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 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.

a) b)

The following drafts have been prepared during the process of revision. The Public Health Engineering Schedule of Rates, 2013 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 The Public Health Engineering Schedule of Rates and Analysis of Rates 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 a dvancement 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 1 1 2

3

4

5

Item Number 2

Description

Page

3

4

GUIDING PRINCIPLES 1.1 Guiding Principles & Notes EXTERNAL WATER SUPPLY (LAYING OF WATER MAINS) 2.1 Cast Iron & Ductile Iron Pipes and Specials 2.2 M.S Pipes 2.3 Unplasticised PVC Pipes and Specials 2.4 Polyethylene (PE) Pipes and Specials 2.5 Asbestos Cement Pressure Pipes and Specials 2.6 Appurtenances INTERNAL WATER SUPPLY AND SANITARY INSTALLATION 3.1 Water Supply 3.2 House Service pipes 3.3 Plumbing Soil, Waste, Ventilating Pipes and Fittings 3.4 Sanitary Installation 3.5 Painting 3.6 Drainage 3.7 Miscellaneous SEWERAGE (SEWERS AND ANCILLARY STRUCTURES) 4.1 Glazed Stoneware Pipes 4.2 Ancillary Structures (Manholes) 4.3 Concrete Pipes with and without reinforcement SINKING OF TUBE WELLS Sinking of 200mm 200mm x 150mm size Production Wells 5.1 with DTH or Combination Drilling Rig in hard rock areas with PVC/GI Casing pipe Sinking of 125mmx100mm size Tube Well with DTH or 5.2 Combination Drilling Rigs in hard rock areas with PVC/GI casing pipe Sinking of 125mm x 100mm size Tube well with Calix 5.3 Rigs in hard granite including boulder formation areas with PVC/GI casing pipes Sinking of 125mm x 100mm size Tube well with Calix 5.4 Rigs in hard granite including boulder formation areas with PVC/GI casing pipes (In hilly areas) Sinking of 125/100 mm x 50 mm size tube well 5.5 through Hand Boring (Water Jet) Method with Sanitary/ Saline Sealing Sinking of 200 mm (8") dia Gravel Packed Production 5.6 Well including saline sealing through Rotary Drilling Rigs.

1 30 38 50 62 73 96 111 138 147 162 165 168 183 197 208 219

223

226

230

233

237

Section 1

Item Number 2 5.7

5.8

5.9

5.10

Description

Page

3 Sinking of 150mm (6") dia Gravel Packed Production Well through Hand Boring (Water Jet) method with sanitary/saline sanitary/saline sealing Sinking of 150mm x 125mm dia Production Well with DTH or Combination Drilling Rigs in hard rock areas with PVC/GI casing pipe Sinking of 125mm/100mm size tube well through D.T.H or Combination drilling rigs in boulder formation areas with M.S casing pipes. Sinking of 200mm/150mm size tube well through D.T.H or Combination drilling rigs in boulder formation areas with M.S casing pipes. Annexures 1 to 23

4 242

245

247

250 1 to 27

Section 1 1 –

GUIDING PRINCIPLES

GUIDING PRINCIPLES The Public Health Engineering Schedule of Rates and Analysis of Rates 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.

NOTES

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. 2. 3. 4. 5. 6. 7. 8.

S.E (P&M), O/O the C.E, P.H (U) Odisha S.E (Designs), O/O the C.E, P.H (U) Odisha S.E, P.H Circle, Bhubaneswar S.E, RWS&S Circle, Bhubaneswar Project Director, OWSSB, Bhubaneswar E.E P.H, O/O the C.E, P.H (U) Odisha E.E, G.P.H Div. No-1, Bhubaneswar A.C.E (P&D), O/O the C.E, P.H (U) Odisha

- Chairman - Member - Member - Member - Member - Member - Member - 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. 2. 3. 4. 5. 6. 7. 8.

