earthenware half round channel (plain or with stop end) with necessary cement

concrete and finishing with white cement etc all complete as per specification

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size

75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of

appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or

with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal

size) as per direction of Engineer-in-charge and finished smooth

1,50,00,000

8 0.514 𝑋 8 + 0.48

161


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.5 PAINTING

3.5.1 Priming 1 coat with any approved primer

Data for 9.30sqma. Labour

Painter special 0.50 Each 205.00 102.50Man mulia for preparing the surface 0.50 Each 150.00 75.00

177.50b. Add Contractor's Profit & Overhead charges 15% of 177.50 26.63

Total (a+b) 204.13Rate per sqm = 204.13 ÷ 9.30 = 21.95

say 22.00

3.5.2


Painter special 1.25 Each 205.00 256.25Man Mulia 1.00 Each 150.00 150.00Man mulia for preparation of surface 0.10 Each 150.00 15.00



say 52.10

3.5.3


Man Mulia 1.00 Each 150.00 150.00b. Add Contractor's Profit & Overhead charges 15% of 150.00 22.50


say 18.60

3.5.4

In ground floor[ i ] 15mm to 20mm dia

a. MaterialsDetails of cost for 10 metres (Area=0.85 sqm) Primer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm

0.046 litre 118.00 5.43White enamel paint interior @ 1.50 ltr per 10 sqm 0.128 litre 176.00 22.53Add extra due to restricted surface area 5% of 27.96 1.40

b.Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries]

0.85 sqm 64.38 54.72


Painting 2 coat with any approved paint on new wood work/iron work all complete as per

specification.

Coaltaring 1 coat with Coal tar paint all complete as per specification.

Painting two coats with white enamel paint over one coat of priming with red oxide zinc

chrome primer on the external surface of new galvanised mild steel tubes and fittings of

following nominal diameters to give an even shade including preparing the surface and clearing the

surface of all all dirts, dusts and foreign matter as per specification.

Labour charges

1,50,00,000

8 0.514 𝑋 8 + 0.48

162


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Total (a+b+c) 96.69Cost per metre = 96.69 ÷ 10.00 = 9.67

say 9.70

[ ii ] 25mm to 32mm dia

Details of cost for 10metres (Area=1.34 sqm)

a. MaterialsPrimer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm

0.072 litre 118.00 8.50White enamel paint interior @ 1.50 ltr per 10 sqm 0.201 litre 176.00 35.38Add extra due to restricted surface area 5% of 43.88 2.19

b. Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries]. 1.34 sqm 64.38 86.27



say 15.20

[ iii ] 40mm to 50mm diaDetails of cost for 10metres(area=1.89sqm)

a. MaterialsPrimer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm

0.102 litre 118.00 12.04White enamel paint interior @ 1.50 ltr per 10 sqm

0.284 litre 176.00 49.98Add extra due to restricted surface area 5% of 62.02 3.10

b. Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries]

1.89 sqm 64.38 121.68



say 20.10

3.5.5


Details of cost for 10 metres (area = π x 0.06m x 10m =1.89 sqm)

a. MaterialsPrimer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.10 Litre 118.00 11.80Bituminous black anticorrosive paint interior

@ 1.00 ltr per 10 sqm 0.19 Litre 85.00 16.15Add extra due to restricted surface area 5% of 27.95 1.40


1.89 sqm 64.38 121.68

Painting two coats with ready mixed bituminous black anticorrosive paint over a priming coat of

red oxide zinc chrome primer on the external surface of new sand cast iron soil, waste, vent

pipe and fittings of following nominal diameters to give an even shade including preparing the

surface and cleaning of all dirt, dust and other foreign matter all complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

163


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 17.40

[ ii ] 100mm diameterDetails of cost for 10 mtrs(area = π x 0.11m x 10m =3.45 sqm)

a. MaterialsPrimer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.19 Litre 118.00 22.42Bituminous black anticorrosive paint interior

@ 1.00 ltr per 10 sqm 0.345 Litre 85.00 29.33Add extra due to restricted surface area 5% of 51.75 2.59


3.45 sqm 64.38 222.11276.45

c. Add Contractor's Profit & Overhead charges 15% of 276.45 41.47Total (a+b+c) 317.92Cost per metre = 317.92 ÷ 10.00 = 31.79

say 31.80

3.5.6

[ i ] 50mm dia H.C.I pipes and fittingsDetails of cost for 10 metres (Area = Π x 0.05m x 10m =1.57 sqm)

a. MaterialsCoal tar paint @ 0.75 ltr per 10 sqm 0.12 Litre 40.00 4.80Add extra for labour and wastage, sundries due to restricted surface area

5% of 4.80 0.24b. Labour charges

Rate same as item No 3.5.3 [Excluding CP,OHC& sundries]1.57 sqm 16.13 25.32



say 3.50

[ ii ] 100mm dia H.C.I pipes and fittingsDetails of cost for 10 mtrs (area = 3.14 sqm)

a. MaterialsCoal tar paint @ 0.75 ltr/10 sqm 0.24 Litre 40.00 9.60Add extra for labour and wastage,sundries due to restricted surface area

5% of 9.60 0.48b. Labour charges

Rate same as item No 3.5.3 [Excluding CP,OHC& sundries]3.14 sqm 16.13 50.65



say 7.00

Painting one coat to inside surface of H.C.I pipes and fittings of following nominal

diameters with coal tar paint to give an even shade including cleaning of all dirt, dust and other

foreign matter as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

164


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.6 DRAINAGE

3.6.1

[ i ] 100mm x 100mm size Square Mouth Trap P typeDetails of cost for one Gully Trap

a. P.H. Materials100mm x 100mm size SW Gully Trap P type 1 Each 70.00 70.00C.I grating 100mm x 100mm 1 Each 15.00 15.00C.I. cover and frame 300x300 mm inside 1 Each 280.00 280.00Carriage of materials LS 6.70

b. Civil material & Labour chargesCement concrete (1:4:8) using 40mm size hard granite metal [Excluding CP&OHC]Bed = 0.68 x 0.68 x 0.10m = 0.046Around trap = 0.30 x 0.30 x 0.675 = 0.061Deduct -0.345/3x[0.09+0.01+(0.09x0.01)/2] = 0.0153.14/4x(0.124)²x0.47 = 0.006 cum 0.006

0.086 Cum 2524.08 217.07Brick work with K.B bricks of 250mm x 120mm x 80mm having crushing strength not less than 75kg/cm² in cement mortar (1:6)[Excluding CP&OHC]

1.66x0.115x0.675 m = 0.129 cum 0.129 Cum 2940.44 379.32Cement concrete 1:2:4 [Excluding CP&OHC, sundries]

1.66x0.115x0.04 m = 0.008 cum 0.008 Cum 4047.02 32.3812mm thick cement plaster (1:3) finished with a floating coat of neat cement [Excluding CP&OHC, sundries]

½ x 0.358 x (1.20+0.4) = 0.286 Sqm 114.07 32.62(a+b) 1033.09


1188.05Total (a+b+c) Cost of one Gully Trap = say 1188.10

[ ii ] 150mm x 100mm size Square Mouth Trap P typeDetails of cost for one Gully Trap

a. P.H. Materials150mm x 100mm size Square Mouth Trap P type

1 Each 104.00 104.00C.I grating 150mm x 100mm 1 Each 25.00 25.00C.I. cover and frame 300x300 mm inside 1 Each 280.00 280.00

b. Civil material & Labour chargesCarriage of materials LS 6.70Cement concrete (1:4:8) using 40mm size hard granite metal [Excluding CP&OHC]Bed = 0.68 x 0.68 x 0.10m = 0.046Around trap = 0.30 x 0.30 x 0.675 = 0.061Deduct -0.322/3x[0.09+0.023+(0.09x0.023)1/2] = 0.017 0.0173.14/4x(0.124)²x0.485 = 0.006 cum 0.006



1.66x0.115x0.04 m = 0.008 cum 0.008 Cum 4047.02 32.38

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.grating brick

masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of

cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design

1,50,00,000

8 0.514 𝑋 8 + 0.48

165


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

12mm thick cement plaster (1:3) finished with a floating coat of neat cement [Excluding CP&OHC, sundries]

[1/2x0.337x(l.20+0.60)] = 0.303 sqm 0.303 Sqm 114.07 34.56(a+b) 1073.98

Add Contractor's Profit & Overhead charges 15% of 1073.98 161.10

1235.08Total (a+b+c) Cost of one Gully Trap = say 1235.10

[ iii ] 180x150 mm size P typeDetails of cost for one Gully Trap

a. P.H. MaterialsS.W. gully trap P type 180x150 mm 1 Each 195.00 195.00C.I. grating 180x180 mm 1 Each 30.00 30.00C.I. cover and frame 300x300 mm inside 1 Each 280.00 280.00

b. Civil material & Labour chargesCarriage of materials LS 6.70Cement concrete (1:4:8) using 40mm size hard granite metal [Excluding CP&OHC]Bed = 0.68 x 0.68 x 0.10m = 0.046Around trap = 0.30 x 0.30 x 0.675 = 0.061Deduct -0.55/3x[0.09+0.032+(0.09x0.032)/2] = 0.008 0.0083.14/4x(0.182)²x0.70 = 0.018 0.018



1.66x0.115x0.04 m = 0.008 cum 0.008 Cum 4047.02 32.3812mm thick cement plaster (1:3) finished with a floating coat of neat cement [Excluding CP&OHC, sundries]

[1/2x0.166x(l.20+0.72)] = 0.159 sqm 0.159 Sqm 114.07 18.14(a+b) 1145.99


Total (a+b+c) Cost of one Gully Trap = 1317.89say 1317.90

3.6.2

[ i ] For pipes 100 to 250 mm diametera. Civil material & Labour charges

Details of cost for one connectionCement concrete (1:2:4)[Excluding CP&OHC]

0.30x0.30x0.23 m = 0.0207

Less pipe1/2x3.14x0.23x0.23x0.23 = 0.0096

0.0111 0.0111 Cum 4047.02 44.9212mm thick cement plaster (1:3) finished with a floating coat of neat cement [Excluding CP&OHC, sundries]

2x0.35x0.35=0.25 sqm 0.250 Sqm 114.07 28.52b. Labour charges

(For cutting holes average size 30x30 cm in 23 cm thick wall and making channel etc.)Mason (special) 0.12 Each 205.00 24.60Mason( Second class ) 0.12 Each 190.00 22.80

Making connection of drain or sewer line with existing Manhole including breaking into and

making good the walls, floor with cement concrete (1:2:4), cement plastered on both sides with

cement mortar (1:3) finished with a floating coat of neat cement and making necessary channels

with cement concrete (1:2:4) for the drain all complete as per specification.

1,50,00,000

8 0.514 𝑋 8 + 0.48

166


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Male worker unskilled 0.25 Each 150.00 37.50Add for delay and sundries L.S 30.02


Total (a+b+c) 216.61say 216.60

[ ii ] For pipes 250 to 300 mm diametera. Civil material & Labour charges

Details of cost for one connectionCement concrete (1:2:4)[Excluding CP&OHC, sundries]

0.35x0.35x0.30 m = 0.0370

Less pipe1/2x3.14x0.30x0.30x0.30 = 0.0210


2x0.40x0.40 = 0.32 Sqm 114.07 36.50b. Labour charges

(For cutting holes average size 30x30 cm in 23 cm thick wall and making channel etc.)Mason (special) 0.12 Each 205.00 24.60Mason( Second class ) 0.12 Each 190.00 22.80Male worker unskilled 0.25 Each 150.00 37.50Add for delay and sundries L.S 30.80


249.49say 249.50

[ iii ] For pipes 350 to 450 mm diametera. Civil material & Labour charges

Details of cost for one connectionCement concrete (1:2:4)[Excluding CP&OHC, sundries]

0.50x0.50x0.30 m = 0.075 cum 0.0750

Less pipe1/2x3.14x0.45x0.45x0.30 = 0.048 cum 0.0480


2x0.55x0.55 =0.605 sqm 0.605 Sqm 114.07 69.01b. Labour charges

(For cutting holes average size 30x30 cm in 23 cm thick wall and making channel etc.)Mason (special) 0.16 Each 205.00 32.80Mason( Second class ) 0.16 Each 190.00 30.40Male worker unskilled 0.33 Each 150.00 49.50Add for delay and sundries L.S 40.10


Total (a+b+c) 380.74say 380.70

1,50,00,000

8 0.514 𝑋 8 + 0.48

167


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.7 MISCELLANEOUS

3.7.1

[ i ] 15 mm to 40 mm nominal boreDetails of cost for 10 metre

a. Labour chargesMale worker unskilled 1.32 Each 150.00 198.00Dismantling G.I. pipe and stacking etc. LS 53.46


Total (a+b) 289.18Rate per metre = 289.18 ÷ 10 = 28.92

say 28.90[ ii ] Above 40 mm nominal bore

Details of cost for 10 metrea. Labour charges

Male worker unskilled 1.32 Each 150.00 198.00Dismantling G.I. pipe and stacking etc. LS 106.83


Total (a+b) 350.55Rate per metre = 350.55 ÷ 10 = 35.06

say 35.10

3.7.2

[ i ] Up to 150 mm diametera. Materials

Fire wood 0.46 Qntl 385.00 177.10Kerosene oil 0.38 Litre 30.00 11.40

b. Civil material & Labour chargesDetails of cost for 40.26 metre or 11 nos jointsEarth work in excavation for dismantling pipes including refilling of excavated earth1x40.26x0.55x0.75 m= 16.61cumDeduct for pipes of average 100 mm dia=lx40.26x(22/7)/4x(0.018)x(0.018) =0.44cumTotal =16.17cumEarth work in excavation in foundation trenches

16.17 100 Cum 6977.25 1128.22Refilling trenches with excavated materials 16.17 100 Cum 4651.50 752.15

c. Labour chargesHelper to plumber or fitter 0.63 Each 170.00 107.10Male worker unskilled 4.5 Each 150.00 675.00Carriage LS 80.19

(a+b+c) 2742.66d. Add Contractor's Profit & Overhead charges 15% of 2742.66 411.40

Total (a+b+c+d) Cost for 40.26 metre 3154.06Rate per metre = 3,154.06 ÷ 40.26 = 78.34

say 78.30

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out

the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per

direction of Engineer-in-Charge

Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes,

manually / by mechanical means breaking lead caulked joints, melting of lead and making into

blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-

Charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

168


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] Above 150 mm dia upto 300 mm diaa. Materials


b. Civil material & Labour chargesDetails of cost for 40.26 metre or 11 nos jointsEarth work in excavation for dismantling pipes including refilling of excavated earth1x40.26x0.65x0.75 m =19.63cumDeduct for pipes of average 250 mm dialx40.26x(22/7)/4x(0.274)x(0.274)=2.37cumTotal =17.26cumEarth work in excavation in foundation trenches 17.26 Cum 6977.25 1204.27Refilling trenches with excavated materials 17.26 Cum 4651.50 802.85




say 99.20

[ iii ] Above 300 mm diaa. Materials


b. Civil material & Labour chargesDetails of cost for 40.26 metre or 11 nos jointsEarth work in excavation for dismantling pipes including refilling of excavated earth1x40.26x0.85x0.75 m =25.67cumDeduct for pipes of average 250 mm dialx40.26x(22/7)/4x(0.48)x(0.48) =7.29cumT otal =18.38cumEarth work in excavation in foundation trenches 18.38 Cum 6977.25 1282.42Refilling trenches with excavated materials 18.38 Cum 4651.50 854.95




say 127.00

3.7.3

[ i ] Upto 25mm diameter pipesDetails for 30 metres

a. Labour chargesPlumber fitter (S) 0.33 Each 190.00 63.33Helper to plumber/ fitter 1.00 Each 170.00 170.00

233.33

Dismantling G.I or Black Iron pipes and fittings laid over the ground including repairing the

damages

1,50,00,000

8 0.514 𝑋 8 + 0.48

169


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Add Contractor's Profit & Overhead charges 15% of 233.33 35.00Total (a+b) 268.33Rate per metre = 268.33 ÷ 30 = 8.94

say 8.90

[ ii ] 32mm to 40mm dia pipesDetails for 30 metresRate same as per item(I) above 8.94

a. Add extra labour chargesPlumber fitter (S) 0.17 Each 190.00 31.67Helper to plumber/ fitter 0.50 Each 170.00 85.00


Total (a+b) 134.17Extra cost per metre = 134.17 ÷ 30 = 4.47Rate per Mtr = 8.94+4.47= 13.41

say 13.40

3.7.4[ i ] 15mm to 25mm diameter

Details of cost for one numbera. Labour charges

Plumber fitter (S) 0.17 Each 190.00 31.67Helper to plumber/ fitter 0.17 Each 170.00 28.33Painting & yarn L.S 1.58


Total (a+b) Cost per each number 70.82say 70.80

[ ii ] 32mm to 50mm diameterDetails of cost for one number

a. Labour chargesPlumber fitter (S) 0.25 Each 190.00 47.50Helper to plumber/ fitter 0.25 Each 170.00 42.50Painting & yarn L.S 1.58


Total (a+b) Cost per each number 105.32say 105.30

3.7.5

[ i ] Upto 300mm wideDetails of cost for rach

a. Labour charges for cutting Helper to plumber 0.17 Each 170.00 28.33

b. Labour charges for redoing Mason special 0.13 Each 205.00 25.63Male worker (unskilled) 0.25 Each 150.00 37.50Supplying all materials for redoing L.S 13.20


Total (a+b+c) Cost per each number 120.36say 120.40

Cutting the G.I or Black Iron pipes and inserting a fitting.

Cutting the pucca drain for taking GI pipes and making good the damages.

1,50,00,000

8 0.514 𝑋 8 + 0.48

170


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.7.6[ i ] 50mm dia HCI pipes and fittings

Details for 30 metres

a. Labour chargesPlumber fitter 0.50 Each 190.00 95.00Helper to plumber 0.50 Each 170.00 85.00Man mulia (unskilled) 2.00 Each 150.00 300.00Scaffolding charges 10% of 480.00 48.00

528.00


say 20.20

[ ii ] 100mm dia HCI pipes and fittingsDetails for 30 metres

a. Labour chargesPlumber fitter 1.00 Each 190.00 190.00Helper to plumber 1.00 Each 170.00 170.00Man mulia (unskilled) 4.00 Each 150.00 600.00Scaffolding charges 10% of 960.00 96.00

1056.00

b. Add Contractor's Profit & Overhead charges 15% of 1056.00 158.40Total (a+b) 1214.40Rate per metre = 1,214.40 ÷ 30 = 40.48

say 40.50

3.7.7

Details of cost for one number

a. Labour chargesPlumber fitter 0.25 Each 190.00 47.50Man mulia (unskilled) 0.25 Each 150.00 37.50Mending damages to walls and floors L.S 13.20

98.20

b. Add Contractor's Profit & Overhead charges 15% of 98.20 14.73Total (a+b) 112.93

say 112.90

3.7.8Details of cost for one number

a. Labour chargesPlumber fitter 0.125 Each 190.00 23.75Man mulia (unskilled) 0.125 Each 150.00 18.75Mending damages to the walls L.S 3.87

46.37


say 53.30

3.7.9

Details of cost for one number

a. Labour chargesPlumber fitter 0.50 Each 190.00 95.00Man mulia (unskilled) 1.00 Each 150.00 150.00Mending damages to the walls L.S 35.20

280.20

Dismantling HCI pipes and fittings.

Dismantling European or Anglo Indian water closet.

Dismantling mirrors, towel rails etc

Dismantling squatting type water closet and urinal plates etc and mending good the

damages to the floors etc.

1,50,00,000

8 0.514 𝑋 8 + 0.48

171


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 322.20

3.7.10

[ i ] 75 to 80 mm dia pipeDetails of cost for 10 metres

a. Labour chargesMan mulia (unskilled) 0.72 Each 150.00 108.00


say 12.40

[ ii ] 100 mm dia pipeDetails of cost for 10 metres



say 12.80

[ iii ] 150 mm dia pipeDetails of cost for 10 metres



say 13.10

3.7.11

[ i ] Upto 150 mm diameterDetails of cost for 10 metre or 11 nos jointsEarth work in excavation for dismantlingpipes including refilling of excavated earth10.00x0.55x0.75 m =4.125cumDeduct for pipes of average 100 mm dia=1x10x(22/7)/4x(0.118)x(0.118) =0.109cumTotal =4.016cum

a. Labour chargesMan mulia (unskilled) 3.09 Each 150.00 463.50Helper to plumber 0.07 Each 170.00 11.90

475.40


say 54.70

Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the

material within 50 metres lead

Dismantling asbestos cement pressure pipes including excavation and refilling trenches after

taking out the pipes manually / by mechanical means and stacking the pipes within 50 metres lead

as per direction of Engineer-in-Charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

172


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ii ] Above 150 mm diameterDetails of cost for 10 metre or 11 nos jointsEarth work in excavation for dismantlingpipes including refilling of excavated earth10.00x0.65x0.75 m =4.88cumDeduct for pipes of average 250 mm dia= lxl0x(22/7)/4x(0.274)x(0.274)=0.590cumTotal =4.29cum

a. Labour chargesMan mulia (unskilled) 3.76 Each 150.00 564.00Helper to plumber 0.07 Each 170.00 11.90

575.90


say 66.20

3.7.12

[ i ] Details of cost for 1 man holeDemolition of R.C.C. slab1.3x1.2x0.15 m=0.234cumLess cover 0.61x0.455x0.15 m =0.042cum=0.192cum

a. Labour chargesMan mulia (unskilled) 0.64 Each 150.00 96.00Removal of C.I Cover with frame including stacking LS 1.94

97.94


say 112.60

3.7.13

[ i ] Details of cost for 1 man holeDemolition of R.C.C. slab1.1x0.9x0.15 m=0.148cumLess cover 0.61x0.455x0.15 m =0.042cum=0.106cum Say 0.11 cum

a. Labour chargesMan mulia (unskilled) 0.37 Each 150.00 55.50Removal of C.I Cover with frame including stacking LS 0.97

56.47


say 64.90

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes

including demolishing of R.C.C. work manually / by mechanical means and stacking of useful

materials near the site and disposal of unserviceable materials within 50 metres lead as per

direction of Engineer-in-Charge

Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various

sizes including demolishing of R.C.C. work manually / by mechanical means and stacking of useful

materials near the site and disposal of unserviceable materials within 50 metres lead as per

direction of Engineer-in-Charge.

1,50,00,000

8 0.514 𝑋 8 + 0.48

173


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.7.14

[ i ] Details of cost for each

a. Labour chargesPlumber Fitter(S) 0.25 Each 190.00 47.50Man mulia (unskilled) 0.50 Each 150.00 75.00

122.50


say 140.90

3.7.15

[ i ] Upto 150 mm diameterDetails of cost for 10 sluice valves (ace.)100mm

a. Labour chargesPlumber Fitter(S) 0.60 Each 190.00 114.00Helper to plumber 0.40 Each 170.00 68.00Man mulia (unskilled) 1.60 Each 150.00 240.00Removing the R.C.C. cover etc for dismantling sluice valve

LS 133.65555.65

b. Add Contractor's Profit & Overhead charges 15% of 555.65 83.35Total (a+b) 639.00Rate per each = 639.00 ÷ 10 = 63.90

say 63.90

[ ii ] Above 150 mm diameter

Details of cost for 10 sluice valves (ace.)

a. Labour chargesPlumber Fitter(S) 2.40 Each 190.00 456.00Helper to plumber 1.54 Each 170.00 261.80Man mulia (unskilled) 6.40 Each 150.00 960.00Removing the R.C.C. cover etc for dismantling sluice valve

LS 133.651811.45

b. Add Contractor's Profit & Overhead charges 15% of 1811.45 271.72Total (a+b) 2083.17Rate per each = 2,083.17 ÷ 10 = 208.32

say 208.30

3.7.16

[ i ] Details of cost for 10 nos

a. Labour chargesPlumber Fitter(S) 1.50 Each 190.00 285.00Helper to plumber 1.00 Each 170.00 170.00Man mulia (unskilled) 4.00 Each 150.00 600.00

1055.00

b. Add Contractor's Profit & Overhead charges 15% of 1055.00 158.25Total (a+b) 1213.25Rate per each = 1,213.25 ÷ 10 = 121.33

say 121.30

Dismantling of flushing cistern of all types (C.I. /PVC/Vitrous China) including stacking of

useful materials near the site and disposal of unserviceable materials within 50 metres lead.

Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50

metres

Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres

lead.

1,50,00,000

8 0.514 𝑋 8 + 0.48

174


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

3.7.17

[ i ] Details of cost for 1 cum

a. Carriage of rubbish 87.60


say 100.70

3.7.18

[ i ] 80 mm diameter C.I. pipeDetails of cost for 100 metres

a. MaterialBleaching powder3x3.1416/4x(80/10)² x(100x100)/1000x0.5 gms= 754.28 gms Say 0.008 qBleaching powder 0.008 Quintal 1750.00 14.00

b. Labour chargesPlumber Fitter(S) 0.33 Each 190.00 62.70Man mulia (unskilled) 1.31 Each 150.00 196.50Testing of samples LS 14.72

(a+b) 287.92

c. Add Contractor's Profit & Overhead charges 15% of 287.92 43.19Total (a+b+c) 331.11Rate per metre = 331.11 ÷ 100 = 3.31

say 3.30

[ ii ] 100 mm diameter C.I. pipe


a. MaterialBleaching powder3x(3.1416/4)x(100/10)² x(100x100)/1000x0.5 gms= 1178.57 gms Say 0.012 qBleaching powder 0.012 Quintal 1750.00 21.00


(a+b) 300.34


say 3.50

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste

materials by mechanical means, including loading, transporting, unloading to approved

municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all

leads including all lifts involved.

Disinfecting C.I. water mains by flushing with water containing bleaching powder at

0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three

times including getting the sample of water from the disinfected main tested in the municipal

laboratory.

1,50,00,000

8 0.514 𝑋 8 + 0.48

175


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 125 mm diameter C.I. pipe


a. MaterialBleaching powder3x(3.1416/4)x(125/10)² x(100x100)/1000x0.5 gms= 1841.52 gms Say 0.018qBleaching powder 0.018 Quintal 1750.00 31.50


(a+b) 479.13


say 5.50

[ iv ] 150 mm diameter C.I. pipe


a. MaterialBleaching powder3x(3.1416/4)x(150/10)² x(100x100)/1000x0.5 gms= 2651 gms Say 0.027 qBleaching powder 0.027 Quintal 1750.00 47.25


(a+b) 582.14


say 6.70

[ v ] 200 mm diameter C.I. pipe




(a+b) 790.13


say 9.10

1,50,00,000

8 0.514 𝑋 8 + 0.48

176


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ vi ] 250 mm diameter C.I. pipe




(a+b) 1012.25

c. Add Contractor's Profit & Overhead charges 15% of 1012.25 151.84Total (a+b+c) 1164.09Rate per metre = 1,164.09 ÷ 100 = 11.64

say 11.60

[ vii ] 300 mm diameter C.I. pipe




(a+b) 1154.35


say 13.30

[ viii ] 350 mm diameter C.I. pipe




(a+b) 1306.56


say 15.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

177


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ix ] 400 mm diameter C.I. pipe




(a+b) 1473.74


say 17.00

[ x ] 450 mm diameter C.I. pipe




(a+b) 1647.73


say 19.00

[ xi ] 500 mm diameter C.I. pipe




(a+b) 1835.66


say 21.10

1,50,00,000

8 0.514 𝑋 8 + 0.48

178


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ xii ] 600 mm diameter C.I. pipe


a. MaterialBleaching powder3x (3.1416/4)x(600/10)²x(100x100)/100x0.5gms= 42411.5 gms Say 0.424 qBleaching powder 0.424 Quintal 1750.00 742.00


(a+b) 2232.64


say 25.70

3.7.19

[ i ] 80 mm diameter C.I. pipeDetails of cost for 100 metres

a. MaterialBleaching powder 0.003 Quintal 1750.00 5.25


(a+b) 106.24


say 1.20

[ ii ] 100 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 129.49


say 1.50

[ iii ] 125 mm diameter C.I. pipeDetails of cost for 100 metres


b. Labour chargesPlumber Fitter(S) 0.22 Each 190.00 41.80Man mulia (unskilled) 0.66 Each 150.00 99.00

Extra for every operation of disinfecting the C.I. main by flushing with water containing

bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, including

getting the samples of water tested in the municipal laboratory

1,50,00,000

8 0.514 𝑋 8 + 0.48

179


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Testing of samples LS 8.14(a+b) 159.44


say 1.80

[ iv ] 150 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 188.70


say 2.20

[ v ] 200 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 287.92


say 3.30

[ vi ] 250 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 338.83


say 3.90

[ vii ] 300 mm diameter C.I. pipeDetails of cost for 100 metres



1,50,00,000

8 0.514 𝑋 8 + 0.48

180


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 4.50

[ viii ] 350 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 514.06


say 5.90

[ ix ] 400 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 543.98


say 6.30

[ x ] 450 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 626.80


say 7.20

[ xi ] 500 mm diameter C.I. pipeDetails of cost for 100 metres



1,50,00,000

8 0.514 𝑋 8 + 0.48

181


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



say 8.20

[ xii ] 600 mm diameter C.I. pipeDetails of cost for 100 metres



(a+b) 888.49


say 10.20

3.7.20

Data for 4.88 mtrs. a. Labour charges

For cuttingPlumber Fitter(S) 0.125 Each 190.00 23.75Male worker 2 Each 150.00 300.00For redoingMale worker 2.50 Each 150.00 375.00


Total (a+b) 803.56Rate per metre = 803.56 ÷ 4.88 = 164.66

say 164.70

3.7.21

Data for 4.88 mtrs. a. Labour charges

For cuttingPlumber Fitter(S) 0.125 Each 190.00 23.75Male worker 2 Each 150.00 300.00For redoingMale worker 2 Each 150.00 300.00


Total (a+b) 717.31Rate per metre = 717.31 ÷ 4.88 = 146.99

say 147.00

Supplying all materials, labour, T&P and cutting asphalt or bituminous road for taking the

sewer line through and making good to the damages including conveyance of all materials to

worksite, payment of royalty, taxes etc all complete as per specification and direction of the

Engineer in charge

Supplying all materials, labour, T&P and cutting metalled road for taking the sewer line through

and making good to the damages including conveyance of all materials to worksite, payment of

royalty, taxes etc all complete as per specification and direction of the Engineer in charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

182

Section – 4

SEWERAGE

(Sewers and Ancillary Structures)


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

4.1 GLAZED STONEWARE PIPE

4.1.1

[ i ] 100mm diameter


a. Materials:100mm stoneware pipes 60cm long 50 Each 36.00 1800.00Cement for 50 joints @ 1.3 kg per joint 0.65 Qntl 714.00 464.10Fine sand (screened and washed) 0.045 Cum 46.00 2.07Spun Yarn or tarred gasket 4.50 Kg 50.00 225.00Coal tar L.S 18.26

b. Labour for jointing and testingMason (skilled) 2 Each 190.00 380.00Male worker (unskilled) 3 Each 150.00 450.00Bhisti (semiskilled) 1 Each 170.00 170.00

(a+b) 3509.43


say 134.50


a. Materials:150mm stoneware pipes 60cm long 50 Each 53.00 2650.00Cement for 50 joints @ 1.94 kg per joint 0.97 Qntl 714.00 692.58Fine sand (screened and washed) 0.068 Cum 46.00 3.13Spun Yarn or tarred gasket @ 0.18 per joint x 50 kg

9.00 Kg 50.00 450.00Coal tar L.S 36.63

b. Labour for jointing and testingMason (skilled) 3 Each 190.00 570.00Male worker (unskilled) 4 Each 150.00 600.00Bhisti (semiskilled) 1 Each 170.00 170.00

(a+b) 5172.34


say 198.30



12.00 Kg 50.00 600.00Coal tar L.S 48.84

Laying in trenches (to level or slope) and jointing with provision of stiff mixture of cement

mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade-A of the following internal

diameters including testing of pipes and joints complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

183


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

b. Labour for jointing and testingMason (skilled) 3.50 Each 190.00 665.00Male worker (unskilled) 4.50 Each 150.00 675.00Bhisti (semiskilled) 1.25 Each 170.00 212.50

(a+b) 7683.68


say 294.50



15 Kg 50.00 750.00Coal tar L.S 61.05


(a+b) 10407.93


say 399.00



18 Kg 50.00 900.00Coal tar L.S 73.26


(a+b) 13969.68


say 535.50[ vi ] 350mm diameter


a. Materials:350mm stoneware pipes 60cm long = 50nos 50 Each 260.00 13000.00Cement for 50 joints @ 4.54 kg per joint 2.27 Qntl 714.00 1620.78Fine sand (screened and washed) 0.159 Cum 46.00 7.31Spun Yarn or tarred gasket @ 0.42 per joint x 50 kg

21.00 Kg 50.00 1050.00Coal tar L.S 85.47

1,50,00,000

8 0.514 𝑋 8 + 0.48

184


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


(a+b) 18156.06


say 617.20

4.1.2

[A] TYPE- A 1 STANDARD BEDDING

Trench depth upto 1.20 metres[ i ] 100mm diameter

Details of cost for 10 metresCement concrete ( 1:4:8)

10m x 0.424 x 0.112 = 0.475 Cum 2902.69 1378.78Rate per metre = 1,378.78 ÷ 10 = 137.88

say 137.90

[ ii ] 150mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)


say 229.90

[ iii ] 200mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)


say 256.30

[ iv ] 250mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)


say 291.10

[ v ] 300mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)





say 371.00

Providing and laying in trench cement concrete ( 1:4:8 ) with 40mm size hard granite metal in

the following type of bedding for salt-glazed stoneware pipes of the following internal diameter

including curing complete as per specification

1,50,00,000

8 0.514 𝑋 8 + 0.48

185


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[B] TYPE- A 2 STANDARD BEDDING

Trench depth more than 1.20 metres[ i ] 100mm diameter



say 170.40

[ ii ] 150mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)


say 277.80

[ iii ] 200mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)


say 304.50

[ iv ] 250mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)


say 340.50

[ v ] 300mm diameterDetails of cost for 10 metresCement concrete ( 1:4:8)





say 423.20

4.1.3

[A] TYPE- B 1 STANDARD BEDDING IN THE HUNCHING:


Details of cost for 10 metresHere = d = 0.10 m t = 0.012 m D = 0.124 m w = 0.424 m


the following type of hunching salt-glazed stoneware pipes of the following internal diameters

including concrete for bedding and curing complete as per PH specification and drawing.

1,50,00,000

8 0.514 𝑋 8 + 0.48

186


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Φ = 73° T = 0.10 m F = 0.059 mRectangular portion 10x0.424x0.162= 0.687Triangular sides 2x10x0.212x0.059/2= 0.125

0.812Deduct for pipeSemi-circular base ½x0.0121x10=(-) 0.061Segments 2x0.0121x73/360x10=(-) 0.049

Net quantity 0.702 Cum 2902.69 2037.69Rate per metre = 2,037.69 ÷ 10 = 203.77

say 203.80

[ ii ] 150mm diameterDetails of cost for 10 metresHere = d = 0.15 m

t = 0.015 mD = 0.18 mw = 0.48 m Φ = 68° T = 0.15 mF = 0.083 m

Rectangular portion 10x0.48x0.24= 1.152Triangular sides 2x10x0.24x0.083/2= 0.199

1.351Deduct for pipeSemi-circular base ½x0.026x10=(-) 0.130Segments 2x0.026x68/360x10=(-) 0.098


say 326.00

[ iii ] 200mm diameterDetails of cost for 10 metresHere = d = 0.20 m

t = 0.016 mD = 0.232 mw = 0.532 m Φ = 64° T = 0.15 mF = 0.105 m


1.694Deduct for pipeSemi-circular base ½xΠ/4(0.232)²x10=(-)

½x0.042x10=(-) 0.211Segments 2x0.042x64/360x10=(-) 0.149


say 387.20

[ iv ] 250mm diameterDetails of cost for 10 metresHere = d = 0.25 m

t = 0.02 mD = 0.29 m

1,50,00,000

8 0.514 𝑋 8 + 0.48

187


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

w = 0.59 m Φ = 61° T = 0.15 mF = 0.127 m



½x0.066x10=(-) 0.33Segments 2x0.066x61/360x10=(-) 0.224


say 453.40

[ v ] 300mm diameterDetails of cost for 10 metresHere = d = 0.30 m

t = 0.025 mD = 0.35 mw = 0.65 m Φ = 57° T = 0.15 mF = 0.147 m

Rectangular portion 10x0.65x0.325= 2.113Triangular portion 2x10x0.325x0.147/2= 0.478


½x0.096x10=(-) 0.480Segments 2x0.096x57/360x10=(-) 0.304



Details of cost for 10 metresHere = d = 0.35 m

t = 0.030 mD = 0.41 mw = 0.71 m Φ = 55° T = 0.15 mF = 0.167 m



½x0.132x10=(-) 0.66Segments 2x0.132x55/360x10=(-) 0.403


say 603.50

1,50,00,000

8 0.514 𝑋 8 + 0.48

188


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ B ] TYPE- B 2 STANDARD BEDDING


Details of cost for 10 metresHere = d = 0.10 m t = 0.012 m D = 0.124 m w = 0.524 m Φ = 76° T = 0.10 m F = 0.060 mRectangular portion 10x0.524x0.162= 0.849Triangular sides 2x10x0.262x0.060/2= 0.157

1.006Deduct for pipeSemi-circular base ½xΠ/4(0.124)²x10

½x0.012x10=(-) 0.06Segments 2x0.012x76/360x10=(-) 0.051


say 259.80

[ ii ] 150mm diameterDetails of cost for 10 metresHere = d = 0.15 m

t = 0.015 mD = 0.18 mw = 0.58 m Φ = 72° T = 0.15 mF = 0.086 m



½x0.025x10=(-) 0.127Segments 2x0.025x72/360x10=(-) 0.100


say 410.40

[ iii ] 200mm diameterDetails of cost for 10 metresHere = d = 0.20 m

t = 0.016 mD = 0.232 mw = 0.632 m Φ = 68° T = 0.15 mF = 0.108 m


2.022

1,50,00,000

8 0.514 𝑋 8 + 0.48

189


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Deduct for pipeSemi-circular base ½xΠ/4(0.232)²x10

½x0.042x10=(-) 0.211Segments 2x0.042x68/360x10=(-) 0.159


say 479.50

[ iv ] 250mm diameterDetails of cost for 10 metresHere = d = 0.25 m

t = 0.02 mD = 0.29 mw = 0.69 m Φ = 65° T = 0.15 mF = 0.132 m



½x0.066x10=(-) 0.33Segments 2x0.066x65/360x10=(-) 0.238


say 558.20

[ v ] 300mm diameterDetails of cost for 10 metresHere = d = 0.30 m

t = 0.025 mD = 0.35 mw = 0.75 m Φ = 62° T = 0.15 mF = 0.155 m



½x0.096x10=(-) 0.481Segments 2x0.096x62/360x10=(-) 0.331



Details of cost for 10 metresHere = d = 0.35 m

t = 0.030 mD = 0.41 mw = 0.81 m Φ = 60° T = 0.15 mF = 0.177 m

1,50,00,000

8 0.514 𝑋 8 + 0.48

190


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



½x0.132x10=(-) 0.660Segments 2x0.132x60/360x10=(-) 0.440


say 723.60

4.1.4

[A] TYPE- C 1 STANDARD BEDDING :


Details of cost for 10 metresHere = D = 0.124 m W = 0.424 m Y = 0.212 m

S = 0.162 m t = 0.012 m

Rectangular portion 10x0.424x0.162= 0.687Seme-circular top portion 10x½Πx(0.212)²= 0.706Deduct for pipe 10xΠ/4x(0.124)²=( - ) 0.121Net quantity 1.272 Cum 2902.69 3692.22Rate per metre = 3,692.22 ÷ 10 = 369.22

say 369.20

[ ii ] 150mm diameterDetails of cost for 10 metresHere D = 0.18 m W = 0.48 m Y = 0.24 m

S = 0.24 m t = 0.015 m


say 523.40

[ iii ] 200mm diameterDetails of cost for 10 metresHere D = 0.232 m W = 0.532 m Y = 0.266 m

S = 0.266 m t = 0.016 m


the following type of surrounding or encasing salt-glazed stoneware pipes of the following internal

diameter including concrete for bedding and curing complete as per PH specification

1,50,00,000

8 0.514 𝑋 8 + 0.48

191


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 610.40

[ iv ] 250mm diameterDetails of cost for 10 metresHere D = 0.29 m W = 0.59 m Y = 0.295 m S = 0.295 m

t = 0.02 mRectangular portion 10x0.59x0.295= 1.741Seme-circular top portion 10x½Πx(0.295)²= 1.367Deduct for pipe 10xΠ/4x(0.29)²=( - ) 0.661Net quantity 2.447 Cum 2902.69 7102.88Rate per metre = 7,102.88 ÷ 10 = 710.29

say 710.30

[ v ] 300mm diameterDetails of cost for 10 metresHere D = 0.35 m W = 0.65 m Y = 0.325 m S = 0.325 m



Details of cost for 10 metresHere D = 0.41 m W = 0.71 m Y = 0.355 m S = 0.355 m


say 923.40

[ B ] TYPE- C 2 STANDARD BEDDING :


Details of cost for 10 metresHere D = 0.124 m W = 0.524 m Y = 0.262 m

S = 0.162 m t = 0.012 m

1,50,00,000

8 0.514 𝑋 8 + 0.48

192


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Rectangular portion 10x0.524x0.162= 0.849Semi-circular portion 10x½Πx(0.262)²= 1.078Deduct for pipe 10xΠ/4x(0.124)²=( - ) 0.121Net quantity 1.806 Cum 2902.69 5242.26Rate per metre = 5,242.26 ÷ 10 = 524.23

say 524.20

[ ii ] 150mm diameterDetails of cost for 10 metresHere D = 0.18 m W = 0.58 m Y = 0.29 m