Er Er Er Er Er Er Er Er

S.K Mohanty, C.E, P.H (U) Odisha K.C Sahu, S.E, P.H Circle, Berhampur C.R Jena, S.E, P.H Circle, Bhubaneswar B.K Senapati, S.E, P.H Circle, Cuttack Janmejay Sethi, RWS&S Circle, Bhubaneswar P.K Mohapatra, S.E, P.H Circle (R&B), Bhubaneswar M. R Dash, P.D OWSSB, Bhubaneswar A.K Samantaray, S.E (D), O/O C.E, P.H (U) Odisha

- Chairman - Vice-Chairman - Member - Member - Member - Member - Member - 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 1

Description 2

Quantity 3

Unit 4

Rate (Rs) Amount (Rs) 5 6

2.1 CAST IRON PIPES AND SPECIALS 2.1.1 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) 80mm dia a. Materials 80mm dia CI pipe Class-LA 1.00 Mtr 664.49 664.49 b. 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 kg Plumber Fitter(S) 0.17 Each 190.00 32.30 Helper to plumber or fitter 0.17 Each 170.00 28.90 Male worker 1.33 Each 150.00 199.50 260.70 Rate per 100 kg or 1 Qntl is 260.70 ÷ 5.14 = 50.72 For 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) 672.66 c. Add Contractor's Profit & Overhead charges 15% of 672.66 100.90 Rate per each Mtr Total (a+b+c) 773.56 say 773.60 N.B.: For 100mm to 1000mm dia please refer Annexure-1 2.1.2 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) 80mm dia a. Materials 80mm dia CI pipe 1.00 Mtr 837.83 837.83 b. 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 975.30 N.B.: For 100mm to 1000mm dia please refer Annexure-2 2.1.3 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)

a.

80mm dia Materials 80mm dia CI pipe

1.00

1

Mtr

721.70

721.70

Description Sl No Quantity Unit 2 1 3 4 Labour for laying b. Rate per 100 kg or 1 Qntl vide item No.2.1.1 For 1m of 80mm dia CI pipe (Weight of CI pipes for 1.00metre)

Rate (Rs) Amount (Rs) 5 6 50.72

Weight of CI pipes for 10metres=[0.64Q/3.66m]x10=1.75Q

c.

(a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each Mtr

0.175

Qntl

50.72

15%

of Total

730.58 say

N.B.: 2.1.4

a. b.

8.88 730.58 109.59 840.17 840.20

For 100mm to 1000mm dia please refer Annexure-3 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) 80mm dia Materials 80mm dia CI pipe 1.00 Mtr 813.07 813.07 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=(16+3.70)x10=197 kg or 1.97 Qntl

c.


0.197

Qntl

50.72

15%

of Total

823.06 sa

9.99 823.06 123.46 946.52 946.50

N.B.:

For 100mm to 1000mm dia please refer Annexure-4

2.1.5

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 trenches, jointing of pipes, specials and fittings to be measured and paid for separately) 80mm dia Materials 80mm dia CI pipe 1.00 Mtr 928.63 928.63 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)

[i] a. b.

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

c.


15%

of Total

50.72 940.042 say

11.41 940.04 141.01 1081.05 1081.00

N.B.:


2.1.6

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 trenches, jointing of pipes, specials and fittings to be measured and paid for separately) 80mm dia Materials 80mm dia CI pipe 1.00 Mtr 495.27 495.27 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)

a. b.

2

Sl No 1

Description 2

Quantity 3

Unit 4


Weight of CI pipes for 10metres=[0.44Q/3.66m]x10=1.20 Qntls

c.


0.12

Qntl

50.72

15%

of Total

501.36 say

6.09 501.36 75.20 576.56 576.60

N.B.:


2.1.7

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) 80mm dia Materials 80mm dia DI K-7 pipe 1.00 Mtr 638.5 638.50 Labour for laying Rate per 100 kg or 1 Qntl vide item No.2.1.1 50.72 For 1m of 80mm dia DI K-7 pipe (Weight of DI pipes for 1.00metre)

a. b.

Weight of DI pipes for 10metres=(52x10)/4.0=130 kg=1.30 qntl

c.


0.13

Qntl

50.72

15%

of Total

645.09 say

6.59 645.09 96.76 741.85 741.90

N.B.:


2.1.8

Laying in trenches Centrifugally Cast (Spun) Ductile Iron Pressure Flanged pipes ClassK9 & 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 fittin s to be measured and aid for se aratel 80mm dia Materials 80mm dia DI K-9 pipe 1.00 Mtr 687.62 687.62 Labour for laying Rate per 100 kg or 1 Qntl vide item No.2.1.1 50.72 For 1m of 80mm dia DI K-9 pipe (Weight of DI pipes for 1.00metre

a. b.

Weight of DI pipes for 1metre=12.20+(3.00x2)/4=13.70 kg=0.14 qntl

0.14 c.