S = 0.24 m t = 0.015 m


say 713.80

[ iii ] 200mm diameterDetails of cost for 10 metresHere D = 0.232 m W = 0.632 m Y = 0.316 m

S = 0.266 m t = 0.016 m


say 820.60

[ iv ] 250mm diameterDetails of cost for 10 metresHere D = 0.29 m W = 0.69 m Y = 0.345 m S = 0.295 m

t = 0.02 mRectangular portion 10x0.69x0.295= 2.036Semi-circular portion 10x½Πx(0.345)²= 1.87Deduct for pipe 10xΠ/4x(0.29)²=( - ) 0.661Net quantity 3.245 Cum 2902.69 9419.23Rate per metre = 9,419.23 ÷ 10 = 941.92

say 941.90

[ v ] 300mm diameterDetails of cost for 10 metresHere D = 0.35 m W = 0.75 m Y = 0.375 m S = 0.325 m

t = 0.025 m

1,50,00,000

8 0.514 𝑋 8 + 0.48

193


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 1069.60

[ vi ] 350mm diameterDetails of cost for 10 metresHere D = 0.41 m W = 0.81 m Y = 0.405 m S = 0.355 m

t = 0.03 mRectangular portion 10x0.81x0.355= 2.876Semi-circular portion 10x½Πx(0.405)²= 2.576Deduct for pipe 10xΠ/4x(0.41)²=( - ) 1.32Net quantity 4.132 Cum 2902.69 11993.92Rate per metre = 11,993.92 ÷ 10 = 1199.39

say 1199.40

4.1.5

[ A ]

[ i ] 100mm diameter Not applicable

[ ii ] 150mm diameter Not applicable

[ iii ] 200mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.226 Cum 2902.69 656.01Rate per metre = 656.01 ÷ 10 = 65.60

say 65.60

[ iv ] 250mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.295 Cum 2902.69 856.29Rate per metre = 856.29 ÷ 10 = 85.63

say 85.60

[ v ] 300mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.325 Cum 2902.69 943.37Rate per metre = 943.37 ÷ 10 = 94.34

say 94.30

[ vi ] 350mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.355 Cum 2902.69 1030.45Rate per metre = 1,030.45 ÷ 10 = 103.05

say 103.10

Extra over item Nos 4.1.2, 4.1.3 and 4.1.4

For every additional thickness of 50mm or part thereof on such

standard bedding. (Applicable for trench depth up to 1.2 metres)

1,50,00,000

8 0.514 𝑋 8 + 0.48

194


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ B ]

[ i ] 100mm diameter Not applicable

[ ii ] 150mm diameter Not applicable

[ iii ] 200mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.316 Cum 2902.69 917.25Rate per metre = 917.25 ÷ 10 = 91.73

say 91.70

[ iv ] 250mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.345 Cum 2902.69 1001.43Rate per metre = 1,001.43 ÷ 10 = 100.14

say 100.10

[ v ] 300mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.375 Cum 2902.69 1088.51Rate per metre = 1,088.51 ÷ 10 = 108.85

say 108.90

[ vi ] 350mm diameterDetails of cost for 10 metresCement concrete (1:4:8)Quantity of concrete = 0.405 Cum 2902.69 1175.59Rate per metre = 1,175.59 ÷ 10 = 117.56

say 117.60

4.1.6

[ i ] 100mm diameterDetails of cost for 30 metresExtra for watering and lowering of pipesLabour charges

a. Male worker (unskilled) 1.50 Each 150.00 225.00b. Add Contractor's Profit & Overhead charges 15% of 225.00 33.75

258.75Rate per metre = 258.75 ÷ 30 = 8.63

say 8.60

[ ii ] 150mm diameterDetails of cost for 30 metresExtra for watering and lowering of pipesLabour charges


517.50Rate per metre = 517.50 ÷ 30 = 17.25

say 17.30

For every additional thickness of 50mm or part thereof over standard bedding. (Applicable

for trench depth more than 1.2 metres)

Extra over item Nos 4.1.1 for every additional depth of 0.30m or part thereof beyond the

initial lift of 1.50 metre for watering and lowering of pipes.

1,50,00,000

8 0.514 𝑋 8 + 0.48

195


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 200mm diameterDetails of cost for 30 metresExtra for watering and lowering of pipesLabour charges


690.00Rate per metre = 690.00 ÷ 30 = 23.00

say 23.00

[ iv ] 250mm diameterDetails of cost for 30 metresExtra for watering and lowering of pipesLabour charges


862.50Rate per metre = 862.50 ÷ 30 = 28.75

say 28.80

[ v ] 300mm diameterDetails of cost for 30 metresExtra for watering and lowering of pipesLabour charges


862.50Rate per metre = 862.50 ÷ 30 = 28.75

say 28.80

[ vi ] 350mm diameterDetails of cost for 30 metresExtra for watering and lowering of pipesLabour charges

a. Male worker (unskilled) 6.75 Each 150.00 1012.50b. Add Contractor's Profit & Overhead charges 15% 1012.50 151.88

1164.38Rate per metre = 1,164.38 ÷ 30 = 38.81

say 38.80

1,50,00,000

8 0.514 𝑋 8 + 0.48

196


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

4.2 ANCILLARY STRUCTURES (MANHOLES)

4.2.1

[A] Plain Manholes inside size 900mm x 800mm and 450mm deep - Type A

(i)

Details of cost for one Manholea. Earthwork in excavation in all kinds of soil[Excluding CP&OHC)

1.55m x 1.45m x 0.45m= 1.011 100 Cum 6977.25 70.54b. Cement concrete (1:4:8) using 40mm size hard granite metal on bed[Excluding CP&OHC)

1.55m x 1.45m x 0.20m= 0.450 Cum 2524.08 1135.84

c.

4.40m x 0.25m x 0.35m= 0.385 Cum 3032.54 1167.53d. Cement concrete (1:2:4) using 12mm size h.g chips for benching [Excluding CP&OHC)

2 x 0.90m x 0.80m/2 x (0.30m+0.20m)/2= 0.180Less pipe=1 x 0.90m x P/4 x 0.15m x 0.15m = 0.016

0.164 Cum 4047.02 663.71e. 12mm thick cement plaster (1:3) with neat cement punning to inside face [Excluding CP&OHC]

3.40m x 0.05m = 0.172 x 1/2 x 0.80m x 0.10m = 0.08

0.25 Sqm 114.07 28.52f. 12mm thick cement plaster (1:3) to outside [Excluding CP&OHC)

5.40m x 0.35m = 1.89 Sqm 96.34 182.08g. R.C.C (1:2:4) using 12mm size h.g chips for slab [Excluding CP&OHC)

1.40m x 1.30m x 0.15m = 0.273Less cover 0.61m x 0.455m x 0.15 = ( - ) 0.042

0.231 Cum 4047.02 934.86

h.

Inside area = 0.90m x 0.80m = 0.720Less cover = 0.61m x 0.455m = (-) 0.278

0.442Shuttering = 5.40m x 0.15m = 0.810(0.61m+0.45m)0.15m= 0.159

1.411 1.411 Sqm 258.68 365.00i. M.S reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including

cutting, bending, binding and tying the grills including cost of binding wire[Excluding CP&OHC)0.23Qtl @1Qtl per cum 0.23 Qntl 5769.58 1327.00

j. Extra labour for making channelMason (Special) 0.06 Each 205.00 12.30Mason (2nd class) 0.06 Each 190.00 11.40

k. Cost of Cast iron Manhole cover with frame 455mm x 610mm (inside)=38kg1.00 Each 1415.00 1415.00

7313.78

Constructing manholes with R.C.C top slab in (1:2:4) mix, foundation concrete (1:4:8), inside

plaster 12mm thick with cement mortar (1:3) finished with neat cement punning, 12mm thick

outside cement plaster (1:3), brick work with K.B bricks having crushing strength not less than

75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5), cement concrete

(1:2:4) finished smooth using 12mm size h.g chips, earthwork in excavation in all kinds of soil and

refilling the cavity around the chamber complete as per specification.

Brickwork with K.B bricks (25 Cm x 12 Cm x 8 Cm) having crushing strength not

less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5)

in F&P [Excluding CP&OHC)

With Cast Iron Manhole cover and frame ( light duty rectangular type) 450mm x

610mm internal dimension total weight of cover and frame to be not less than 38 kg

(weight of cover 23 kg and weight of frame 15 kg)

Rigid and smooth centering and shuttering for RCC works including false work and

dismantling them after casting including cost of materials complete.[Excluding

CP&OHC)

1,50,00,000

8 0.514 𝑋 8 + 0.48

197


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

l. Add Contractor's Profit & Overhead charges 15% of 7313.78 1097.078410.85

say 8410.90

(ii)

Details of cost of one manhole with Cast Iron Manhole cover (excluding cost of cover)--rate same as in item No.4.2.1 [A] (i) from a to j 5898.78

a. Extra cost of reinforced cement concrete 1:2:4 with 12mm hg chips for slab0.61m x 0.455m x 0.10m = 0.028 Cum 4047.02 113.32

b. M.S reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including cutting, bending, binding and tying the grills including cost of binding wire0.81m x 0.655m x 0.10m= 0.053 Qntl 5769.58 305.79


7265.57say 7265.60

(B)

(i)

Details of cost for one Manholea. Earthwork in excavation in all kinds of soil

1.85m x 1.55m x 0.90m = 2.581 100Cum 6977.25 180.08b. Cement concrete (1:4:8) using 40mm size hard granite metal on bed

1.85m x 1.55m x 0.20m = 0.574 Cum 2524.08 1448.82

c.

2 x 1.70m x 0.25m x 0.80m = 0.6802 x 0.90m x 0.25m x 0.80m = 0.360Less pipe = 2 x 0.25m x Π/4 x (0.15)² = 0.009

1.031 Cum 3032.54 3126.55d. Cement concrete (1:2:4) using 12mm size h.g chips for benching

2 x 1.20m x 0.90m/2 x (0.30m+0.20m)/2= 0.270Less pipe=1 x 1.00m x Π/4 x (0.15)² = 0.018

0.252 Cum 4047.02 1019.85e. 12mm thick cement plaster (1:3) with neat cement punning to inside face

4.20m x 0.50m = 2.102 x 1/2 x 0.90m x 0.10m = 0.09

2.19 Sqm 114.07 249.81f. 12mm thick cement plaster (1:3) to outside

6.20m x 0.80m = 4.96 Sqm 96.34 477.85g. R.C.C (1:2:4) using 12mm size h.g chips for slab

1.70m x 1.40m x 0.15m = 0.357Less coverΠ/4 x (0.56)² x 0.15m = 0.037

0.320 Cum 4047.02 1295.05h.

0.32Qtl @1Qtl per cum 0.32 Qntl 5769.58 1846.27

Rectangular Manhole inside size 1200mm x 900mm and 900mm deep - Type - B

With Cast Iron Manhole cover and frame (medium duty) 560mm internal diameter total

weight of cover and frame to be not less than 128 kg (weight of cover 64 kg and weight of frame

64 kg)

M.S reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab

including cutting, bending, binding and tying the grills including cost

of binding wire

With RCC precast cover (1:2:4) with 12mm size hg chips of cover 810mm x 655mm and 100mm

thick to be provided over a clear opening of 455mm x 610mm in the manhole slab.



in F&P

1,50,00,000

8 0.514 𝑋 8 + 0.48

198


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

i.

Inside area = 1.20m x 0.90m = 1.08Less cover = Π/4 x (0.56)² = (-) 0.246

0.834Shuttering=2(1.70m+1.40m)x0.15m= 0.93Πx0.56mx0.15m= 0.264

2.028 2.028 Sqm 258.68 524.60j. Extra labour for making channel

Mason (Special) 0.08 Each 205.00 16.40Mason (2nd class) 0.08 Each 190.00 15.20

k. Cost of Cast Iron Manhole cover and frame (medium duty) 560mm internal diameter = 128kg 1 Each 4435.00 4435.00

14635.48l. Add Contractor's Profit & Overhead charges 15% of 14635.48 2195.32

Cost for one Manhole 16830.80say 16830.80

(ii)

a.

10200.48

b. Extra cost of cement concrete (1:1½:3) with 12mm hg chips for cover slabΠ/4 x (0.76)² x 0.10m = 0.045 Cum 4803.86 216.17

c.

0.045 Qntl 5769.58 259.6310676.28

d. Add Contractor's Profit & Overhead charges 15% of 10676.28 1601.4412277.72

say 12277.70

4.2.2

[A] 2.45 metre deep Manhole - Type - C

(i)

Details of cost of one Manholea. Earthwork in excavation in all kinds of soil within initial lead and lift

2.45m x 1.95m x 1.50m = 7.17 100 Cum 6977.25 499.99b. Earthwork in excavation in all kinds of soil with first extra lift

2.45m x 1.95m x 1.15m = 5.49 100 Cum 7592.25 417.12c. Cement concrete (1:4:8) using 40mm size hard granite metal on bed

With RCC precast cover (1:1½:3) with 12mm size hg chips of cover 760mm diameter and

100mm thick with lifting arrangement to be provided over a clear opening of 560mm diameter in

the manhole slab.

Constructing brick masonry arched type Manhole 1400mm x 900mm inside size at bottom

up to crown of the arch and 600mm x 900mm inside size above the crown of the arch with K.B

bricks having crushing strength not less than 75 kg/cm² with dimensional tolerance ± 8 percent in

cement mortar 1:5, arch work with Ist class K.B bricks having crushing strength not less than 75

kg/cm² with dimensional tolerance ± 8 percent in cement mortar 1:3, inside cement plaster 12mm

thick with cement mortar 1:3 with neat cement punning above the benching level, outside cement

plaster 1:3, RCC top slab 1:2:4, foundation concrete (1:4:8) using 40mm size hard granite metal

and making channels in cement concrete (1:2:4) using 12mm size h.g chips, earthwork in

excavation in all kinds of soil and refilling the cavity around the chamber finished smooth including

watering, curing etc all complete as per specification.

M.S reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including

cutting, bending, binding and tying the grills including cost of binding wire

Details of cost of one manhole with Cast Iron manhole cover (excluding cost of

cover)--rate as above from a to j

With Cast Iron Manhole cover and frame (Medium duty) 560mm internal

diameter total weight of cover and frame to be not less than 128kg (weight of cover

64kg and weight of frame 64 kg)


dismantling them after casting including cost of materials complete.

1,50,00,000

8 0.514 𝑋 8 + 0.48

199


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

2.45m x 1.95m x 0.20m = 0.956 Cum 2524.08 2413.02

d.

6.10m x 0.37m x 1.20m = 2.7084.0m x 0.25m x 1.15m = 1.150

3.858Deduct arch = π/2 x 1.15 x 0.25 x 0.25 = ( - ) 0.113Deduct pipe portion = 2 x π/4 x 0.15 x 0.15 x 0.375 = ( - ) 0.013Net quantity 3.732 Cum 3032.54 11317.44

e.

π/2 x 1.15m x 1.05m x 0.25m= 0.474 Cum 3476.45 1647.84f. Cement concrete (1:2:4) using 12mm size h.g chips for benching

2 x 1.40m x 0.90m/2 x (0.30m+0.20m)/2 = 0.315Less pipe=1.40m x π/4 x 0.15² = ( - ) 0.025

0.290 Cum 4047.02 1173.64g. 12mm thick cement plaster (1:3) with neat cement punning to inside face

4.60m x 0.90m = 4.142 x ½ x 0.90 x 0.10 = 0.09π/2 x 0.90 x 0.80 = 1.1313.00 x 0.15 = 3.45

8.811 Sqm 114.07 1005.07h. 12mm thick cement plaster (1:3) to outside

7.60m x 1.20m = 9.125.00m x 1.15m = 5.75π/2 x 1.40 x 0.80 = 1.759

16.629 Sqm 96.34 1602.04i. R.C.C (1:2:4) using 12mm size h.g chips for slab

1.40m x 1.10m x 0.15m = 0.231Less cover π/4 x 0.56²m x 0.15m= ( - ) 0.037

0.194 Cum 4047.02 785.12

j.

Inside area = 0.90m x 0.60m = 0.545.0m x 0.15m = 0.75

1.29 1.29 Sqm 258.68 333.70k. M.S reinforcement bars 10mm dia tor steel 10cm c/c bothways in slab including

cutting, bending, binding and tying the grills including cost of binding wire0.194Qtl @ 1 Qtl per cum 0.194 Qntl 5769.58 1119.30

l. Extra labour for making channelMason (Special) 0.10 Each 205.00 20.50Mason (2nd class) 0.10 Each 190.00 19.00

m.

1 Each 4435.00 4435.0026788.78

n. Add Contractor's Profit & Overhead charges 15% of 26788.78 4018.32


Cost of Cast iron Manhole cover 560mm internal diameter total weight of cover and

frame to be not less than 128kg





in arches.



in F&P

1,50,00,000

8 0.514 𝑋 8 + 0.48

200


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

(ii)

a. Cost of one Manhole with Cast Iron Manhole cover (excluding cost of cover and frame) - rate same as in item No.4.2.2 (A) (i) from a to l 22353.78

b. Extra cost of reinforced cement concrete (1:1½:3) with 12mm hg chips Π/4 x (0.76)² x 0.10m = 0.045 Cum 4803.86 216.17

c.

0.045 Qntl 5769.58 259.6322829.58


say 26254.00

[B] 3.00 metre deep Manhole - Type - C

(i)

Details of cost of one Manholea. Earthwork in excavation in all kinds of soil within initial lead and lift

2.70m x 2.20m x 1.50m = 8.910 100Cum 6977.25 621.67b. Earthwork in excavation in all kinds of soil with first extra lift

2.70m x 2.20m x 1.50m = 8.910 100 Cum 7592.25 676.47c. Earthwork in excavation in all kinds of soil with second extra lift

2.70m x 2.20m x 0.30m = 1.782 100 Cum 8207.25 146.25d. Cement concrete (1:4:8) using 40mm size hard granite metal on bed

2.70m x 2.20m x 0.30m = 1.782 Cum 2524.08 4497.91

e.

6.60m x 0.50m x 1.20m = 3.9604.50m x 0.375m x 0.50m = 0.8444.00m x 0.25m x 1.20m = 1.200

6.004Deduct arch = π/2 x 1.15 x 0.25 x 0.25 = ( - ) 0.113Deduct pipe portion = 2 x π/4 x 0.15 x 0.15 x 0.50 = ( - ) 0.018Net quantity 5.873 Cum 3032.54 17810.11

f.

π/2 x 1.15m x 1.175m x 0.25m= 0.531 Cum 3476.45 1845.99

g. Cement concrete (1:2:4) using 12mm size h.g chips for benching2 x 1.40m x 0.90m/2 x (0.30m+0.20m)/2 = 0.315Less pipe=1.40m x π/4 x 0.15²m = ( - ) 0.025

0.290 Cum 4047.02 1173.64

With RCC precast cover (1:1½:3) with 12mm size hg chips, size of cover 760mm diameter and


the manhole slab.

With Cast Iron Manhole cover and frame (Medium duty) 560mm internal diameter total

weight of cover and frame to be not less than 128 kg (weight of cover 64 kg and weight of frame

64 kg)


cutting, bending, binding and tying the grills including cost of binding wire 18 to 20

gauge.



in F&P



in arches.

1,50,00,000

8 0.514 𝑋 8 + 0.48

201


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

h. 12mm thick cement plaster (1:3) with neat cement punning to inside face4.60m x 0.90m = 4.142 x ½ x 0.90 x 0.10 = 0.09π/2 x 0.90 x 0.80 = 1.1313.00 x 1.70 = 5.100

10.461 Sqm 114.07 1193.29i. 12mm thick cement plaster (1:3) to outside

8.60m x 1.20m = 10.326.00m x 0.50m = 3.005.00m x 1.20m = 6.00π/2 x 1.40 x 0.80 = 1.759

21.079 Sqm 96.34 2030.75j. R.C.C (1:2:4) using 12mm size h.g chips for slab

1.40m x 1.10m x 0.15m = 0.231Less cover π/4 x 0.56²m x 0.15m x 0.15 = ( - ) 0.037

0.194 Cum 4047.02 785.12

k.

Inside area = 0.90m x 0.60m = 0.545.0m x 0.15m = 0.75

1.29 1.29 Sqm 258.68 333.70

l.

0.194 Qtl @ 1 Qtl per cum 0.194 Qntl 5769.58 1119.30m. Extra labour for making channel


n.

1 Each 4435.00 4435.0036708.70

o. Add Contractor's Profit & Overhead charges 15% of 36708.70 5506.31


(ii)

Details of cost of one manhole

a.

32273.70b. Extra cost of reinforced cement concrete (1:1½:3) with 12mm hg chips

Π/4 x (0.76)²x 0.10m = 0.045 Cum 4803.86 216.17

c.

0.045 Qntl 5769.58 259.6332749.50


say 37661.90



the manhole slab.



gauge.



Cost of Cast Iron Manhole cover and frame (medium duty) 560mm internal diameter

= 128 kg



gauge.

Cost of one Manhole with Cast Iron manhole cover (excluding cost of cover and

frame) - rate same as item No.4.2.2 [B] (i) above from a to m

1,50,00,000

8 0.514 𝑋 8 + 0.48

202


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

4.2.3

[ i ] 450mm to 900mm depthDetails of cost of one additional depth of 0.10m

a.

4.40m x 0.25m x 0.10m = 0.110 Cum 3032.54 333.58b. 12mm thick cement plaster (1:3) with neat cement punning to inside face

3.40m x 0.10m = 0.34 Sqm 114.07 38.78c. 12mm thick cement plaster (1:3) to outside

5.40m x 0.10m = 0.54 Sqm 96.34 52.02424.38

d. Add Contractor's Profit & Overhead charges 15% of 424.38 63.66

Extra cost for additional depth of 0.10 metre or part thereof 488.04say 488.00

[ ii ]

From 900mm to 2500mm depthDetails of cost of one additional depth of 0.10m

a.


4.20mx0.10m= 0.42 Sqm 114.07 47.91c. 12mm thick cement plaster (1:3) to outside

6.20mx0.10m= 0.62 Sqm 96.34 59.73501.87



[iii]


a.



5.00m x 0.10m = 0.50 Sqm 96.34 48.17385.64



Extra for every additional depth of 0.10 metre or part thereof of Manhole over item No.

4.2.1 [A] (i), No. 4.2.1 [A] (ii) and No. 4.2.1 [B] (i),(ii),(iii)

Extra for every additional depth of 0.10 metre or part thereof of Manhole over item No.

4.2.1 [B] (i), No. 4.2.1 [B] (ii) and No. 4.2.1 [B] (iii)



in F&P

Extra for every additional depth of 0.10m or part thereof of Manhole over item No

4.2.2[A](i), No 4.2.2[A](ii),and No 4.2.2[A](iii)





1,50,00,000

8 0.514 𝑋 8 + 0.48

203


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[iv]


a.



6.00m x 0.10m = 0.60 Sqm 96.34 57.80604.52



4.2.4

[A]

(i)

Details of cost of one Manhole a. Earthwork in excavation in all kinds of soil within initial lead and lift[Excluding CP&OHC)

Π/4 x (1.70)² x 1.21 = 2.75 100 Cum 6977.25 191.60b. Cement concrete (1:4:8) using 40mm size hard granite metal on bed

Π/4 x (1.70)² x 0.20 = 0.454 Cum 2524.08 1145.93

c.

Π x 1.15 x 0.40 x 0.25 = 0.36Π x (1.15+0.81)/2 x 0.36 x 0.25 = 0.28Π x 0.81 x 0.25 x 0.25 = 0.16

0.80 Cum 3032.54 2416.93d. Cement concrete (1:2:4) using 12mm size h.g chips for benching

For benchingΠ/4 x (0.90)²x (0.20+0.30)/2 = 0.159Less pipeΠ/4 x (0.15)²x 0.90 = (-) 0.016For fixing coverΠ/4 x (1.06)² x 0.15 = 0.132Less pipeΠ/4 x (0.56)² x 0.15 = (-) 0.037

0.238 Cum 4047.02 963.19



in F&P

Extra for every additional depth of 0.10m or part thereof of Manhole over item No

4.2.2[B](i), No 4.2.2[B](ii) and No 4.2.2[B](iii)

Construction of circular type manhole with top slab made of cement concrete 1:2:4 using 12mm

size hard granite chips foundation concrete (1:4:8) using 40mm size hard granite metal on bed,

walls made of brick masonry using 1st class K.B bricks (25 Cm x 12Cm x 8Cm) having crushing

strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:5),

inside plastering 12mm thick (1:3) finished smooth with neat cement punning, outside plaster (1:3)

and making channels with cement concrete (1:2:4) using 12mm size h.g chips complete as per

specification.

900mm internal diameter x 1110mm depth with sides sloped upto 560mm internal

diameter at top

With Cast Iron Manhole cover and frame (medium duty) 560mm internal diameter

total weight of cover and frame to be not less than 128 kg (weight of cover 64 kg

and weight of frame 64 kg)



in F&P

1,50,00,000

8 0.514 𝑋 8 + 0.48

204


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

e. 12mm thick cement plaster (1:3) with neat cement punning to inside faceΠ x 0.90 x 0.10 = 0.283Π x (0.45+0.28) x √(0.45-0.28)² + (0.36)² = 0.913Π x 0.56 x 0.25 = 0.440

1.636 Sqm 114.07 186.62f. 12mm thick cement plaster (1:3) to outside

Π x 1.40 x 0.40 = 1.76Π x (0.70+0.53) x √(0.70-0.53)²+(0.36)² = 1.54Π x 1.06 x 0.25 = 0.83

4.13 Sqm 96.34 397.88g. Extra labour for making channel


h.

1.00 Each 4435.00 4435.009776.65

i. Add Contractor's Profit & Overhead charges 15% of 9776.65 1466.50


(ii)

Details of cost of one manhole

a.

5341.65b. Extra cost of cement concrete 1:1½:3 with 12mm hg chips

Π/4 x(0.76)²xx0.10=- 0.045 Cum 4803.86 216.17

c.

0.045 Qntl 5769.58 259.635817.45


say 6690.10

[B]

(i)

Details of cost of one Manhole a. Earthwork in excavation in all kinds of soil within initial lead and lift

Π/4 x (2.00)² x 1.50 = 4.71 100Cum 6977.25 328.77b. Earthwork in excavation in all kinds of soil with first extra lift

Π/4 x (2.00)² x 0.37 = 1.16 100Cum 7592.25 88.22c. Cement concrete (1:4:8) using 40mm size hard granite metal on bed

Π/4 x (2.00)² x 0.20 = 0.628 Cum 2524.08 1585.12



gauge.

Cost of Cast iron Manhole cover 560mm internal diameter total weight of cover and

frame (medium duty) to be not less than 128kg



the manhole slab.

1200mm internal diameter x 1670mm depth with sides sloped upto 560mm internal

diameter at top

With Cast Iron Manhole cover and frame (medium duty) 560mm internal diameter total

weight of cover and frame to be not less than 128kg (weight of cover 64 kg and weight of frame

64 kg)

Cost of one manhole with cast iron manhole cover (excluding cost of cover) as in

item No 4.2.4 [A] (i) from a to g

1,50,00,000

8 0.514 𝑋 8 + 0.48

205


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

d.

Π x 1.45 x 0.53 x 0.25 = 0.60Π x (1.45 + 0.81)/2 x 0.79 x 0.25 = 0.70Π x 0.81 x 0.25 x 0.25 = 0.16

1.46 Cum 3032.54 4439.64

e. Cement concrete (1:2:4) using 12mm size h.g chips for benching Π/4 x (1.20)² x (0.20+0.30)/2 = 0.283Less pipeΠ/4 x (0.15)² x 1.20 = (-) 0.021For fixing coverΠ/4 x (1.06)² x 0.15 = 0.132Less pipeΠ/4 x (0.56)² x 0.15 = (-) 0.037

0.357 Cum 4047.02 1444.79

f. 12mm thick cement plaster (1:3) with neat cement punning to inside faceΠ x 1.20m x 0.23m = 0.87Π x (0.60+0.28) x √(0.60-0.28)² + (0.792)² =

2.36Π x 0.56 x 0.25 = 0.44

3.67 Sqm 114.07 418.50

g. 12mm thick cement plaster (1:3) to outsideΠ x 1.70 x 0.53 = 2.83Π x (0.85+0.53) x √(0.85-0.53)² + (0.79)² = 3.70Π x 1.06 x 0.25 = 0.83

7.36 Sqm 96.34 708.97

h. Extra labour for making channelMason (Special) 0.10 Each 205.00 20.50Mason (2nd class) 0.10 Each 190.00 19.00

i. Cost of Cast Iron Manhole cover and frame (medium duty) 560mm internal dia = 128kg1 Each 4435.00 4435.00

13488.51j. Add Contractor's Profit & Overhead charges 15% of 13488.51 2023.28


(iii)

Details of cost of one Manhole

a.

9053.51

b. Extra cost of cement concrete 1:1½:3 with 12mm hg chips Π/4 x (0.76)² x 0.10m = 0.045 Cum 4803.86 216.17

c.

0.045 Qntl 5769.58 259.63

Cost for one Manhole 9529.31d. Add Contractor's Profit & Overhead charges 15% of 9529.31 1429.40

10958.71say 10958.70

Cost of one Manhole with Cast Iron manhole cover (excluding cost of cover) as in

item No 4.2.4 [B] (i)



gauge.



in F&P



the manhole slab.

1,50,00,000

8 0.514 𝑋 8 + 0.48

206


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

4.2.5

[ i ]

Details of cost of one additional depth of 0.10m

a.

Π x 1.15 x 0.25 x 0.10 = 0.09 Cum 3032.54 272.93b. 12mm thick cement plaster (1:3) with neat cement punning to inside face

Π x 0.90 x 0.10 = 0.28 Sqm 114.07 32.28c. 12mm thick cement plaster (1:3) to outside

Π x 1.40 x 0.10 = 0.44 Sqm 96.34 42.39347.60



[ ii ]

Details of cost of one additional depth of 0.10m

a.

Π x 1.45 x 0.25 x 0.10 = 0.114 Cum 3032.54 345.71b. 12mm thick cement plaster (1:3) with neat cement punning to inside face

Π x 1.20 x 0.10 = 0.377 Sqm 114.07 43.00c. 12mm thick cement plaster (1:3) to outside

Π x 1.70 x 0.10 = 0.534 Sqm 96.34 51.45

Cost of one extra depth of 0.10 mtr 440.16d. Add Contractor's Profit & Overhead charges 15% of 440.16 66.02


4.2.6

Details of cost for one step irona. Cement concrete(1:3:6) using 12mm size hard granite chips

0.25 x 0.25 x 0.25 = 0.016 Cum 3275.90 52.41b. Carriage, painting and other sundries including curing etc L.S 11.00c. Cost of MS bars 20mm dia 750mm length including

cutting and bending the rod to the required size 0.018 Qntl 5769.58 103.85167.26


Cost of one step iron 192.35say 192.40



in F&P

Extra for every additional depth of 0.10m or part thereof above 1670mm upto 2300mm

depth in circular Manhole 1200mm internal diameter as in item No. 4.2.4 [ B ]

Making MS step iron in 20mm diameter MS steel bars and fixing into walls of Manhole duly

embedded in cement concrete (1:3:6) complete as per specification.



Extra for every additional depth of 0.10m or part thereof above 1100mm upto 1650mm

depth in circular Manhole 900mm internal diameter as in item No. 4.2.4 [A]

1,50,00,000

8 0.514 𝑋 8 + 0.48

207


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

4.3 CONCRETE PIPES WITH AND WITHOUT REINFORCEMENT

4.3.1

[ i ] 300mm diameter


a. Materials300mm Concrete Pipes & socket =10.00m=10pieces

10 Each 221.50 2215.00Cement for 10 joints @ 0.006cum (0.086Qtl) 0.086 Qntl 714.00 61.40Sand for 10 joints 0.012 Cum 46.00 0.55

b. Labour chargesMason (2nd class) 2.50 Each 190.00 475.00Male worker (unskilled) 1.75 Each 150.00 262.50Bhisti (semiskilled) 0.50 Each 170.00 85.00

(a+b) 3099.45


say 356.40


a. Materials350mm concrete pipes & socket =10.00m=10pieces

10 Each 258.10 2581.00Cement for 10 joints=0.0075cum or 0.107Qtl 0.107 Qntl 714.00 76.40Sand for 10 joints 0.015 Cum 46.00 0.69


(a+b) 3674.59


say 422.60


a. Materials400mm Concrete Pipes & socket =10.00m=10pieces



(a+b) 4300.89


say 494.60

Laying (to level or slopes) conforming to IS 783-1985 and jointing with cement mortar 1:2 of

concrete pipes Class NP-1, unreinforced non-pressure pipes conforming to IS:458 - 2003 with

socket and spigot ends of the following internal diameter and testing of joints as per specification

complete. (Earthwork in trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

208


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


a. Materials450mm concrete pipes & socket =10.00m=10pieces



(a+b) 5094.91


say 585.90

4.3.2


a. Materials300mm Class-NP-1 pipes =1.00m x 10 nos 10 Each 221.50 2215.00300mm dia collar = 10nos 10 Each 83.00 830.00Cement for 10 joints=0.015 cum or 0.215 Qtl 0.215 Qtl 714.00 153.51Sand for 10 joints 0.03 Cum 46.00 1.38


(a+b) 4022.39


say 462.60


a. Materials350mm Class-NP-1 pipes =1.00m x 10nos 10 Each 258.10 2581.00350mm dia collar = 10nos 10 Each 99.00 990.00Cement for 10 joints=0.017cum or 0.243Qtl 0.243 Qtl 714.00 173.50Sand for 10 joints 0.034 Cum 46.00 1.56


(a+b) 4762.56


say 547.70


concrete pipes Class NP-1, unreinforced non-pressure pipes conforming to IS:458 - 2003 with

collars and butt ends prepared for collar joints of the following internal diameter including testing

of joints as per specification.(Earthwork in trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

209


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


a. Materials400mm Class-NP-1 pipes =1.00m x 10nos 10 Each 290.80 2908.00400mm dia collar = 10nos 10 Each 107.00 1070.00Cement for 10 joints=0.019cum or 0.272Qtl 0.272 Qtl 714.00 194.21Sand for 10 joints 0.038 Cum 46.00 1.75


(a+b) 5478.96


say 630.10


a. Materials450mm Class-NP-2 pipes =1.00mx10nos 10 Each 338.40 3384.00450mm dia collar = 10nos 10 Each 139.00 1390.00Cement for 10 joints=0.047cum or 0.47Qtl 0.47 Qtl 714.00 335.58Sand for 10 joints 0.0665 Cum 46.00 3.06


(a+b) 6699.64


say 770.50

4.3.3


a. Materials300mm Class-NP-2 pipes =1.00mx10nos 10 Each 346.00 3460.00Cement for 5 joints=0.0075cum or 0.107 Qtl 0.107 Qtl 714.00 76.40Sand for 5 joints 0.015 Cum 46.00 0.69


(a+b) 3969.29


say 456.50


concrete pipes Class NP-2, reinforced light duty non-pressure pipes conforming to IS:458 -

2003 with collars and butt ends prepared for collar joints of the following internal diameter as per

specification complete.(Earthwork in trenches to be measured and paid for separately)

1,50,00,000

8 0.514 𝑋 8 + 0.48

210


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


a. Materials350mm Class-NP-2 pipes =1.00mx10nos 10 Each 360.00 3600.00Cement for 5 joints=0.0085cum or 0.122Qtl 0.122 Qtl 714.00 87.11Sand for 5 joints 0.017 Cum 46.00 0.78


(a+b) 4163.89


say 478.90




(a+b) 5287.97


say 608.10




(a+b) 6252.98


say 719.10


a. Materials500mm Class-NP-2 pipes =1.00mx10nos 10 Each 628.00 6280.00Cement for 4 joints=0.0146cum or 0.209 Qtl 0.209 Qtl 714.00 149.23Sand for 4 joints 0.0292 Cum 46.00 1.34

1,50,00,000

8 0.514 𝑋 8 + 0.48

211


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


(a+b) 7037.47


say 809.30




(a+b) 9638.92


say 1108.50




(a+b) 12435.68


say 1430.10




(a+b) 15079.30


say 1734.10

1,50,00,000

8 0.514 𝑋 8 + 0.48

212


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ ix ] 900mm diameterDetails of cost for 10 metres



(a+b) 18980.80


say 2182.80

[ x ] 1000mm diameterDetails of cost for 10 metres



(a+b) 23014.48


say 2646.70

[ xi ] 1100mm diameterDetails of cost for 10 metres



(a+b) 26502.59


say 3047.80

[ xii ] 1200mm diameterDetails of cost for 10 metres


1,50,00,000

8 0.514 𝑋 8 + 0.48

213


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


(a+b) 30653.69


say 3525.20

4.3.4

[ i ] 100mm diameterDetails of cost for 10 joints =10x1.93=19.30 mtrs

a. Materials100mm Concrete S/S Pipes Class NP-2 19.30 mtr 256.48 4950.06Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 19.30 x 27.62 = 533.07 kg = 5.33 qntl

5.33 qntl 50.72 291.13Jointing with rubber ring100 mm dia rubber ring for 10 joints 10 each 35.00 350.00

b. Labour chargesPlumber Fitter(S) =5/6 0.833 Each 190 158.33Helper to plumber or fitter=2/3 0.667 Each 170 113.33Male worker=5/3 1.667 Each 150 250.00

(a+b) 6112.85

c. Add Contractor's Profit & Overhead charges 15% of 6112.85 916.93Total (a+b+c) 7029.78Rate per metre = 7,029.78 ÷ 19.3 = 364.24

say 364.20

[ ii ] 150mm diameterDetails of cost for 10 joints =10x1.93=19.3 mtrs

a. Materials150mm Concrete S/S Pipes Class NP-2 19.30 mtr 305.70 5900.01labour for laying (same as C.I pipe)wt. of 10 pcs of pipe= 19.3x37.8238=729.99 kg =7.30 qntl

7.30 qntl 50.72 370.26Jointing with rubber ring150 mm dia rubber ring for 10 joints 10.000 each 40.00 400.00

b. Labour chargesPlumber Fitter(S) = 4/3 1.33 Each 190 253.33Helper to plumber or fitter=2/3 0.67 Each 170 113.33Male worker=29/12 2.42 Each 150 362.50

(a+b) 7399.43


say 440.90

Laying (to level or slopes) and jointing with rubber rings pre-cast reinforced socket and

spigot concrete pipes Class NP-2 conforming to IS:458 - 2003 suitable for rubber ring roll on

joint of the following internal diameter as per specification complete.(Earthwork in trenches to be


1,50,00,000

8 0.514 𝑋 8 + 0.48

214


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ iii ] 200mm diameterDetails of cost for 10 joints =10x1.93=19.3 mtrs

a. Materials200mm Concrete S/S Pipes Class NP-2 19.30 mtr 365.28 7049.90labour for laying (same as C.I pipe)wt. of 10 pcs of pipe= 19.30 x 48.92=944.156 kg =9.4416 qntl


b. Labour chargesPlumber Fitter(S) 1.33 Each 190 253.33Helper to plumber or fitter 1.00 Each 170 170.00Male worker 3.00 Each 150 450.00

(a+b) 8852.11


say 527.50

[ iv ] 250mm diameterDetails of cost for 10 joints =10x2.43=24.30 mtrs

a. Materials250mm Concrete S/S Pipes Class NP-2 24.30 mtr 401.23 9749.89Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 24.30 x 58.43=1419.849 kg =14.1985 qntl


b. Labour chargesPlumber Fitter(S)=4/3 1.33 Each 190 253.33Helper to plumber or fitter=1 1.00 Each 170 170.00Male worker=3 3.00 Each 150 450.00

(a+b) 11843.37


say 560.50

4.3.5

[ i ] 300mm diameterDetails of cost for 10 joints =10x2.41=24.10 mtrs

a. Materials300mm Concrete S/S Pipes Class NP-3 24.10 mtr 713.69 17199.93Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 24.10 x 209.93/2.41=24.10x86.722kg =20.90 qntl


b. Labour chargesPlumber Fitter(S)=4/3 1.33 Each 190 253.33Helper to plumber or fitter=1 1.00 Each 170 170.00Male worker=10/3 3.33 Each 150 500.00

(a+b) 19983.31

Laying (to level or slopes) and jointing with rubber rings pre-cast reinforced socket and

spigot concrete pipes Class NP-3 conforming to IS:458 - 2003 suitable for rubber ring roll on

joint of the following internal diameter as per specification complete. (Earthwork in trenches to be


1,50,00,000

8 0.514 𝑋 8 + 0.48

215


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 953.60

[ ii ] 350mm diameterDetails of cost for 10 joints =10x2.38=23.80 mtrs




(a+b) 35730.64


say 1726.50

[ iii ] 400mm diameterDetails of cost for 10 joints =10x2.38=23.80 mtrs




(a+b) 39717.24


say 1919.10

[ iv ] 450mm diameterDetails of cost for 10 joints =10x2.38=23.80 mtrs

a. Materials450mm Concrete S/S Pipes Class NP-3 23.80 mtr 1552.52 36949.98Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 23.80 x 818.96/2.38=23.80x344.1008kg =8189.599 kg


b. Labour chargesPlumber Fitter(S)=2 2.00 Each 190 380.00Helper to plumber or fitter=2 2.00 Each 170 340.00Male worker=5 5.00 Each 150 750.00

(a+b) 44273.75

1,50,00,000

8 0.514 𝑋 8 + 0.48

216


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 2139.30

[ v ] 500mm diameterDetails of cost for 10 joints =10x2.38=23.80 mtrs

a. Materials500mm Concrete S/S Pipes Class NP-3 23.80 mtr 1752.10 41699.98Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 23.80 x 884.53/2.38=23.80x344.1008kg =8845.30 kg


b. Labour chargesPlumber Fitter(S)=2 2.00 Each 190 380.00Helper to plumber or fitter=2 2.00 Each 170 340.00Male worker=5 5.00 Each 150 750.00