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

Qntl

50.72

of Total

694.72 say

7.10 694.72 104.21 798.93 798.90

N.B.:


2.1.9

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) Details of cost of 1 quintal of socket and spigot specials such as Bends, Tees, Crosses, Tappers, Caps etc Materials 80mm dia Cast Iron Bend 0.18 Qntl 4127.24 742.90 Labour for laying Tees 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 Plumber (Fitter) 2nd class 0.93 Each 176.70 190.00

a. b.

3

Sl No 1

c.

N.B.:

Description 2 Helper to plumber or fitter Male worker (unskilled)

Quantity 3 0.62 2.48

Unit 4 Each Each

Rate (Rs) Amount (Rs) 5 6 105.40 170.00 372.00 150.00 654.10 Rate per each quintal is 654.10 ÷ 7.40 = 88.39 For 1 No. 80mm dia Cast Iron Bend 0.18 Qntl 15.91 88.39 (a+b) 758.81 Add Contractor's Profit & Overhead charges 15% 758.81 113.82 Total (a+b+c) Rate per each 872.63 Total say 872.60 o o o o For 100mm to 1000mm dia and 90 , 45 , 22.50 & 11.25 bend please refer Annexure-9

2.1.10 Laying in trenches all socket Cast Iron Tees conforming to IS:1538 - 1993 (part-XI) 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) Materials a. 80mm dia Cast IronTee 0.23 Qntl 4127.24 949.27 Labour for laying Tees b. Rate per each quintal vide item No.2.1.9 88.39 For 1 No. 80mm dia Cast Iron Tee 0.23 Qntl 20.33 88.39 (a+b) 969.60 c. Add Contractor's Profit & Overhead charges 15% 969.60 145.44 Total (a+b+c) Rate per each 1115.04 Total say 1115.00 N.B.: For higher size Tees please refer Annexure-10 2.1.11 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 and fittings to be measured and paid for separately) a. Materials 80mm dia Cast Iron Plug 0.03 Qntl 4127.24 123.82 Labour for laying Tees b. Rate per each quintal vide item No.2.1.9 88.39 For 1 No. 80mm dia Cast Iron Plug 0.03 Qntl 2.65 88.39 (a+b) 126.47 c. Add Contractor's Profit & Overhead charges 15% 126.47 18.97 Total (a+b+c) Rate per each 145.44 Total say 145.40 N.B.: For higher size Plugs please refer Annexure-11 2.1.12 Laying in trenches Double Flanged Bends 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) a. b.

c.

N.B.:

Labour for laying of Double Flanged Bends same as per Double Socket Cast Iron Bends Materials 80mm dia Cast Iron Double Flanged Bend 0.13 Qntl 4127.24 Labour for laying Tees Rate per each quintal vide item No.2.1.9 For 1 No. 80mm dia Cast Iron Double Flanged Bend 0.13 Qntl 88.39 (a+b) Add Contractor's Profit & Overhead charges 15% 548.03 Total (a+b+c) Rate per each Total say For higher size of double flange bends please refer Annexure-12 4

536.54 88.39 11.49 548.03 82.20 630.23 630.20

Sl No 1

Description 2

Quantity 3

Unit 4


2.1.13 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) Double Flanged 90° bend a. Materials 80mm dia Cast Iron Double Flanged Duckfoot Bend 0.21 Qntl 4127.24 866.72 Labour for laying Tees b. Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron Double Flanged Duckfoot Bend 0.21 Qntl 18.56 88.39 (a+b) 885.28 c. Add Contractor's Profit & Overhead charges 15% 885.28 132.79 Total (a+b+c) Rate per each 1018.07 Total say 1018.10 N.B.: For higher size of double flange Duckfoot Bends please refer Annexure-13 2.1.14 Laying in trenches all flanged Tees conforming to IS:1538 - 1993 (Part-XIX) 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) 80mm dia Cast Iron all flanged Tee a. Materials 80mm x 80mm dia Cast Iron Tee 0.21 Qntl 4127.24 866.72 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron Tee 0.21 Qntl 18.56 88.39 (a+b) 885.28 c. Add Contractor's Profit & Overhead charges 15% 885.28 132.79 Total (a+b+c) Rate per each 1018.07 Total say 1018.10 N.B.: For higher size of Cast Iron Tee please refer Annexure-14 2.1.15 Laying in trenches all Socket Cast Iron Crosses conforming to IS:1538 - 1993 (part-XIII) 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) All Socket Cast Iron Crosses a. Materials 80mm dia Cast Iron Cross 0.30 Qntl 4127.24 1238.17 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron Cross 0.30 Qntl 26.52 88.39 (a+b) 1264.69 c. Add Contractor's Profit & Overhead charges 15% 1264.69 189.70 Total (a+b+c) Rate per each 1454.39 Total say 1454.40 N.B.: For higher size of Cast Iron Cross please refer Annexure-15 2.1.16 Laying in trenches Cast Iron Collars conforming to IS:1538 - 1993 (Part-IX) 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) Cast Iron Collar a. Materials 80mm dia Cast Iron Collar 0.14 Qntl 4127.24 577.81 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 5