(a+b) 49656.32


say 2399.40

[ vi ] 600mm diameterDetails of cost for 10 joints =10x2.35=23.50 mtrs

a. Materials600mm Concrete S/S Pipes Class NP-3 23.50 mtr 2278.72 53549.92Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 23.50 x1217.55/2.35=23.50x518.1064kg =12175.50 kg


b. Labour chargesPlumber Fitter(S)=8/3 2.67 Each 190 506.67Helper to plumber or fitter=8/3 2.67 Each 170 453.33Male worker=23/3 7.67 Each 150 1150.00

(a+b) 64235.33


say 3143.40

[ vii ] 700mm diameterDetails of cost for 10 joints =10x2.35=23.50 mtrs

a. Materials700mm Concrete S/S Pipes Class NP-3 23.50 mtr 2931.91 68899.89Labour for laying (same as C.I pipe)Wt. of 10 pcs of pipe= 23.50 x1391.05/2.35=591.9362kgx23.50 =13910.50 kg



(a+b) 82167.80

1,50,00,000

8 0.514 𝑋 8 + 0.48

217


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


say 4021.00

[ viii ] 800mm diameterDetails of cost for 10 joints =10x2.35=23.50 mtrs




(a+b) 101729.39


say 4978.30

[ ix ] 900mm diameterDetails of cost for 10 joints =10x2.35=23.50 mtrs



b. Labour chargesPlumber Fitter(S) 5.13 Each 190 973.75Helper to plumber or fitter 5.13 Each 170 871.25Male worker=19 7/8 19.88 Each 150 2981.25

(a+b) 117258.90


say 5738.20

1,50,00,000

8 0.514 𝑋 8 + 0.48

218

Section – 5

SINKING OF TUBE WELLS


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.1

5.1.1

[ A ] Labour for drilling of 200mm dia bore00 mtr to 30 mtrsLabour chargesConsidering 4 hours required for drilling of 200 mm dia. from 00 to 30.00 mtr

a. Rig driller 0.30 Each 205.00 61.50b. Asst driller 0.30 Each 190.00 57.00c. Khallasi/ Mate 2.00 Each 170.00 340.00

Rate per metre 458.50

[ B ] Labour for drilling of 150 mm dia bore30 mtrs to 150 mtrsLabour chargesConsidering 10 hours required for drilling of 150 mm dia. from 30 to 150 mtr



[ C ] Fuel & Lubricants for 0 to 150 Mtrs. of drillingHSD requirement for 14 hours of drilling for both compressor and power pack

730 Ltrs 55.00 40150.00

Add 5% for lubricant 2007.50

[ D ] Hire Charges of the DTH / Combination RigC = Cost of the EquipmentsN = No. of Blocks

(2000 Hours in One Block)L = Life of the Equipment

(Considering 10 Yrs. Life Span)Daily working Hours= 8 HoursSchedule Working days in Year = 200 Days)

= 10 x 200 x 8 = 16000 HoursN = 16000 ÷ 2000 = 8C = 12000000..00

Average Capital Investment =

=

= 68,88,000.00

Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground

level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or

combination drilling rigs (1200 cfm/ 300 psi) as required to suit the site condition as per the

direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and

consumables etc for lowering of 200 mm dia PVC/GI pipes for housing fitted with socket and with

or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC

casing pipes if required to prevent collapse of over burden is to be provided by the contractor

including lowering and withdrawing after completion of the tube well).

SINKING OF 200 MM x 150 MM SIZE PRODUCTION WELL THROUGH

D.T.H OR COMBINATION DRILLING RIGS IN HARD ROCK AREAS

WITH PVC/GI CASING PIPES

1,50,00,000

8 0.514 𝑋 8 + 0.48

219


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

(i) Ownership Cost = Depriciation per hour + Interest Charge per hour

(a) Depriciation per hour =

=

= (937.50 + 500.00) X 1/2

= 718.75/hr(b) Interest Charge per hour = (Avg. Capital investment/ Scheduled

Working Hour) x Rate of Interest

= (68,88,000/2000) x 14/100

= 482.16

Ownership Cost = (a) + (b)

718.75 + 482.16

1200.91 /hr

(ii) Operational Cost

Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100

= (12000000/16,000) x 100/100

= 750.00 /hr

(iii) Operation & Maintenance Cost

(a) Driller 1 Each 205.00 205.00

(b) Helper 1 Each 170.00 170.00

375.00

For 1 hour = 375.00 ÷ 8 46.88

(iv) Supervision Charges (15% of use rate)

15% of use rate = (Ownership cost + Repair cost-Rate Interest Charges ) x 15%

=( 1200.91 + 750.00 - 482.16 ) x 15%

= 1468.75 x 15%

= 220.31

(v) Surcharge = 10% of Repair Cost

= 750.00 x 10%

= 75.00

1200.91 + 750.00 + 46.88

+ 220.31 + 75.00 = 2293.10

Hire Charges for approxmate 16 hours required for sinking of a tube well

Hire Charges 16 hrs = 2293.10 x 16 = 36689.60

(A+B+C+D) 80366.85

[ E ] Add Contractor's Profit & Overhead charges 15% of 80366.85 12055.03Total (A+B+C+D+E) 92421.88Rate per metre = 92,421.88 ÷ 150 = 616.15

say 616.20

Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation &

Maintenance Cost + Supervision Charges + Surcharge

1,50,00,000

8 0.514 𝑋 8 + 0.48

220


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.1.2

(Details for 45 Mtrs.)

[ A ] Labour for lowering of 200 mm dia PVC/GI Casing Pipes

Considering 1 hour required for lowering of Casing Pipe

Labour charges

a. Rig driller 0.125 Each 205.00 25.63

b. Asst driller 0.125 Each 190.00 23.75

c. Khallasi/ Mate 0.75 Each 170.00 127.50

[ B ] Fuel & Lubricants for 0 to 45 Mtrs. and above of Lowering

HSD requirement for 1 hour of lowering for both compressor and power pack

80 Litre 55.00 4400.00


4796.88

[ C ] Add Contractor's Profit & Overhead charges 15% of 4796.88 719.53

Total (A+B+C) 5516.41

Rate per metre = 5,516.41 ÷ 45 = 122.59

say 122.60

5.1.3

(A) Labour for developing of tubewell

Considering 2 hour. required for Cleaning and developing the tube well



c. Khallasi/ Mate 1.50 Each 170.00 255.00(B) Fuel & Lubricants for developing

HSD requirement for 2 hour for both compressor and power pack

60 Litre 55.00 3300.00


3818.75(C) Add Contractor's Profit & Overhead charges 15% of 3818.75 572.81

Total (A+B+C) 4391.56

Rate per each or say 4392.00

5.1.4


[ A ] Labour for withdrawing of 200 mm dia PVC/GI Casing Pipe




Lowering the following size G.I/ PVC pipes with or without slotted pipes as per the necessity

from ground level and fitted and fixed up in perfectly vertical position, including cutting and

threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc.

complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent

entry of foreign materials from above.

Cleaning and developing the tube well using their own compressor continuously worked till

clear and adequate discharge is obtained from the tube well including supply and use of all

necessary equipment and labour as per the direction of Engineer-in-Charge.

Supplying all materials, labour, tools and plant and withdrawing casing pipes from the

unsuccessful bore and depositing in the departmental store in good condition.

1,50,00,000

8 0.514 𝑋 8 + 0.48

221


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ B ] Fuel & Lubricants for developing


30 Litre 55.00 1650.00


[ C ] Hire Charges of the DTH / Combination Rig

Hire Charges for 1 hour use of compressor & power pack to withdraw

casing pipe detailed calculated in item No.1 (c) 2293.10

4818.10

[ D ] Add Contractor's Profit & Overhead charges 15% of 4818.10 722.72

Total (A+B+C+D) 5540.82

Rate per metre = 5,540.82 ÷ 30 = 184.69

or say 185.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

222


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.2

5.2.1

[ A ] Labour for drilling of 125x100 mm dia bore00 mtr to 60 mtrsLabour chargesConsidering 6 hours. required for drilling of one tube well


[ B ] Fuel & Lubricants for 0 to 60 Mtrs. of drillingHSD requirement for 6 hours of drilling for both compressor and power pack

180 Litre 55.00 9900.00

Add 5% for lubricant 495.00[ C ] Hire Charges of the DTH / Combination Rig

C = Cost of the EquipmentsN = No. of Blocks



= 10 x 200 x 8 = 16000 HoursN = 16000 ÷ 2000 = 8C = 9000000..00


=

=

(i) Ownership Cost = Depriciation per hour + Interest Charge per hour


=

= (703.12 + 375.00) X 1/2

= 539.06 /hr(b) Interest Charge per hour = (Avg. Capital investment/ Scheduled


= (51,66,000/2000) x 14/100

= 361.62

5166000.00

Sinking of 125mm x 100mm size Tube well through D.T.H or Combination drilling rigs

in hard rock areas with CI/PVC casing pipes

Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below

ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs

or combination drilling rigs (650 cfm/ 200 psi) as required to suit the site condition as per the

direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and


or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC


including lowering and withdrawing after completion of the tube well).

1,50,00,000

8 0.514 𝑋 8 + 0.48

223


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


539.06 + 361.62

900.68 /hr


(a) Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100

= (9000000/16,000) x 100/100

= 562.50 /hr


(a) Driller 1 Each 205.00 205.00

(b) Helper 1 Each 170.00 170.00

375.00

For 1 hours = 375.00 ÷ 8 46.88

(iv) Supervision Charges 15% of use rate

Use rate = Ownership cost + Repair cost-Rate Interest Charges

= 900.68 + 562.50 - 361.62

= 1101.56 x 15%

= 165.23


= 562.50 x 10%

= 56.25

900.68 + 562.50 + 46.88+ 165.23 + 56.25 = 1731.54


Hire Charges 16 hrs = 1731.54 x 8 = 13852.32(A+B+C) 25053.57

[ D ] Add Contractor's Profit & Overhead charges 15% of 25053.57 3758.04Total (A+B+C+D) 28811.61Rate per metre = 28,811.61 ÷ 60 = 480.19

say 480.20

5.2.2

(Details for 30 Mtrs.)[ A ] Labour for lowering of 125 mm dia PVC/GI Casing Pipe

Considering 1 hour. required for lowering of Casing Pipea. Rig driller 0.125 Each 205.00 25.63b. Asst driller 0.125 Each 190.00 23.75c. Khallasi/ Mate 0.50 Each 170.00 85.00








1,50,00,000

8 0.514 𝑋 8 + 0.48

224


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ B ] Fuel & Lubricants for 0 to 30 Mtrs. of loweringHSD requirement for 1 hour of lowering for both compressor and power pack HSD requirement for 2 hour for both compressor and power pack

30 Litre 55.00 1650.00

Add 5% for lubricant 82.501866.88


2146.91Rate per metre = 2,146.91 ÷ 30 = 71.56

say 71.60

5.2.3

[ A ] Labour for developing of tubewell

Considering 1 hour. required for development of Tube well






30 Litre 55.00 1650.00


1866.88


2146.91Rate per each or say 2147.00

5.2.4

[ A ] (Details for 30 Mtrs.)Labour for withdrawing of 125 mm dia PVC/GI Casing Pipe

Considering one & half hour required for withdrawing of Casing Pipe






30 Litre 55.00 1650.00



Hire Charges for one & half hour of withdrawing detailed calculated in item No.2 (c)

=Hire Charges x 1.5 hrs =1731.54 x 1.50 = 2597.31

4532.36


5212.21

Rate per metre = 5,212.21 ÷ 30 = 173.74say 173.70






1,50,00,000

8 0.514 𝑋 8 + 0.48

225


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.3

5.3.1

[ A ] Labour for drilling of 125 mm dia bore 00 mtrs. to 30 Mtrs. and 100 mm dia bore

beyond 30 Mtrs. upto 60 Mtrs.

Labour charges

Approx. 8 days required with 8 hours of drilling daily for drilling upto 60 Mtrs. depth

a. Rig driller 8 x 1 = 8 Each 205.00 1640.00

b. Asst driller 8 x 1 = 8 Each 190.00 1520.00

c. Khallasi/ Mate 8 x 6 = 48 Each 170.00 8160.00


HSD requirement for 8 days x 8 hours = 64 hours of drilling by Calix Rig

2 ltr.s per Hours 128 Litre 55.00 7040.00


[ C ] Hire Charges of the Calix Rig

C = Cost of the Equipments

N = No. of Blocks

(2000 Hours in One Block)

L = Life of the Equipment

(Considering 10 Yrs. Life Span)

Daily working Hours= 8 Hours

Schedule Working days in Year = 200 Days)

= 10 x 200 x 8 = 16000 Hours

N = 16000 ÷ 2000 = 8

C = 350000..00


=

= 2,00,900.00(i) Ownership Cost


=

= (27.34 + 14.58) x 1/2

= 20.96 /hr

Sinking of 125mm x 100mm size Tube well through calix rigs in hard granite including

boulder formation areas with PVC/GI casing pipes

Labour for drilling of a perfectly vertical bore hole of specified diameter for a specified depth below

ground level through hard and boulder formation by means of Calix rigs as required to suit the site

condition as per the direction of the Engineer in charge including deployment of rigs with its

accessories, tools and plant and consumables etc for a finished bore suitable for lowering of 125

mm x 100 mm nominal dia GI or PVC casing pipes fitted with socket and with or without well

screen as per the necessary for soft and hard formations drilled by combination drilling method.

1,50,00,000

8 0.514 𝑋 8 + 0.48

226


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

(b) Interest Charge per hour = (Avg. Capital investment/ Scheduled


= (2,00,900/2000) x 14/100

= 14.06


20.96 + 14.06

35.02 /hr



= (3,50,000/16,000) x 100/100

= 21.90 /hr


(a) Driller 1 Each 205.00 205.00

(b) Helper 1 Each 170.00 170.00375.00

For 1 hours = 375.00 ÷ 8 46.88

(iv) Supervision Charges 15% of use rateUse rate = Ownership cost + Repair cost-Rate Interest Charges

= 35.02 + 21.90 - 14.06

= 42.86 x 15%= 6.43

(v) Surcharge = 10% of Repair Cost = 21.90 x 10%= 2.19

35.02 + 21.90 + 46.88

+ 6.43 + 2.19 = 112.42Hire Charges for approxmate 80 hours required for sinking of a tube well

Hire Charges 80 hrs. 112.42 x 80 = 8993.60(A+B+C) 27705.60

[ D ] Add Contractor's Profit & Overhead charges 15% of 27705.60 4155.84Total (A+B+C+D) 31861.44Rate per metre = 31,861.44 ÷ 60 = 531.02

say 531.00

5.3.2


[ A ] Labour for lowering of 125 mm dia PVC/GI Casing Pipes

Considering 8 hours required for lowering of casing pipe

a. Rig driller 1 Each 205.00 205.00

b. Asst driller 1 Each 190.00 190.00

c. Khallasi/ Mate 6 Each 170.00 1020.00



Labour for lowering the following sizes of G.I or P.V.C pipes with or without strainers as per

the necessity and fitted and fixed up in perfectly vertical position including cutting and threading

the pipes as may be necessary and supplying all jointing materials, extra sockets (GI or PVC heavy

quality) tools and plant etc complete and keeping the top of casing pipe threaded including

plugging tube wells to prevent entry of foreign materials from above.

1,50,00,000

8 0.514 𝑋 8 + 0.48

227


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ B ] Fuel & Lubricants for 0 to 30 Mtrs. of Lowering

HSD requirement for 5 hours @ 2 ltr.s per hour

10 Litre 55.00 550.00


1992.50


2291.38

Rate per metre = 2,291.38 ÷ 30 = 76.38

say 76.40

5.3.3

[ A ] Labour for developing of tubewellConsidering 8 hours required for development of tube well

a. Rig driller 1 Each 205.00 205.00b. Asst driller 1 Each 190.00 190.00c. Khallasi/ Mate 3 Each 170.00 510.00

[ B ] Fuel & Lubricants for 0 to 30 Mtrs. of LoweringHSD requirement for 5 hours @ 2 ltr.s per hour

10 Litre 55.00 550.00




5.3.4

[ A ] Labour charges for Sanitary Sealing of 1 tube wella. Rig driller 0.50 Each 205.00 102.50b. Asst driller 0.50 Each 190.00 95.00c. Khallasi/ Mate 0.50 Each 170.00 85.00

[ B ] HSD Required for grouting upto 5 Mtrs. depth using cement sealing3 Litre 55.00 165.00

Add 5% for lubricant 8.25[ C ] Cost of Cement 1 Qntl 714.00 714.00

1169.75[ D ] Add Contractor's Profit & Overhead charges 15% of 1169.75 175.46

1345.21Rate per metre = 1,345.21 ÷ 5 = 269.04

say 269.00

Supplying all materials, labour, tools and plant and providing sanitary sealing by cement

concrete grouting of annular space around GI/PVC/MS housing pipe upto 5 mtrs below ground

level (as per drawing) to plug the bore hole including cost of cement etc. all complete as per

direction of Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into

the rock at the bottom to ensure sanitary sealing

Cleaning and developing the tube well with their own compressor continuously worked till


necessary equipment and labour as per direction of the Engineer in charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

228


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.3.5

[ A ] (Details for 30 Mtrs.)Labour for withdrawing of 125 mm dia PVC/GI Casing Pipe Considering 8 hours required for withdrawing of Casing Pipe


[ B ] Fuel & Lubricants for 30 mtrs. casing withdrawingHSD requirement for 8 hour of withdrawing @ 2 ltr.s per hour

16 Litre 55.00 880.00

Add 5% for lubricant 44.00[ C ] Hire Charges of the Calix Rig

Hire Charges for 8 hour of drilling detailed calculated in item No.1 (c) Hire Charges 8 hrs. 112.42 X 8 = 899.36

3633.36[ D ] Add Contractor's Profit & Overhead charges 15% of 3633.36 545.00

4178.36Rate per metre = 4,178.36 ÷ 30 = 139.28

say 139.30

Supplying all materials, labour, tools and plant and withdrawing casing pipe from the


1,50,00,000

8 0.514 𝑋 8 + 0.48

229


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.4

5.4.1

[ A ] Labour for drilling of 125 mm dia bore 00 mtrs. to 30 Mtrs. and 100 mm dia bore beyond 30 Mtrs. upto 60 Mtrs.Labour chargesApprox. 20 days required with 8 hours of drilling daily for drilling upto 60 Mtrs. depth

a. Rig driller (20 x 1)= 20 Each 205.00 4100.00b. Asst driller (20 x 1)= 20 Each 190.00 3800.00c. Khallasi/ Mate (20 x 6)= 120 Each 170.00 20400.00

[ B ] Fuel & Lubricants for 0 to 60 Mtrs. of drillingHSD requirement for 20 days x 8 hours = 160 hours of drilling by Calix Rig @ 2 ltr.s per hour 320 Litre 55.00 17600.00





= 10 x 200 x 8 = 16000 HoursN = 16000 ÷ 2000 = 8C = 350000..00


=

= 2,00,900.00(i) Ownership Cost


=

= (27.34 + 14.58) x 1/2

= 20.96 /hr



= (2,00,900/2000) x 14/100

= 14.06


20.96 + 14.06

35.02 /hr

Labour for drilling of a perfectly vertical bore hole of specified diameter for a specified depth

below ground level through hard and boulder formation by means of Calix rigs as required to suit

the site condition as per the direction of the Engineer in charge including deployment of rigs with

its accessories, tools and plant and consumables etc for a finished bore suitable for lowering of 125

mm x 100 mm nominal dia GI or PVC casing pipes fitted with socket and with or without well

screen as per the necessary for soft and hard formations drilled by combination drilling method.

Sinking of 125mm x 100mm size Tube well through calix rigs in hard granite including

boulder formation areas with PVC/GI casing pipes (In hilly areas)

1,50,00,000

8 0.514 𝑋 8 + 0.48

230


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48



= (3,50,000/16,000) x 100/100

= 21.90 /hr


(a) Driller 1 Each 205.00 205.00

(b) Helper 1 Each 170.00 170.00375.00

For 1 hour = 375.00 ÷ 8 46.88

(iv) Supervision Charges 15% of use rate15% of Use rate = (Ownership cost + Repair cost-Rate Interest Charges)x15%

=( 35.02 + 21.90 - 14.06 )x15%

= 42.86 x 15%= 6.43


35.02 + 21.90 + 46.88

+ 6.43 + 2.19 = 112.42

Hire Charges for approxmate 176 hours required for sinking of a tube wellHire Charges 176 hrs. 112.42 x 176 = 19785.92

(A+B+C) 66565.92[ D ] Add Contractor's Profit & Overhead charges 15% of 66565.92 9984.89

Total (A+B+C+D) 76550.81Rate per metre = 76,550.81 ÷ 60 = 1275.85

say 1275.90

5.4.2

[ A ] (Details for 30 Mtrs.)

Labour for lowering of 125 mm dia PVC/GI Casing Pipes

Considering 8 hours required for lowering of casing pipe




[ B ] Fuel & Lubricants for 0 to 30 Mtrs. of Lowering

HSD requirement for lowering

10 Litre 55.00 550.00


1992.50


2291.38


Lowering the following size G.I/ PVC pipes with or without strainers as per the necessity,

fitted and fixed up in perfectly vertical position, including cutting and threading pipes as may be

necessary and suplying and fixing all jointing materials extra sockets (GI or PVC heavy quality),

tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging

tube wells to prevent entry of foreign materials from above.