Sl No 1

c.

N.B.:

Description 2 For 1 No 80mm dia Cast Iron Collar (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

Quantity 3 0.14

Unit 4 Qntl

15% Total

Rate (Rs) Amount (Rs) 5 6 12.37 88.39 590.18 590.18 88.53 678.71 say 678.70

For higher size of Collars please refer Annexure-16

2.1.17 Laying in trenches Cast Iron Caps conforming to IS:1538 - 1993 (Part-XV) 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) Cast Iron Caps a. Materials 80mm dia Cast Iron cap 0.07 Qntl 4127.24 288.91 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron Cap 0.07 Qntl 6.19 88.39 (a+b) 295.10 c. Add Contractor's Profit & Overhead charges 15% 295.10 44.27 Total (a+b+c) Rate per each 339.37 Total say 339.40 N.B.: For higher size of Caps please refer Annexure-17 2.1.18 Laying in trenches Cast Iron Flanged Sockets conforming to IS:1538 - 1993 (Part-VII) 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) Cast Iron Flanged Sockets a. Materials 80mm dia Cast Iron flanged socket 0.13 Qntl 4127.24 536.54 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron flanged socket 0.13 Qntl 11.49 88.39 (a+b) 548.03 c. Add Contractor's Profit & Overhead charges 15% 548.03 82.20 Total (a+b+c) Rate per each 630.23 Total say 630.20 N.B.: For higher size of Flanged Sockets please refer Annexure-18 2.1.19 Laying in trenches Cast Iron Flanged Spigots conforming to IS:1538 - 1993 (Part-VII) 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) Cast Iron Flanged Spigots a. Materials 80mm dia Cast Iron flanged spigot 0.12 Qntl 4127.24 495.27 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron flanged spigot 0.12 Qntl 10.61 88.39 (a+b) 505.88 c. Add Contractor's Profit & Overhead charges 15% 505.88 75.88 Total (a+b+c) Rate per each 581.76 Total say 581.80 N.B.: For higher size of Flanged Spigots please refer Annexure-19

6

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 2.1.20 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 pipes, specials and fittings to be measured and paid for separately) Cast Iron all Flanged Crosses a. Materials 80mm dia Cast Iron all Flanged Cross 0.27 Qntl 4127.24 1114.36 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron all Flanged Cross 0.27 Qntl 23.87 88.39 (a+b) 1138.23 c. Add Contractor's Profit & Overhead charges 15% 1138.23 170.73 Total (a+b+c) Rate per each 1308.96 Total say 1309.00 N.B.: For higher size of all Flanged crosses please refer Annexure-20 2.1.21 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 pipes, specials and fittings to be measured and paid for separately) Cast Iron Double Flanged Tapers a. Materials 100mmx80mm Cast Iron Double Flanged Taper 0.12 Qntl 4127.24 495.27 Labour for laying Tees b. Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron Double Flanged Taper 0.12 Qntl 10.61 88.39 (a+b) 505.88 c. Add Contractor's Profit & Overhead charges 15% 505.88 75.88 Total (a+b+c) Rate per each 581.76 Total say 581.80 N.B.: For higher size of double Flanged Tapers please refer Annexure-21 2.1.22 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) a. Materials 80mm dia Cast Iron Double Socket Tee with flanged branch 0.22 Qntl 4127.24 907.99 Labour for laying Tees b. Rate per each quintal vide item No.2.1.9 88.39 For 1 No 80mm dia Cast Iron Double Socket Tee with flanged branch 0.22 Qntl 19.45 88.39 (a+b) 927.44 c. Add Contractor's Profit & Overhead charges 15% 927.44 139.12 Total (a+b+c) Rate per each 1066.56 Total say 1066.60 N.B.: For higher size of double Socket Tees please refer Annexure-22 2.1.23 Laying in trenches Cast Iron Bell-mouth piece conforming to IS:1538 - 1993 (Part-XVII) of the following nominal diameter as per specification complete. a. Materials 80mmx125mm Cast Iron Bell-mouth piece 0.07 Qntl 4127.24 288.91