1,50,00,000

8 0.514 𝑋 8 + 0.48

231


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.4.3

[ A ] Labour for developing of tubewellConsidering 8 hours required for development of tube well


[ B ] Fuel & Lubricants for developingHSD requirement for 8 hour for compressor

10 Litre 55.00 550.00




5.4.4

[ A ] Labour charges for Sanitary Sealing of 1 tube wella. Rig driller 0.50 Each 205.00 102.50b. Asst driller 0.50 Each 190.00 95.00c. Khallasi/ Mate 0.50 Each 170.00 85.00

[ B ] HSD Required for grouting upto 5 Mtrs. depth using cement sealing3 Litre 55.00 165.00

Add 5% for lubricant 8.25[ C ] Cost of Cement 1 Qntl 714.00 714.00

1169.75Add Contractor's Profit & Overhead charges 15% of 1169.75 175.46

1345.21Rate per metre = 1,345.21 ÷ 5 = 269.04

say 269.00

5.4.5

[ A ] (Details for 30 Mtrs.)Labour for withdrawing of 125 mm dia PVC/GI Casing Pipe Considering 8 hours required for withdrawing of Casing Pipe


[ B ] Fuel & Lubricants for 30 mtrs. casing withdrawingHSD requirement for 8 hour of withdrawing @ 2 ltr.s per hour

16 Litre 55.00 880.00


Hire Charges for 8 hour of drilling detailed calculated in item No.1 (c) Hire Charges 8 hrs. 112.42 X 8 = 899.36


4178.36Rate per metre = 4,178.36 ÷ 30 = 139.28

say 139.30

Supplying all materials, labour, tools and plant and providing sanitary sealing by cement

concrete grouting of annular space around GI/PVC/MS housing pipe upto 5 mtrs below ground

level (as per drawing) to plug the bore hole including cost of cement etc. all complete as per

direction of Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into

the rock at the bottom to ensure sanitary sealing






1,50,00,000

8 0.514 𝑋 8 + 0.48

232


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.5

5.5.1

[ A ] Setting for depths from 0 mtr to 100 mtr

Labour charges

a. Boring mistry 4 Each 190.00 760.00

b. Boring helper 20 Each 170.00 3400.00

c. Cost of bullah, bamboo and kata rasi etc LS 400.00

4560.00


5244.00

Rate per each setting or say 5244.00

[ B ] Setting for depths from 0 mtr to 200 mtr

Labour charges




5470.00


6290.50


[ C ] Setting for depths from 0 mtr to 200 mtr and beyond

Labour charges




6350.00


7302.50


5.5.2

To be paid as per actual on the current OPWD Schedule of Rate

Sinking of 125/100 mm x 50 mm size tube well through Hand Boring (Water Jet)

Method with Sanitary/ Saline Sealing (in all kinds of soil)

Supplying all materials, labour, tools and plant and setting up boring equipments including

erection of suitable staging for installation of the required size of tubewell, dismantling and

removing the same after completion of the work, includifng transportation of the boring

equipments, cleaning and levelling the site, excavation of mud pit, channels etc. levelling of site all

complete as per direction of Engineer-in-charge.

Supplying all labour, tools and plants and transporting boring pipes, top casing, grouting

pipes, PVC pipes and fittings, PVC well screens, cement bentonite and gravels etc to work sites

including loading and unloading etc. complete as per the direction of the Engineer-in-charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

233


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.5.3

Labour for drilling pilot bore from 0 to 360 mtr

a. Boring mistry 0.70 Each 190.00 133.00b. Boring helper 1.60 Each 170.00 272.00


465.75say 465.80

5.5.4

Labour for logging Considering 3 days required for logging

a. Boring Mistry 2 x 3 = 6 6 Each 190.00 1140.00b. Khallasi/ Mate/ Helper = 4 x 3 = 12 12 Each 170.00 2040.00


3657.00say 3657.00

5.5.5

[ A ] Reaming from 100 mm to 150 mm dia, 0 mtr to 360 mtr

Labour chargesa. Boring Mistry 0.10 Each 190.00 19.00b. Boring Helper 0.20 Each 170.00 34.00


60.95say 61.00

[ B ] Reaming from 150 mm to 200 mm dia, 0 mtr to 360 mtr



95.34say 95.30

Labour charges

Supplying all labour, tools and plants and drilling pilot bore not less than 102 mm dia without

casing pipes in all kinds of soils for the following depths excluding supply of necessary cutting

equipments, extra sockets (whenever required) etc and withdrawing the boring pipes, washing and

keeping the bore clear for logging if required all complete as per the direction of Engineer-in-

charge

Supplying all required labour for logging the bore through departmental logging team (till

logging team arrives at the site, the contractor is to keep the bore intact by circulating mud

through the mud circulating system) and when the logging team arrives at the site, the contractor

will withdraw the boring pipe with cutter etc. and keep the bore suitable for loggifng and supply

required labour to carry out the logging operation.

Supplying all labour, tools land plant and reaming the pilot bore to the following sizes and

depths without casing pipes including withdrawing the boring pipes, washing the bore by means of

pipe cylinder etc. all complete as per direction of Engineer-in-Charge.

1,50,00,000

8 0.514 𝑋 8 + 0.48

234


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ C ] Reaming from 200 mm to 250 mm dia, 0 mtr to 360 mtr



105.57say 105.60

5.5.6



750.38say 750.40

5.5.7

[ A ] 125mm /100 mm nominal dia pvc pipeLabour charges

a. Boring Mistry 0.045 Each 190.00 8.55b. Boring Helper 0.053 Each 170.00 9.01


20.19say 20.20

[ B ] 50mm nominal dia PVC pipeLabour charges



14.49say 14.50

5.5.8



2524.25say 2524.30

Supplying all labour, tools and plant and grouting with cement bentonite slurry for saline sealing

in the bore around the 50mm dia pvc Casing pipe etc all complete as per the direction of the

Engineer-in-Charge excluding the cost of Cement.

Supplying all labour, tools and plant and jointing materials and lowering the 300mm dia top casing

pipes into the positioin and removing the same after use all complete as per direction of Engineer-

in-Charge.

Supplying all labour, tools and plant and jointing materials and lowering the pvc casing pipes,

fittings and well screens in position, including fitting and fixing of centraliser, cutter plug and

washing the bore etc complete as per the direction of the Engineer in charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

235


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.5.9

Labour chargesa. Boring Mistry 1 Each 190.00 190.00b. Boring Helper 3 Each 170.00 510.00


805.00say 805.00

5.5.10



609.50say 609.50

5.5.11

a. Hire charges of deisel compressor(300cfm) 1 Hour 711.00 711.00b. Consumption of HSD 10 ltr 55.00 550.00


1450.15say 1450.20

5.5.12



711.28say 711.30

Supplying all labour, tools and plant and packing the bore with washed gravel (size P-6)

around the pipes in good quality excluding cost of gravel etc all complete as per the direction of

the Engineer-in-charge

Supplying all labour, tools and plant and grouting with cement slurry for sanitary sealing in the

bore around the upper most 3 metres of 125/100 mm dia PVC casing pipe properly as per the

direction of the Engineer-in-Charge. (Excluding the cost of cement)

Supplying all labour, tools and plant and materials for cleaning and developing the tubewell

with compressor continuously washed till clean and adequate discharge is obtained from the tube

well including supply and use of necessary equipments and labour complete in all respect as per

the direction of the Engineer-in-Charge.

Supplying all labour T&P for fitting and fixing of IM-II/IM-III hand pumps with 32/65 mm dia

G.I pipe 24mtr and C.I cylinders and 12 mm B.S connecting rod including lowering with fitting of

extra socket etc.as per the direction of the Engineer-in-charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

236


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.6

5.6.1

( I ) 00 mtrs. to 100 Mtrs.[ A ] Labour charges

Considering 5 days require with 8 hours per day for drilling of 0 to 100 m of one Production Wella. Rig driller 5 x 1 = 5 Each 205.00 1025.00b. Asst driller 5 x 1 = 5 Each 190.00 950.00c. Khallasi/ Mate 5 x 9 = 45 45 Each 170.00 7650.00

Rate per metre 9625.00[ B ] Fuel & Lubricants for 0 to 150 Mtrs. of drilling

HSD requirement for 40 hours @ 12 Ltrs/hour of drilling for both compressor and power pack 480 Ltrs 55.00 26400.00





= 10 x 200 x 8 = 16000 HoursN = 16000 ÷ 2000 = 8C = 9000000..00


=

=(i) Ownership Cost


=

= (703.12 + 375.00) x 1/2

= 539.06



= (51,66,000/2000) x 14/100

= 361.62

5166000.00

Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below

ground level in alluvial soil strata by Mud Rotary Rig drilling as required to suit the site condition as

per the direction of Engineer-in-Charge including use of own rigs with its accessories, tools and

plant and consumables etc for lowering of finished bore suitable for lowering of 200 mm dia

GI/PVC pipes for housing, fitted with socket and with or without well screen as per the necessity

for the soft, medium, hard and boulder formation (GI/PVC casing pipes if required by the

contractor to prevent collapse of over burden portion) including lower and withdrawing of casing

pipe after drilling 200 mm to 450 mm dia in over burden portion.

Sinking of 200 mm dia (8") Gravel Packed Production Well including saline sealing

where necessary through Rotary Drilling Rig 300 Mtrs with PVC/ GI Casing Pipes

1,50,00,000

8 0.514 𝑋 8 + 0.48

237


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48


539.06 + 361.62

900.68 /hr



= (90,00,000/16,000) x 100/100= 562.50 /hr

(iii) Operation & Maintenance Cost (a) Driller 1 Each 205.00 205.00(b) Helper 1 Each 170.00 170.00

375.00

For 1 hours = 375.00 ÷ 8 46.88(iv) Supervision Charges = 15% of use rate

15% of Use rate = (Ownership cost + Repair cost-Rate Interest Charges)x15% =( 900.68 + 562.50 - 361.62 ) x 15%

= 1101.56 x 15%= 165.23


900.68 + 562.50 + 46.88

+ 165.23 + 56.25 = 1731.54

Hire Charges for approxmate 40 hours required for sinking of a production wellHire Charges 40 hrs = 1731.54 x 40 = 69261.60

(A+B+C) 106606.60[ D ] Add Contractor's Profit & Overhead charges 15% of 106606.60 15990.99

Total (A+B+C+D) 122597.59Rate per metre = 122,597.59 ÷ 100 = 1225.98

say 1226.00

( II ) 100 mtr. to 200 Mtrs

[ A ] Labour chargesConsidering 6 days require with 8 hours per day for drilling of 101 to 200 m of one Production Well

a. Rig driller 6 x 1 = 6 Each 205.00 1230.00b. Asst driller 6 x 1 = 6 Each 190.00 1140.00c. Khallasi/ Mate 6 x 9 = 54 54 Each 170.00 9180.00

[ B ] Fuel & Lubricants for 101 to 200 Mtrs. of drillingHSD requirement for 48 hours @ 12 Ltrs/hour of drilling for both compressor and power pack

576 Ltrs 55.00 31680.00

Add 5% for lubricant 1584.00[ C ] Hire Charges of the Mud Rotary Rig

Hire Charges for approxmate 48 hours required for sinking of a production well - as per item No. 1 ( C )

Hire Charges 48 Hrs 1731.54 83113.92[ D ] Cost of Bentonite 15 bags @ 25kg / Bag 3.75 Qntl 269.00 1008.75


148277.17Rate per metre = 148,277.17 ÷ 100 = 1482.77

say 1482.80



1,50,00,000

8 0.514 𝑋 8 + 0.48

238


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

( III ) 200 Mtrs to 300 Mtrs. and above

[ A ] Labour charges

a. Rig driller 6 x 1 = 6 Each 205.00 1230.00b. Asst driller 6 x 1 = 6 Each 190.00 1140.00c. Khallasi/ Mate 6 x 9 = 54 54 Each 170.00 9180.00

[ B ] Fuel & Lubricants for 201 to 300 Mtrs. & above of drillingHSD requirement for 56 hours @ 12 Ltrs/hour of drilling for both compressor and power pack

672 Ltrs 55.00 36960.00

Add 5% for lubricant 1848.00[ C ] Hire Charges of the Mud Rotary Rig

Hire Charges for approxmate 56 hours required for sinking of a production well - as per itemNo.1(C)

Hire Charges 56 Hrs 1731.54 96966.24[ D ] Cost of Bentonite 17.5 bags @ 25kg / Bag 4.38 Qntl 269.00 1176.88


170776.29Rate per metre = 170,776.29 ÷ 100 = 1707.76

say 1707.80

5.6.2

Details for 30 Mtrs.

[ A ] Labour for lowering of 200 mm dia PVC/GI Casing Pipe

Considering 1 day= 8 hour. required for lowering of Casing Pipe

Labour charges

a. Rig driller = 1 x 1 = 1 1 Each 205.00 205.00

b. Asst driller = 1 x 1 = 1 1 Each 190.00 190.00

c. Khallasi/ Mate = 1 x 9 = 9 9 Each 170.00 1530.00

[ B ] Fuel & Lubricants for 0 to 300 Mtrs. & above of lowering

HSD requirement for 8 hour @ 12 ltr.s / hour for lowering for both compressor and power pack

96 Litre 55.00 5280.00

Add 5% for lubricant 264.00[ C ] Hire Charges for approxmate 8 hours required for lowering of casing pipe

Hire Charges 8 Hrs 1731.54 13852.3221321.32


24519.52Rate per metre = 24,519.52 ÷ 300 = 81.73

say 81.70

5.6.3

(A) Labour for developing of production well

Supply of all labour & T&P for lowering the following size G.I./PVC pipes with or without

slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical

position, including cutting and threading pipe and slotted pipe and fixing all jointing materials etc.


entry of foreign materials from above excluding cost of fittings & jointing materials.

Cleaning and developing the production well using their own compressor continuously

worked till clear and adequate discharge is obtained from the tube well including supply and use of

all necessary equipment and labour as per the direction of Engineer-in-Charge.

Considering 7 days require with 8 hours per day for drilling of 201 to 300 mtr & above of one

Production Well

1,50,00,000

8 0.514 𝑋 8 + 0.48

239


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

Considering 8 hour. required for development of production well

a. Rig driller = 1 x 1 = 1 1 Each 205.00 205.00

b. Asst driller = 1 x 1 = 1 1 Each 190.00 190.00

c. Khallasi/ Mate = 1 x 4 = 4 4 Each 170.00 680.00

(B) Fuel & Lubricants for developing


80 Litre 55.00 4400.00


[ C ] Hire Charges for approxmate 8 hours required for developing of productionwell

Hire Charges 8 Hrs 1731.54 13852.3219547.32


22479.42say 22479.40

5.6.4



2524.25say 2524.30

5.6.5

Details for 1 cuma. Boring Mistry 1.00 Each 190.00 190.00b. Boring Helper 3.00 Each 170.00 510.00


Rate per cum 805.00say 805.00

5.6.6

(A) Labour for sanitary sealinga. Asst driller = 1 x 0.75 = 0.75 0.75 Each 190.00 142.50b. Khallasi/ Mate = 1 x 2.80 = 2.80 2.80 Each 170.00 476.00

(B) Cost of Cement 5 bags 2.50 Qntl 714.00 1785.00


2764.03say 2764.00

N.B::- Each bag cement (50 kg) added with 24 ltr of water and 1 to 2 kg bentonite powder will form 40ltrs of slurry (0.021 cum)

Supplying all labour,T&P and materials for packing the bore with washed gravel (size P-6)

around the pipes in good quality excluding cost of gravel etc complete as per the direction of the

Engineer-in-Charge.

Supplying all materials labour and T&P and grouting with cement slurry for sanitary sealing

around the GI/PVC casing pipe up to 3 mtrs. Below ground level including cost of cement all

complete as per the direction of Engineer-in-Charge


in the bore around the 200mm dia P.V.C. Casing pipe etc all complete as per the direction of the

Engineer-in-Charge. (Excluding the cost of Cement.)

1,50,00,000

8 0.514 𝑋 8 + 0.48

240


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.6.7

Details for 300 Mtrs

[ A ] Labour for withdrawing of 200mm dia PVC/GI Casing Pipe

Considering 8 hour required for withdrawing of Casing Pipe




[ B ] Fuel & Lubricants for 300 mtrs. casing withdrawing

HSD requirement for 8 hour of withdrawing for both compressor and power pack

96 Litre 55.00 5280.00


[ C ] Hire Charges of the Mud Rotary Rig

Hire Charges for 8 hour required for withdrawing of 300 mtr casing pipe

Hire Charges 8 Hrs 1731.54 13852.32

21321.32


24519.52




1,50,00,000

8 0.514 𝑋 8 + 0.48

241


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.7

5.7.1

Labour charges




5470.00


6290.50

Rate per setting or say 6291.00

5.7.2

To be paid as per actual on the current OPWD Schedule of Rate

5.7.3

Labour for drilling pilot bore from 0 to 360 mtr

a. Boring mistry 0.70 Each 190.00 133.00b. Boring helper 1.60 Each 170.00 272.00


465.75say 465.80

5.7.4

Labour for logging Considering 3 days required for logging

a. Boring Mistry 2 x 3 = 6 6 Each 190.00 1140.00b. Khallasi/ Mate/ Helper = 4 x 3 = 12 12 Each 170.00 2040.00


3657.00say 3657.00

Supplying all labour, tools and plants and transporting boring pipes, top casing, grouting

pipes, PVC pipes and fittings, PVC well screens, cement bentonite and gravels etc to work sites

including loading and unloading etc. complete as per the direction of the Engineer-in-charge

Supplying all labour, tools and plants and drilling pilot bore not less than 102 mm dia without

casing pipes in all kinds of soils for the following depths excluding supply of necessary cutting

equipments, extra sockets (whenever required) etc and withdrawing the boring pipes, washing and

keeping the bore clear for logging if required all complete as per the direction of Engineer-in-

charge

Supplying all required labour for logging the bore through departmental logging team (till

logging team arrives at the site, the contractor is to keep the bore intact by circulating mud

through the mud circulating system) and when the logging team arrives at the site, the contractor

will withdraw the boring pipe with cutter etc. and keep the bore suitable for loggifng and supply

required labour to carry out the logging operation.

Supplying all materials, labour, tools and plant and setting up boring equipments including

erection of suitable staging for installation of the required size of tubewell, dismantling and

removing the same after completion of the work, includifng transportation of the boring

equipments, cleaning and levelling the site, excavation of mud pit, channels etc. levelling of site all

complete as per direction of Engineer-in-charge.

CONSTRUCTION OF 150MM DIA GRAVEL PACKED PRODUCTION

WELL THROUGH HAND BORING (WATER JET) METHOD WITH

SANITARY/SALINE SEALING

Labour charges

1,50,00,000

8 0.514 𝑋 8 + 0.48

242


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.7.5

[ A ] Reaming from 100 mm to 150 mm dia, 0 mtr to 360 mtr



80.50say 80.50

[ B ] Reaming from 150 mm to 200 mm dia, 0 mtr to 360 mtr



95.34say 95.30

[ C ] Reaming from 200 mm to 250 mm dia, 0 mtr to 360 mtr



105.57say 105.60

5.7.6



750.38say 750.40

5.7.7

[ A ] 150 mm nominal dia pvc pipeLabour charges



57.73say 57.70

Supplying all labour, tools land plant and reaming the pilot bore to the following sizes and

depths without casing pipes including withdrawing the boring pipes, washing the bore by means of

pipe cylinder etc all complete as per direction of Engineer-in-Charge.

Supplying all labour, tools and plant and jointing materials and lowering the 300mm dia top casing

pipes into the positioin and removing the same after use all complete as per direction of Engineer-

in-Charge.

Supplying all labour, tools and plant and jointing materials and lowering the pvc casing pipes,

fittings and well screens in position including fitting and fixing of centraliser, cutter plug and

washing the bore etc complete as per the direction of the Engineer in charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

243


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.7.8



2524.25say 2524.30

5.7.9



805.00say 805.00

5.7.10

Labour charges

a. Boring Mistry 1 Each 190.00 190.00b. Boring Helper 2 Each 170.00 340.00


609.50say 609.50

5.7.11

a. Hire charges of deisel compressor (400 cfm) 1 Hour 856.00 856.00b. Consumption of HSD 13 ltr 55.00 715.00


1806.65say 1806.70

Supplying all labour, tools and plant and materials for cleaning and developing the tubewell

with compressor continuously washed till clean and adequate discharge is obtained from the tube

well including supply and use of necessary equipments and labour complete in all respect as per

the direction of the Engineer-in-Charge.


in the bore around the 150mm dia pvc Casing pipe etc all complete as per the direction of the

Engineer-in-Charge excluding the cost of Cement.

Supplying all labour, tools and plant and packing the bore with washed gravel (size P-6)

around the pipes in good quality excluding cost of gravel etc all complete as per the direction of

the Engineer-in-charge

Supplying all labour, tools and plant and grouting with cement slurry for sanitary sealing in the

bore around the upper most 3 metres of 150 mm dia PVC casing pipe properly as per the direction

of the Engineer-in-Charge. (Excluding the cost of cement)

1,50,00,000

8 0.514 𝑋 8 + 0.48

244


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.8

5.8.1

A] Labour for drilling 150mm dia bore

0mtr to 30mtr

Considering four hours required for drilling of 150mm dia from 0mtr to 30mtr

a) Rig Driller 0.30 Each 205.00 61.50

b) Asst. Driller 0.30 Each 190.00 57.00

c) Khallasi/Mate 2.00 Each 170.00 340.00

458.50

B] Labour for drilling of 125mm dia Bore (30m.to 150m)a) Rig Driller 0.75 Each 205.00 153.75b) Asst. Driller 0.75 Each 190.00 142.50c) Khallasi/Mate 4.50 Each 170.00 765.00

1061.25C] Fuel & lubricants for 0 to 150mtr of drilling

HSD requirement for 9 hours of drilling for both compressor and power pack

720 Ltr 55.00 39600.00Add 5% for lubricant 1980.00

41580.00D] Hire charges of the DTH combination rig

as per 200mm dia/150mm dia production well 36689.6079789.35


91757.75Rate per metre = 91,757.75 ÷ 150 = 611.72

say 611.70

5.8.2

(Details for 45 Mtrs.)[ A ] Labour for lowering of 150 mm dia PVC/GI Casing Pipes

Considering 1 hour required for lowering of Casing PipeLabour charges


Labour for drilling a perfectly vertical bore hole of specified dia for a specifieddepth below

ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs

or combination drilling rigs (650 cfm/200 psi) as required to suit the site condition as per the

direction of Engineer-in-Charge including use of own rigs with its accessories, tools and plant and


or without well screen as per the necessity for soft, medium, hard and houlder formation(GI/PVC


including lowering and withdrawing after completion of the tube well). Withdrawing after

completion of the tube well






Sinking of 150x125 mm dia Production Well through D.T.H or

Combination drilling rig in hard rock areas with PVC/GI casing pipe

1,50,00,000

8 0.514 𝑋 8 + 0.48

245


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

[ B ] Fuel & Lubricants for 0 to 45 Mtrs. and above of LoweringHSD requirement for 1 hour of lowering for both compressor and power pack

60 Litre 55.00 3300.00



4147.48Rate per metre = 4,147.48 ÷ 45 = 92.17

say 92.20

5.8.3

(A) Labour for developing of tubewellConsidering 2 hour. required for Cleaning and developing the tube well


(B) Fuel & Lubricants for developingHSD requirement for 1.50 hour for both compressor and power pack

45 Litre 55.00 2475.00


(C) Add Contractor's Profit & Overhead charges 15% of 2867.50 430.13


5.8.4

(Details for 30 Mtrs)[ A ] Labour for withdrawing of 150 mm dia PVC/GI Casing Pipe


[ B ] Fuel & Lubricants for developingHSD requirement for 1 hour for both compressor and power pack

30 Litre 55.00 1650.00


Hire Charges for 1 hour use of compressor & power pack to withdraw casing pipe detailed calculated in item No.1 [ C ] 2293.10


5540.82Rate per metre = 5,540.82 ÷ 30 = 184.69

or say 185.00






1,50,00,000

8 0.514 𝑋 8 + 0.48

246


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.9

5.9.1

[ A ] Labour for drilling of 125mm dia bore

00 mtr to 40 mtrs

(The over burden boulder formation by ODEX method)

Labour charges

Considering 12 hours required for drilling of one tube well




d. Welder 1.50 Each 205.00 307.50


[ B ] Fuel & Lubricants for 0 to 40 Mtrs. of drilling


360 Ltrs 55.00 19800.00




N = No. of Blocks






= 10 x 200 x 8 = 16000 Hours

N = 16000 ÷ 2000 = 8

C = 12000000..00


=

= 68,88,000.00

Sinking of 125mm/100mm size tube well through D.T.H or

Combination drilling rigs in boulder formation areas with M.S casing

pipes.

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with

down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with

deployment of rig, necessary accessories and consumables for a specified depth below ground level

including supply of necessary cashing shoe, odex tools and plants, jointing materials, extra sockets

where required withdrawing of pipes, lowering the M.S. (ERW) pipes and fitting and fixing in

perfectly vertical position including cutting and welding for jointing the pipes for simultaneous

casing lowering in over burden boulder formation till encounter of hard rock and to drill 125mm

DTH upto the desired depth as may be necessary, clearing the site and washing bore etc., all

complete providing sanitary sealing upto 5 metres depth below ground level as per the direction of

Engineer-in-charge

1,50,00,000

8 0.514 𝑋 8 + 0.48

247


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

(i) Ownership Cost


= (937.50 + 500.00) X 1/2

= 718.75/hr



= (68,88,000/2000) x 14/100

= 482.16


718.75 + 482.16

1200.91 /hr



= (12000000/16,000) x 100/100

= 750.00 /hr


(a) Driller 1 Each 205.00 205.00

(b) Helper 1 Each 170.00 170.00

(c) Welder 1 Each 205.00 205.00

580.00

For 1 hours = 580.00 ÷ 8 72.50

(iv) Supervision Charges= 15% of use rate

15% of Use rate =( Ownership cost + Repair cost-Rate Interest Charges)x 15%

=( 1200.91 + 750.00 - 482.16 )x15%

= 1468.75 x 15%

= 220.31


= 750.00 x 10%

= 75.00

1200.91 + 750.00 + 72.50

+ 220.31 + 75.00 = 2318.72



50534.64


58114.84

Rate per metre = 58,114.84 ÷ 40 = 1452.87

say 1452.90



1,50,00,000

8 0.514 𝑋 8 + 0.48

248


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.9.2

For soft, medium, hard rock formationRate same as item No. 6.2.1 Mtr 480.20

5.9.3

Rate same as item No. 6.2.3 Each 2147.00

5.9.4

Rate same as item No. 6.2.4 Mtr 173.70

Labour for drilling a perfectly vertical bore hole of 100mm dia for a specified depth below

boulder zone through consolidated and unconsolidated rock with down the hole hammer drilling

rigs or combination drilling rigs as required to suit the site condition as per the direction of

Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables

etc.



necessary equipment and labour as per the direction of Engineer-in-Charge


unsuccessful bore and depositing in the departmental store in good condition

1,50,00,000

8 0.514 𝑋 8 + 0.48

249


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.10

5.10.1

[ A ] Labour for drilling of 200mm dia bore

00 mtr to 40 mtrs

(The over burden boulder formation by ODEX method)

Labour charges

Considering 12 hours required for drilling of one tube well




d. Welder 2.25 Each 205.00 461.25


[ B ] Fuel & Lubricants for 0 to 40 Mtrs. of drilling


540 Ltrs 55.00 29700.00




N = No. of Blocks






= 10 x 200 x 8 = 16000 Hours

N = 16000 ÷ 2000 = 8

C = 15000000..00


=

=

Sinking of 200mm/150mm size tube well through D.T.H or

Combination drilling rigs in boulder formation areas with M.S casing

pipes.

Supplying all labour and drilling perfectly vertical bore holes in boulder formation areas with

down the hole hammer drilling rigs or combination drilling rigs to suit the site condition with

deployment of rig, necessary accessories and consumables for a specified depth below ground level

including supply of necessary cashing shoe, odex tools and plants, jointing materials, extra sockets

where required withdrawing of pipes, lowering the M.S. (ERW) pipes and fitting and fixing in

perfectly vertical position including cutting and welding for jointing the pipes for simultaneous

casing lowering in over burden boulder formation till encounter of hard rock and to drill 200mm

DTH upto the desired depth as may be necessary, clearing the site and washing bore etc., all

complete providing sanitary sealing upto 5 metres depth below ground level as per the direction of

Engineer-in-charge

8,610,000.00

1,50,00,000

8 0.514 𝑋 8 + 0.48

250


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

(i) Ownership Cost


=

= (1171.88 + 625.00) X 1/2

= 898.44/hr



= (86,10,000/2000) x 14/100

= 602.70


898.44 + 602.70

1501.14 /hr



= (15000000/16,000) x 100/100

= 937.50 /hr


(a) Driller 1 Each 205.00 205.00

(b) Helper 1 Each 170.00 170.00

(c) Welder 1 Each 205.00 205.00

580.00

For 1 hours = 580.00 ÷ 8 72.50

(iv) Supervision Charges= 15% of use rate

15% of Use rate =( Ownership cost + Repair cost-Rate Interest Charges)x 15%

=( 1501.14 + 937.50 - 602.7 )x15%

= 1835.94 x 15%

= 275.39


= 937.50 x 10%

= 93.75

1501.14 + 937.50 + 72.50

+ 275.39 + 93.75 = 2880.28



85910.04


98796.55

Rate per metre = 98,796.55 ÷ 40 = 2469.91

say 2469.90



1,50,00,000

8 0.514 𝑋 8 + 0.48

251


Description2

1,50,00,000

8 0.514 𝑋 8 + 0.48

5.10.2

For soft, medium, hard rock formationRate same as item No. 6.8.1 Mtr 611.70

5.10.3

Rate same as item No. 6.8.3 Each 3297.60

5.10.4

Rate same as item No. 6.8.4 Mtr 185.00

Labour for drilling a perfectly vertical bore hole of 100mm dia for a specified depth below

boulder zone through consolidated and unconsolidated rock with down the hole hammer drilling

rigs or combination drilling rigs as required to suit the site condition as per the direction of

Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables

etc.



necessary equipment and labour as per the direction of Engineer-in-Charge


unsuccessful bore and depositing in the departmental store in good condition

1,50,00,000

8 0.514 𝑋 8 + 0.48

252

ANNEXURES

Annexure-1Table - 1.1

Weight in

Quintal

Rate per

MtrAmount

1 80 0.161 664.49 773.60

2 100 0.205 832.15 968.90

3 125 0.268 1057.91 1232.20

4 150 0.333 1283.13 1495.00

5 200 0.486 1869.15 2177.90

6 250 0.656 2520.20 2936.50

7 300 0.847 3255.26 3793.00

8 350 1.066 4096.37 4773.00

9 400 1.295 4979.79 5802.30

10 450 1.563 6009.36 7001.90

11 500 1.833 7049.45 8213.80

12 600 2.443 9392.26 10943.60

13 700 3.150 12113.28 14114.00

14 750 3.533 13584.11 15827.80

15 800 3.954 15202.01 17712.90

16 900 4.817 18521.87 21581.10

17 1000 5.790 22261.97 25939.00

Table - 1.2

Weight in

Quintal

Rate per

MtrAmount

1 80 0.175 721.70 840.20

2 100 0.224 909.63 1059.10

3 125 0.290 1145.78 1334.60

4 150 0.363 1397.32 1628.10

5 200 0.527 2025.42 2360.00

6 250 0.713 2740.28 3192.90

7 300 0.921 3539.69 4124.40

8 350 1.153 4432.46 5164.60

9 400 1.413 5433.20 6330.60

10 450 1.713 6586.75 7674.70

11 500 1.989 7648.01 8911.20

12 600 2.658 10220.42 11908.50

13 700 3.434 13204.26 15385.20

14 750 3.850 14803.84 17249.00

15 800 4.295 16514.93 19242.70

16 900 5.240 20148.60 23476.50

17 1000 6.306 24247.53 28252.50

Class-A

Class-LA

Sl No.Dia in

mm

Sl No.Dia in

mm

Table - 1.3

Weight in

Quintal

Rate per

MtrAmount

1 80 0.189 780.05 908.10

2 100 0.240 974.61 1134.80

3 125 0.311 1228.75 1431.20

4 150 0.391 1505.11 1753.70

5 200 0.566 2175.31 2534.60

6 250 0.768 2951.66 3439.20

7 300 0.995 3824.09 4455.70

8 350 1.249 4801.51 5594.60

9 400 1.522 5852.32 6818.90

10 450 1.844 7090.46 8261.60

11 500 2.148 8259.39 9623.60

12 600 2.874 11050.97 12876.30

13 700 3.702 14234.76 16585.90

14 750 4.167 16022.75 18669.20

15 800 4.634 17818.44 20761.50

16 900 5.664 21778.95 25376.20

17 1000 6.801 26150.89 30470.20

For deriving cost of all types of CI pipes, specials the following rates have been considered.

1 80mm dia = Rs.41,272.44/MT

2 100mm dia = Rs.40,608.68/MT

3 125mm dia = Rs.39,509.70/MT

4 150mm dia = Rs.38,493.78/MT

5 200mm dia = Rs.38,433.10/MT

6 250mm dia = Rs.38,433.10/MT

7 300mm dia = Rs.38,433.10/MT

8 350mm dia = Rs.38,442.84/MT

9 400mm dia = Rs.38,451.53/MT

Class-B

Sl No.Dia in

mm

2


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.203 837.83 975.30

2 100 0.255 1035.52 1205.70

3 125 0.330 1303.82 1518.60

4 150 0.414 1593.64 1856.80

5 200 0.595 2286.77 2664.50

6 250 0.797 3063.12 3569.10

7 300 1.026 3943.24 4594.60

8 350 1.262 4851.49 5652.80

9 400 1.560 5998.44 6989.20

10 450 1.886 7251.96 8449.80

11 500 2.191 8424.73 9816.20

12 600 2.938 11297.06 13163.00

Table - 2.2

Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.216 891.48 1037.80

2 100 0.270 1096.43 1276.60

3 125 0.353 1394.69 1624.50

4 150 0.441 1697.58 1977.90

5 200 0.635 2440.50 2843.60

6 250 0.853 3278.34 3819.80

7 300 1.100 4227.64 4925.90

8 350 1.357 5216.69 6078.30

9 400 1.668 6413.72 7473.10

10 450 1.994 7667.24 8933.60

11 500 2.353 9047.65 10542.00

12 600 3.153 12123.77 14126.20

Class-A

Class-B

Sl No. Dia in mm

Sl No. Dia in mm

3


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.175 721.70 840.20

2 100 0.224 909.63 1059.10

3 125 0.290 1145.78 1334.60

4 150 0.363 1397.32 1628.10

5 200 0.527 2025.42 2360.00

6 250 0.713 2740.28 3192.90

7 300 0.921 3539.69 4124.40

8 350 1.153 4432.46 5164.60

9 400 1.413 5433.20 6330.60

10 450 1.713 6586.75 7674.70

11 500 1.989 7648.01 8911.20

12 600 2.658 10220.42 11908.50

13 700 3.434 13204.26 15385.20

14 750 3.850 14803.84 17249.00

15 800 4.295 16514.93 19242.70

16 900 5.240 20148.60 23476.50

17 1000 6.306 24247.53 28252.50

Table - 3.2

Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.189 780.05 908.10

2 100 0.240 974.61 1134.80

3 125 0.311 1228.75 1431.20

4 150 0.391 1505.11 1753.70

5 200 0.566 2175.31 2534.60

6 250 0.768 2951.66 3439.20

7 300 0.995 3824.09 4455.70

8 350 1.249 4801.51 5594.60

9 400 1.522 5852.32 6818.90

10 450 1.844 7090.46 8261.60

11 500 2.148 8259.39 9623.60

12 600 2.874 11050.97 12876.30

13 700 3.702 14234.76 16585.90

14 750 4.167 16022.75 18669.20

15 800 4.634 17818.44 20761.50

16 900 5.664 21778.95 25376.20

17 1000 6.801 26150.89 30470.20

Dia in

mmSl No.

Sl No.Dia in

mm

Class-A

Class-B

4


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.197 813.07 946.50

2 100 0.247 1003.03 1167.90

3 125 0.317 1252.46 1458.80

4 150 0.399 1535.90 1789.60

5 200 0.574 2206.06 2570.40

6 250 0.770 2959.35 3448.20

7 300 0.988 3797.19 4424.40

8 350 1.240 4766.91 5554.30

9 400 1.521 5848.48 6814.50

10 450 1.825 7017.40 8176.50

11 500 2.131 8194.02 9547.40

12 600 2.854 10974.07 12786.60

13 700 3.715 14284.74 16644.10

14 750 4.187 16099.66 18758.80

15 800 4.699 18068.37 21052.70

16 900 5.689 21875.08 25488.20

17 1000 6.900 26531.56 30913.80

Table - 4.2

Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.210 866.72 1009.00

2 100 0.262 1063.95 1238.80

3 125 0.340 1343.33 1564.70

4 150 0.426 1639.84 1910.70

5 200 0.614 2359.79 2749.60

6 250 0.826 3174.57 3698.90

7 300 1.062 4081.60 4755.80

8 350 1.335 5132.12 5979.80

9 400 1.629 6263.75 7298.30

10 450 1.955 7517.27 8758.90

11 500 2.288 8797.71 10250.80

12 600 3.069 11800.77 13749.90

13 700 3.981 15307.55 17835.90

14 750 4.504 17318.57 20179.10

15 800 5.039 19375.73 22576.00

16 900 6.112 23501.58 27383.30

17 1000 7.392 28423.37 33118.00

Dia in

mm

Class-B

Sl No.

Sl No.Dia in

mm

Class-A

5


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.225 928.63 1081.00

2 100 0.285 1157.35 1347.60

3 125 0.370 1461.86 1702.70

4 150 0.465 1789.96 2085.60

5 200 0.669 2571.17 2995.90

6 250 0.905 3478.20 4052.70

7 300 1.169 4492.83 5234.90

8 350 1.473 5662.63 6597.90

9 400 1.796 6905.89 8046.50

10 450 2.163 8317.07 9690.80

11 500 2.526 9712.86 11317.10

12 600 3.385 13015.84 15165.70

13 700 4.379 16837.92 19619.00

14 750 4.945 19014.28 22154.90

Sl No.Dia in

mm

Class-B

6


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.120 495.27 576.60

2 100 0.142 576.64 671.40

3 125 0.189 746.73 869.80

4 150 0.232 893.06 1040.60

5 200 0.369 1418.18 1652.40

6 250 0.484 1860.16 2167.40

7 300 0.623 2394.38 2789.90

8 350 0.825 3171.53 3695.40

9 400 1.003 3856.69 4493.70

10 450 1.210 4652.64 5421.10

11 500 1.503 5779.26 6733.80

12 600 2.003 7701.84 8973.90

Dia in

mmSl No.

LP

7


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.130 638.50 741.90

2 100 0.163 800.60 930.20

3 125 0.205 996.30 1157.70

4 150 0.248 1178.07 1369.20

5 200 0.333 1618.35 1880.50

6 250 0.438 2171.81 2523.10

7 300 0.555 2753.80 3199.20

8 350 0.693 3360.81 3905.40

9 400 0.828 4035.79 4689.50

10 450 0.988 4794.03 5570.80

11 500 1.150 5600.78 6508.00

12 600 1.520 7395.22 8593.20

13 700 1.938 9443.30 10972.80

14 750 2.175 10600.56 12317.50

15 800 2.408 11719.62 13618.00

16 900 2.928 14265.68 16576.30

17 1000 3.498 17049.71 19811.20

Table - 7.2

Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.121 546.53 635.60

2 100 0.154 695.58 808.90

3 125 0.185 830.87 966.30

4 150 0.228 1023.99 1190.90

5 200 0.301 1343.52 1562.60

6 250 0.393 1771.95 2060.70

7 300 0.484 2243.22 2607.90

8 350 0.660 2740.41 3190.00

9 400 0.783 3294.12 3833.90

10 450 0.914 3873.64 4508.00

11 500 1.066 4571.33 5319.20

12 600 1.386 6042.67 7029.90

13 700 1.889 8192.40 9531.40

14 750 2.135 9426.51 10965.00

15 800 2.395 10757.71 12511.10

16 900 2.827 13104.78 15235.40

17 1000 3.482 15670.81 18224.50

Dia in mmSl No.

Sl No. Dia in mm

Class-K-7

Class-K-9

8


Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.14 687.62 798.90

2 100 0.17 834.98 970.10

3 125 0.21 1020.60 1185.90

4 150 0.25 1187.57 1380.30

5 200 0.34 1652.37 1920.10

6 250 0.45 2231.31 2592.30

7 300 0.57 2828.23 3285.70

8 350 0.70 3394.76 3944.80

9 400 0.84 4094.28 4757.40

10 450 0.99 4803.73 5582.00

11 500 1.15 5600.78 6508.00

12 600 1.53 7443.87 8649.70

13 700 1.94 9453.05 10984.20

14 750 2.19 10673.67 12402.50

15 800 2.43 11826.69 13742.40

16 900 2.92 14226.70 16531.00

17 1000 3.50 17059.46 19822.50

Table - 8.2

Weight in

Quintal

Rate per

Mtr

Amount

1 80 0.130 587.18 682.80

2 100 0.161 727.20 845.70

3 125 0.190 853.33 992.40

4 150 0.230 1032.97 1201.30

5 200 0.308 1374.76 1598.90

6 250 0.405 1826.06 2123.60

7 300 0.499 2312.74 2688.80

8 350 0.667 2769.47 3223.80

9 400 0.795 3344.60 3892.70

10 450 0.916 3882.12 4517.90

11 500 1.066 4571.33 5319.20

12 600 1.396 6086.27 7080.60

13 700 1.891 8201.07 9541.50

14 750 2.150 9492.74 11042.10

15 800 2.417 10856.53 12626.00

16 900 2.819 13067.70 15192.30

17 1000 3.484 15679.81 18235.00

Class-K-7 Flanged

Sl No.