7

Description Sl No 2 1 b. Labour for laying Tees Rate per each quintal vide item No.2.1.9 For 1 No 80mm dia Cast Iron Bell-mouth piece (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

Quantity 3

0.07

Unit 4

Qntl

15%


88.39 295.10 say

N.B.:

88.39 6.19 295.10 44.27 339.37 339.40

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

2.1.24 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 oints as er s ecification all com lete. [i] a.

b.

c.

[ ii ] a.

b.

c.

80 mm diameter Details for 10 joints Materials Weight of lead required for 10 joints=1.80 kg per each joint=18 kg 18.00 Kg Weight of spun yarn gasket for 10 joints=1.00kg 1.00 Kg Fire wood 0.19 Qntl Kerosene oil 0.38 Litre Labour charges for jointing Plumber Fitter(S) 1 Each Helper to plumber or fitter 1 Each Male worker 2 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 4,018.73 ÷ 10 =

100 mm diameter Details for 10 joints Materials Weight of lead required for 10 joints=2.20kg per each joint=22kg 22.00 Kg Weight of spun yarn gasket for 10 joints=1.80kg 1.80 Kg Fire wood 0.28 Qntl Kerosene oil 0.38 Litre Labour charges for jointing Plumber Fitter(S) 1 Each Helper to plumber or fitter 1 Each Male worker 2 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 4,794.58 ÷ 10 =

150.00

2700.00

50.00 385.00 30.00

50.00 73.15 11.40

190.00 170.00 150.00

say

190.00 170.00 300.00 3494.55 524.18 4018.73 401.87 401.90

150.00

3300.00

50.00 385.00 30.00

90.00 107.80 11.40

190.00 170.00 150.00

190.00 170.00 300.00 4169.20 625.38 4794.58 479.46 479.50

3494.55

4169.20

say

8

Description Sl No Quantity Unit 2 1 3 4 [ iii ] 125 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=2.60kg per each joint=26kg 26.00 Kg Weight of spun yarn gasket for 10 joints=2.00kg 2.00 Kg Fire wood 0.37 Qntl Kerosene oil 0.76 Litre b. Labour charges for jointing Plumber Fitter(S) 1.50 Each Helper to plumber or fitter 1.50 Each Male worker 3 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 5,928.54 ÷ 10 =

150.00

3900.00

50.00 385.00 30.00

100.00 142.45 22.80

190.00 170.00 150.00

say

285.00 255.00 450.00 5155.25 773.29 5928.54 592.85 592.90

150.00

5100.00

50.00 385.00 30.00

115.00 161.70 22.80

190.00 170.00 150.00

say

285.00 255.00 450.00 6389.50 958.43 7347.93 734.79 734.80

Kg

150.00

7500.00

Kg Qntl Litre

50.00 385.00 30.00

150.00 215.60 22.80

Each Each Each

190.00 170.00 150.00

380.00 340.00 600.00 9208.40 1381.26 10589.66 1058.97 1059.00

[ iv ] 150 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=3.40kg per each joint=34kg 34.00 Kg Weight of spun yarn gasket for 10 joints=2.30kg 2.30 Kg Fire wood 0.42 Qntl Kerosene oil 0.76 Litre b. Labour charges for jointing Plumber Fitter(S) 1.50 Each Helper to plumber or fitter 1.50 Each Male worker 3 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 7,347.93 ÷ 10 =

[v] a.

b.

c.

200 mm diameter Details for 10 joints Materials Weight of lead required for 10 joints=5kg per each joint=50kg 50.00 Weight of spun yarn gasket for 10 joints=3.00kg 3.00 Fire wood 0.56 Kerosene oil 0.76 Labour charges for jointing Plumber Fitter(S) 2 Helper to plumber or fitter 2 Male worker 4 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 10,589.66 ÷ 10 =


5155.25

6389.50

9208.40

say

9

Description Sl No Quantity Unit 2 1 3 4 [ vi ] 250 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=6.10kg per each joint=61kg 61.00 Kg Weight of spun yarn gasket for 10 joints=3.50kg 3.50 Kg Fire wood 0.65 Qntl Kerosene oil 1.14 Litre b. Labour charges for jointing Plumber Fitter(S) 2.50 Each Helper to plumber or fitter 2.50 Each Male worker 5 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 12,948.37 ÷ 10 =