Sl No.Dia in

mm

Dia in

mm

Class-K-9 Flanged

9

Annexure-9

Table - 9.1

Weight in

Quintal

Rate per

Each

Amount

1 80 0.180 742.90 872.602 100 0.240 974.61 1145.203 125 0.330 1303.82 1532.904 150 0.430 1655.23 1947.205 200 0.670 2575.02 3029.406 250 0.980 3766.44 4431.007 300 1.350 5188.47 6104.008 350 1.810 6958.15 8185.909 400 2.340 8997.66 10585.2010 450 2.900 11150.94 13118.4011 500 3.700 14227.07 16737.2012 600 5.460 20994.54 24698.7013 700 7.700 29607.68 34831.5014 750 8.990 34567.93 40666.9015 800 10.470 40258.75 47361.8016 900 13.890 53409.18 62832.5017 1000 17.800 68443.72 80519.60

Table - 9.2

Weight in

Quintal

Rate per

Each

Amount

1 80 0.180 742.90 872.602 100 0.240 974.61 1145.203 125 0.320 1264.31 1486.504 150 0.410 1578.24 1856.705 200 0.620 2382.85 2803.306 250 0.890 3420.55 4024.107 300 1.210 4650.41 5471.008 350 1.590 6112.41 7190.909 400 2.020 7767.21 9137.6010 450 2.480 9535.98 11218.5011 500 3.100 11919.97 14023.1012 600 4.480 17226.29 20265.6013 700 6.190 23801.50 28000.9014 750 7.160 27531.30 32388.8015 800 8.270 31799.42 37410.0016 900 10.770 41412.30 48718.9017 1000 13.680 52601.69 61882.50

Dia in

mm

90° bend

Sl No.Dia in

mm

Sl No.

45° bend

10

Table - 9.3

Weight in

Quintal

Rate per

EachAmount

1 80 0.160 660.36 775.702 100 0.210 852.78 1002.003 125 0.270 1066.76 1254.204 150 0.350 1347.28 1584.905 200 0.530 2036.95 2396.406 250 0.750 2882.48 3391.107 300 1.000 3843.31 4521.508 350 1.300 4997.57 5879.309 400 1.640 6306.05 7418.7010 450 1.970 7574.95 8911.4011 500 2.460 9459.08 11128.0012 600 3.510 13496.49 15877.7013 700 4.780 18379.83 21622.7014 750 5.510 21186.79 24924.9015 800 6.320 24301.37 28589.0016 900 8.130 31261.09 36776.7017 1000 10.240 39374.37 46321.40

Table - 9.4

Weight in

Quintal

Rate per

EachAmount

1 80 0.150 619.09 727.202 100 0.190 771.56 906.603 125 0.250 987.74 1161.304 150 0.320 1231.80 1449.105 200 0.480 1844.79 2170.306 250 0.670 2575.02 3029.407 300 0.890 3420.55 4024.108 350 1.150 4420.93 5201.009 400 1.140 4383.47 5156.9010 450 1.720 6613.66 7780.5011 500 2.150 8267.08 9725.7012 600 3.020 11612.36 13661.2013 700 4.080 15688.22 18456.2014 750 4.690 18033.77 21215.6015 800 5.340 20533.12 24155.9016 900 6.820 26223.94 30850.8017 1000 8.520 32760.70 38540.90

Sl No.Dia in

mm

22.50o bend

11.25° bend

Sl No.Dia in

mm

11


Sl No.Size in

mm

Weight in

Quintal

Rate per

Each

Amount

1 80x80 0.230 949.27 1115.002 100x80 0.280 1137.04 1336.103 100x100 0.300 1218.26 1431.504 125x80 0.360 1422.35 1672.305 125x100 0.380 1501.37 1765.206 125x125 0.410 1619.90 1904.607 150x80 0.450 1732.22 2037.808 150x100 0.470 1809.21 2128.409 150x125 0.500 1924.69 2264.2010 150x150 0.530 2040.17 2400.1011 200x80 0.670 2575.02 3029.4012 200x100 0.690 2651.88 3119.8013 200x125 0.710 2728.75 3210.2014 200x150 0.740 2844.05 3345.9015 200x200 0.810 3113.08 3662.4016 250x80 0.940 3612.71 4250.2017 250x100 0.960 3689.58 4340.6018 250x125 0.990 3804.88 4476.2019 250x150 1.020 3920.18 4611.9020 250x200 1.080 4150.77 4883.2021 250x250 1.160 4458.24 5244.9022 300x80 1.280 4919.44 5787.5023 300x100 1.290 4957.87 5832.7024 300x125 1.320 5073.17 5968.3025 300x150 1.340 5150.04 6058.8026 300x200 1.420 5457.50 6420.5027 300x250 1.500 5764.97 6782.2028 300x300 1.590 6110.86 7189.1029 350x200 1.820 6996.60 8231.1030 350x250 1.900 7304.14 8592.9031 350x300 1.990 7650.13 8999.9032 350x350 2.090 8034.55 9452.2033 400x200 2.290 8805.40 10359.0034 400x250 2.370 9113.01 10720.9035 400x300 2.460 9459.08 11128.0036 400x350 2.560 9843.59 11580.3037 400x400 2.860 10997.14 12937.4038 450x250 2.950 11343.20 13344.5039 450x300 3.040 11689.27 13751.7040 450x350 3.140 12073.78 14204.0041 450x400 3.240 12458.30 14656.4042 450x450 3.370 12958.17 15244.5043 500x250 3.560 13688.74 16103.9044 500x300 3.650 14034.81 16511.0045 500x350 3.750 14419.32 16963.4046 500x400 3.860 14842.29 17461.0047 500x450 3.980 15303.71 18003.8048 500x500 4.130 15880.48 18682.4049 600x300 5.210 20033.25 23567.8050 600x350 5.310 20417.76 24020.2051 600x400 5.430 20879.18 24563.0052 600x450 5.560 21379.05 25151.1053 600x500 5.690 21878.92 25739.1054 600x600 6.020 23147.82 27231.90

12

Sl No.Size in

mm

Weight in

Quintal

Rate per

Each

Amount

55 700x350 7.290 28031.17 32976.9056 700x400 7.420 28531.04 33564.9057 700x450 7.560 29069.36 34198.2058 700x500 7.690 29569.23 34786.3059 700x600 7.950 30568.97 35962.4060 700x700 8.320 31991.67 37636.1061 750x400 8.550 32876.06 38676.6062 750x450 8.690 33414.38 39309.9063 750x500 8.840 33991.15 39988.4064 750x600 9.110 35029.34 41209.8065 750x700 9.420 36221.34 42612.1066 750x750 9.650 37105.73 43652.5067 800x400 9.820 37759.40 44421.5068 800x450 9.960 38297.72 45054.8069 800x500 10.100 38836.05 45688.1070 800x600 10.400 39989.59 47045.2071 800x700 10.720 41220.04 48492.7072 800x750 10.890 41873.72 49261.7073 800x800 11.140 42835.00 50392.6074 900x450 12.880 49525.57 58263.6075 900x500 13.020 50063.89 58896.9076 900x600 13.370 51409.70 60480.2077 900x700 13.710 52717.05 62018.2078 900x750 13.880 53370.72 62787.2079 900x800 14.050 54024.40 63556.2080 900x900 14.530 55870.07 65727.5081 1000x500 16.480 63368.12 74548.5082 1000x600 16.810 64637.02 76041.3083 1000x700 17.230 66251.99 77941.2084 1000x750 17.410 66944.11 78755.4085 1000x800 17.590 67636.24 79569.7086 1000x900 17.970 69097.40 81288.6087 1000x1000 18.520 71212.23 83776.60

13


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.03 123.82 145.402 100 0.04 162.43 190.903 125 0.06 237.06 278.704 150 0.09 346.44 407.605 200 0.14 538.06 633.006 250 0.22 845.53 994.707 300 0.30 1152.99 1356.408 350 0.41 1576.16 1854.309 400 0.54 2076.38 2442.7010 450 0.69 2653.16 3121.3011 500 0.86 3306.83 3890.3012 600 1.27 4883.34 5744.9013 700 1.80 6921.28 8142.4014 750 2.11 8113.27 9544.7015 800 2.46 9459.08 11128.0016 900 3.21 12342.94 14520.7017 1000 4.11 15803.58 18591.90

14

Annexure-12

Table - 12.1

Weight in

Quintal

Rate per

EachAmount

1 80 0.130 536.54 630.202 100 0.170 690.35 811.203 125 0.230 908.72 1068.404 150 0.310 1193.31 1403.805 200 0.490 1883.22 2215.506 250 0.720 2767.18 3255.407 300 1.000 3843.31 4521.508 350 1.370 5266.67 6195.909 400 1.810 6959.73 8187.7010 450 2.260 8690.05 10223.3011 500 2.900 11150.94 13118.4012 600 4.420 16995.58 19994.2013 700 6.390 24570.53 28905.6014 750 7.550 29030.91 34153.0015 800 8.900 34221.86 40259.8016 900 11.790 45334.35 53332.9017 1000 15.440 59369.16 69844.00

Table - 12.2

Weight in Rate per Amount

1 80 0.140 577.81 664.502 100 0.180 730.96 840.603 125 0.250 987.74 1135.904 150 0.340 1308.79 1505.105 200 0.540 2075.39 2386.706 250 0.800 3074.65 3535.807 300 1.120 4304.51 4950.208 350 1.150 4420.93 5084.109 400 1.490 5729.28 6588.7010 450 1.850 7113.53 8180.6011 500 2.310 8882.30 10214.6012 600 3.420 13150.42 15123.0013 700 4.850 18648.99 21446.3014 750 5.720 21994.28 25293.4015 800 6.670 25647.17 29494.2016 900 8.680 33375.93 38382.3017 1000 11.250 43257.97 49746.70

Dia in

mmSl No.

Sl No.90° bend

45° bend

Dia in

mm

15


Sl No. Dia in Weight in Rate per Amount1 80 0.210 866.72 1018.102 100 0.260 1055.83 1240.603 125 0.360 1422.35 1672.304 150 0.470 1809.21 2128.405 200 0.740 2844.05 3345.906 250 1.110 4266.07 5018.807 300 1.560 5995.56 7053.508 350 2.140 8226.77 9678.309 400 2.810 10804.88 12711.2010 450 3.500 13458.04 15832.5011 500 4.460 17149.38 20175.1012 600 6.770 26031.69 30624.60

16


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80x80 0.210 866.72 1018.102 100x80 0.250 1015.22 1192.903 100x100 0.260 1055.83 1240.604 125x80 0.320 1264.31 1486.505 125x100 0.340 1343.33 1579.406 125x125 0.360 1422.35 1672.307 150x80 0.410 1578.24 1856.708 150x100 0.420 1616.74 1901.909 150x125 0.450 1732.22 2037.8010 150x150 0.470 1809.21 2128.4011 200x80 0.620 2382.85 2803.3012 200x100 0.630 2421.29 2848.5013 200x125 0.660 2536.58 2984.2014 200x150 0.680 2613.45 3074.6015 200x200 0.740 2844.05 3345.9016 250x80 0.890 3420.55 4024.1017 250x100 0.900 3458.98 4069.3018 250x125 0.930 3574.28 4205.0019 250x150 0.960 3689.58 4340.6020 250x200 1.020 3920.18 4611.9021 250x250 1.090 4189.21 4928.4022 300x80 1.220 4688.84 5516.2023 300x100 1.240 4765.70 5606.6024 300x125 1.260 4842.57 5697.0025 300x150 1.290 4957.87 5832.7026 300x200 1.360 5226.90 6149.2027 300x250 1.430 5495.93 6465.7028 300x300 1.510 5803.40 6827.4029 350x200 1.690 6496.84 7643.2030 350x250 1.730 6650.61 7648.2031 350x300 1.880 7227.25 8311.3032 350x350 1.950 7496.35 8620.8033 400x200 2.110 8113.27 9330.3034 400x250 2.150 8267.08 9507.1035 400x300 2.320 8920.75 10258.9036 400x350 2.390 9189.92 10568.4037 400x400 2.460 9459.08 10877.9038 450x250 2.600 9997.40 11497.0039 450x300 2.770 10651.07 12248.7040 450x350 2.840 10920.23 12558.3041 450x400 2.900 11150.94 12823.6042 450x450 2.960 11381.65 13088.9043 500x250 3.150 12112.23 13929.1044 500x300 3.340 12842.81 14769.2045 500x350 3.420 13150.42 15123.0046 500x400 3.490 13419.58 15432.5047 500x450 3.560 13688.74 15742.1048 500x500 3.630 13957.91 16051.6049 600x300 4.660 17918.41 20606.2050 600x350 4.750 18264.48 21004.2051 600x400 4.850 18648.99 21446.3052 600x450 4.920 18918.15 21755.9053 600x500 4.990 19187.31 22065.4054 600x600 5.160 19840.99 22817.1055 700x350 6.420 24685.88 28388.8056 700x400 6.510 25031.95 28786.70

17

Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

57 700x450 6.600 25378.01 29184.7058 700x500 6.690 25724.07 29582.7059 700x600 6.860 26377.75 30334.4060 700x700 7.070 27185.23 31263.0061 750x400 7.460 28684.84 32987.6062 750x450 7.540 28992.45 33341.3063 750x500 7.660 29453.87 33872.0064 750x600 7.790 29953.74 34446.8065 750x700 7.920 30453.61 35021.7066 750x750 8.050 30953.48 35596.5067 800x400 8.580 32991.41 37940.1068 800x450 8.670 33337.48 38338.1069 800x500 8.770 33721.99 38780.3070 800x600 8.970 34491.02 39664.7071 800x700 9.160 35221.60 40504.8072 800x750 9.280 35683.02 41035.5073 800x800 9.410 36182.89 41610.3074 900x450 10.410 40028.04 46032.2075 900x500 11.060 42527.39 48906.5076 900x600 11.280 43373.33 49879.3077 900x700 11.490 44180.81 50807.9078 900x750 11.610 44642.23 51338.6079 900x800 11.730 45103.64 51869.2080 900x900 11.900 45757.32 52620.9081 1000x500 13.960 53678.34 61730.1082 1000x600 14.180 54524.27 62702.9083 1000x700 14.460 55600.91 63941.0084 1000x750 14.570 56023.88 64427.5085 1000x800 14.680 56446.85 64913.9086 1000x900 14.840 57062.07 65621.4087 1000x1000 15.130 58177.16 66903.70

18


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.300 1238.17 1454.402 100 0.390 1583.74 1860.903 125 0.520 2054.50 2415.504 150 0.670 2579.08 3034.005 200 1.020 3920.18 4611.906 250 1.450 5572.80 6556.107 300 1.970 7571.32 8907.30

19


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.140 577.81 678.702 100 0.170 690.35 811.203 125 0.220 869.21 1022.004 150 0.280 1077.83 1268.005 200 0.400 1537.32 1808.606 250 0.550 2113.82 2486.807 300 0.710 2728.75 3210.208 350 0.900 3459.86 4070.309 400 1.100 4229.67 4975.9010 450 1.330 5114.05 6016.4011 500 1.590 6113.79 7192.5012 600 2.160 8305.53 9770.9013 700 2.830 10881.78 12801.7014 750 3.200 12304.49 14475.4015 800 3.600 13842.55 16284.9016 900 4.480 17226.29 20265.6017 1000 5.470 21032.99 24744.00

20


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.070 288.91 339.402 100 0.090 365.48 429.503 125 0.120 474.12 557.404 150 0.150 577.41 679.305 200 0.240 922.39 1085.106 250 0.340 1306.73 1537.307 300 0.460 1767.92 2079.908 350 0.610 2345.01 2758.809 400 0.770 2960.77 3483.2010 450 0.970 3729.80 4387.9011 500 1.180 4537.28 5337.8012 600 1.710 6575.21 7735.3013 700 2.350 9036.11 10630.4014 750 2.720 10458.82 12304.1015 800 3.140 12073.78 14204.0016 900 4.050 15572.87 18320.5017 1000 5.140 19764.09 23251.20

21


Sl No. Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.130 536.54 630.202 100 0.160 649.74 763.503 125 0.200 790.19 929.004 150 0.260 1000.84 1177.405 200 0.370 1422.02 1672.906 250 0.620 2382.85 2803.307 300 0.790 3036.21 3571.908 350 1.000 3844.28 4522.609 400 1.230 4729.54 5564.0010 450 1.420 5460.12 6423.5011 500 1.730 6652.11 7825.8012 600 2.340 8997.66 10585.2013 700 3.060 11766.17 13842.1014 750 3.470 13342.68 15696.8015 800 3.910 15034.55 17687.2016 900 4.760 18302.93 21532.2017 1000 5.800 22301.89 26236.70

22


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.120 495.27 581.802 100 0.140 568.52 668.003 125 0.190 750.68 882.604 150 0.230 885.36 1041.505 200 0.390 1498.89 1763.405 250 0.530 2036.95 2396.405 300 0.680 2613.45 3074.605 350 0.850 3267.64 3844.205 400 1.040 3998.96 4704.505 450 1.230 4729.54 5564.005 500 1.460 5613.92 6604.405 600 2.270 8728.50 10268.505 700 2.950 11343.20 13344.505 750 3.340 12842.81 15108.705 800 3.750 14419.32 16963.405 900 4.550 17495.45 20582.305 1000 5.520 21225.24 24970.10

23


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 80 0.270 1114.36 1309.002 100 0.340 1380.70 1622.403 125 0.460 1817.45 2136.804 150 0.600 2309.63 2717.105 200 0.930 3574.28 4205.005 250 1.350 5188.47 6104.005 300 1.860 7148.56 8409.90

24


Sl No.Dia in

mm

Weight in

Quintal

Rate per

EachAmount

1 100x80 0.120 495.27 581.802 125x80 0.200 790.19 929.003 125x100 0.220 869.21 1022.004 150x80 0.230 885.36 1041.505 150x100 0.250 962.34 1132.106 150x125 0.270 1039.33 1222.707 200x100 0.310 1191.43 1401.708 200x125 0.340 1306.73 1537.309 200x150 0.370 1422.02 1672.9010 250x125 0.410 1575.76 1853.8011 250x150 0.440 1691.06 1989.4012 250x200 0.550 2113.82 2486.8013 300x150 0.510 1960.09 2305.9014 300x200 0.580 2229.12 2622.4015 300x250 0.650 2498.15 2938.9016 350x200 0.870 3344.53 3934.6017 350x250 0.960 3690.51 4341.7018 350x300 1.060 4074.94 4793.9019 400x250 1.090 4191.22 4930.7020 400x300 1.200 4614.18 5428.3021 400x350 1.320 5075.60 5971.1022 450x300 1.300 4998.70 5748.5023 450x350 1.450 5575.47 6411.8024 450x400 1.580 6075.34 6986.6025 500x350 1.600 6152.24 7075.1026 500x400 1.740 6690.57 7694.2027 500x450 1.860 7151.98 8224.8028 600x400 2.100 8074.82 9286.0029 600x450 2.220 8536.24 9816.7030 600x500 2.390 9189.92 10568.4031 700x500 2.810 10804.88 12425.6032 700x600 3.170 12189.14 14017.5033 750x600 3.380 12996.62 14946.1034 750x700 3.800 14611.58 16803.3035 800x600 3.680 14150.16 16272.7036 800x700 4.100 15765.13 18129.9037 800x750 4.280 16457.25 18925.8038 900x700 4.580 17610.80 20252.4039 900x750 4.780 18379.83 21136.8040 900x800 5.080 19533.38 22463.4041 1000x800 5.700 21917.37 25205.00

25


Sl No.Dia in

mm

Weight in

Quintal

Rate per

Each

Amount

1 80x80 0.220 907.99 1066.602 100x80 0.280 1137.04 1336.103 125x80 0.360 1422.35 1672.304 150x80 0.450 1732.22 2037.805 200x80 0.670 2575.02 3029.406 250x80 0.940 3612.71 4250.207 300x80 1.280 4919.44 5787.508 300x100 1.290 4957.87 5832.70

26


Sl No.Size in

mm

Weight in

Quintal

Rate per

EachAmount

1 80x125 0.070 288.91 339.402 100x150 0.090 365.48 429.503 125x175 0.120 474.12 557.404 150x200 0.150 577.41 679.305 200x285 0.230 883.96 1039.906 250x350 0.310 1191.43 1401.707 300x450 0.450 1729.49 2034.708 350x525 0.580 2229.68 2623.109 400x600 0.800 3076.12 3618.9010 450x650 0.930 3575.99 4206.9011 500x750 1.200 4614.18 5428.3012 600x900 2.010 7728.76 9092.4013 700x1050 3.040 11689.27 13751.7014 800x1200 4.350 16726.42 19677.6015 900x1350 5.750 22109.63 26010.6016 1000x1500 7.920 30453.61 35826.70

27

ph-ar-2013.pdf

Documents

rates of labour

labour rates

existing schedule of

approved pwd schedule

ventilating pipes

concrete pipes

s pipes

civil engineering materials