[ vii ] 300 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=7.2kg per each joint=72kg 72.00 Kg Weight of spun yarn gasket for 10 joints=4.80kg 4.80 Kg Fire wood 0.75 Qntl Kerosene oil 1.52 Litre b. Labour charges for jointing Plumber Fitter(S) 3 Each Helper to plumber or fitter 3 Each Male worker 6 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 15,357.50 ÷ 10 =

[ viii ] 350 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=8.40 kg per each joint=84kg 84.00 Kg Weight of spun yarn gasket for 10 joints=6.00kg 6.00 Kg Fire wood 0.93 Qntl Kerosene oil 1.70 Litre b. Labour charges for jointing Plumber Fitter(S) 3 Each Helper to plumber or fitter 3 Each Male worker 6 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 17,582.41 ÷ 10 =


150.00

9150.00

50.00 385.00 30.00

175.00 250.25 34.20

190.00 170.00 150.00

say

475.00 425.00 750.00 11259.45 1688.92 12948.37 1294.84 1294.80

150.00

10800.00

50.00 385.00 30.00

240.00 288.75 45.60

190.00 170.00 150.00

say

570.00 510.00 900.00 13354.35 2003.15 15357.50 1535.75 1535.80

150.00

12600.00

50.00 385.00 30.00

300.00 358.05 51.00

190.00 170.00 150.00

570.00 510.00 900.00 15289.05 2293.36 17582.41 1758.24 1758.20

11259.45

13354.35

15289.05

say 10

Description Sl No Quantity Unit 2 1 3 4 [ ix ] 400 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=9.50 kg per each joint=95kg 95.00 Kg Weight of spun yarn gasket for 10 joints=7.50kg 7.50 Kg Fire wood 1.12 Qntl Kerosene oil 1.70 Litre b. Labour charges for jointing Plumber Fitter(S) 4 Each Helper to plumber or fitter 4 Each Male worker 8 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 20,409.28 ÷ 10 =

[x] a.

b.

c.

450 mm diameter Details for 10 joints Materials Weight of lead required for 10 joints=14.00 kg per each joint=140kg 140.00 Kg Weight of spun yarn gasket for 10 joints=9.50kg 9.50 Kg Fire wood 1.21 Qntl Kerosene oil 2.27 Litre Labour charges for jointing Plumber Fitter(S) 4.50 Each Helper to plumber or fitter 4.50 Each Male worker 9 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 28,725.79 ÷ 10 =

[ xi ] 500 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=15.00 kg per each joint=150kg 150.00 Kg Weight of spun yarn gasket for 10 joints=10.00kg 10.00 Kg Fire wood 1.31 Qntl Kerosene oil 2.27 Litre b. Labour charges for jointing Plumber Fitter(S) 4.75 Each Helper to plumber or fitter 4.75 Each Male worker 9.50 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 30,713.57 ÷ 10 =


150.00

14250.00

50.00 385.00 30.00

375.00 431.20 51.00

190.00 170.00 150.00

say

760.00 680.00 1200.00 17747.20 2662.08 20409.28 2040.93 2040.90

150.00

21000.00

50.00 385.00 30.00

475.00 465.85 68.10

190.00 170.00 150.00

say

855.00 765.00 1350.00 24978.95 3746.84 28725.79 2872.58 2872.60

150.00

22500.00

50.00 385.00 30.00

500.00 504.35 68.10

190.00 170.00 150.00

902.50 807.50 1425.00 26707.45 4006.12 30713.57 3071.36 3071.40

17747.20

24978.95

26707.45

say

11

Description Sl No Quantity Unit 2 1 3 4 [ xii ] 600 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=19.00 kg per each joint=190kg 190.00 Kg Weight of spun yarn gasket for 10 joints=12.00kg 12.00 Kg Fire wood 1.68 Qntl Kerosene oil 2.84 Litre b. Labour charges for jointing Plumber Fitter(S) 6.50 Each Helper to plumber or fitter 6.50 Each Male worker 13 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 39,240.30 ÷ 10 =

[ xii ] 700 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=22.00 kg per each joint=220kg 220.00 Kg Weight of spun yarn gasket for 10 joints=13.50kg 13.50 Kg Fire wood 2.14 Qntl Kerosene oil 3.41 Litre b. Labour charges for jointing Plumber Fitter(S) 7.70 Each Helper to plumber or fitter 7.70 Each Male worker 15.40 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 45,635.68 ÷ 10 =

[ xiv ] 750 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=25.00 kg per each joint=250kgs 250.00 Kg Weight of spun yarn gasket for 10 joints=14.50kg 14.50 Kg Fire wood 2.24 Qntl Kerosene oil 3.41 Litre b. Labour charges for jointing Plumber Fitter(S) 8.10 Each Helper to plumber or fitter 8.10 Each Male worker 16.20 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 51,216.06 ÷ 10 =


150.00

28500.00

50.00 385.00 30.00

600.00 646.80 85.20

190.00 170.00 150.00

say

1235.00 1105.00 1950.00 34122.00 5118.30 39240.30 3924.03 3924.00

150.00

33000.00

50.00 385.00 30.00

675.00 823.90 102.30

190.00 170.00 150.00

say

1463.00 1309.00 2310.00 39683.20 5952.48 45635.68 4563.57 4563.60

150.00

37500.00

50.00 385.00 30.00

725.00 862.40 102.30

190.00 170.00 150.00

1539.00 1377.00 2430.00 44535.70 6680.36 51216.06 5121.61 5121.60

34122.00

39683.20

44535.70

say

12

Description Sl No Quantity Unit 2 1 3 4 [ xv ] 800 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=31.50 kg per each joint=315kg 315.00 Kg Weight of spun yarn gasket for 10 joints=15.30kg 15.30 Kg Fire wood 2.33 Qntl Kerosene oil 3.41 Litre b. Labour charges for jointing Plumber Fitter(S) 8.50 Each Helper to plumber or fitter 8.50 Each Male worker 17.00 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 62,818.00 ÷ 10 =

[ xvi ] 900 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=35.00 kg per each joint=350 kg 350.00 Kg Weight of spun yarn gasket for 10 joints=18.80kg 18.80 Kg Fire wood 2.80 Qntl Kerosene oil 4.55 Litre b. Labour charges for jointing Plumber Fitter(S) 10.00 Each Helper to plumber or fitter 10.00 Each Male worker 20.00 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 70,442.68 ÷ 10 =

[ xvii ] 1000 mm diameter Details for 10 joints a. Materials Weight of lead required for 10 joints=41.00 kg per each joint=410 kg 410.00 Kg Weight of spun yarn gasket for 10 joints=20.50kg 20.50 Kg Fire wood 3.00 Qntl Kerosene oil 4.55 Litre b. Labour charges for jointing Plumber Fitter(S) 11.00 Each Helper to plumber or fitter 11.00 Each Male worker 22.00 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 81,737.98 ÷ 10 =


150.00

47250.00

50.00 385.00 30.00

765.00 897.05 102.30

190.00 170.00 150.00

say

1615.00 1445.00 2550.00 54624.35 8193.65 62818.00 6281.80 6281.80

150.00

52500.00

50.00 385.00 30.00

940.00 1078.00 136.50

190.00 170.00 150.00

say

1900.00 1700.00 3000.00 61254.50 9188.18 70442.68 7044.27 7044.30

150.00

61500.00

50.00 385.00 30.00

1025.00 1155.00 136.50

190.00 170.00 150.00

2090.00 1870.00 3300.00 71076.50 10661.48 81737.98 8173.80 8173.80

54624.35

61254.50

71076.50

say 13

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 2.1.25 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 [ i ] 80 mm diameter Data for 10 joints a. Materials to be used Rubber 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 11.00 110.00 Nuts & bolts 16mm x 60 mm long @ 0.2874 kg per each 40nos 11.50 kg 11.50 Kg 70.00 805.00 b. Labour for jointing Plumber Fitter(S) 0.15 Each 190.00 28.50 Helper to plumber or fitter 0.15 Each 170.00 25.50 Male worker 0.80 Each 150.00 120.00 (a+b) 1089.00 c. Add Contractor's Profit & Overhead charges 15% 1089.00 163.35 Total (a+b+c) 1252.35 Rate per each joint is 1,252.35 ÷ 10 = 125.24 say 125.20 [ ii ] a.

b.

c.

100 mm diameter Data for 10 joints Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.05 sqm per each 10 Each 14.00 Nuts & bolts 16mm x60 mm long @ 0.2874 kg per each 80nos 23.00 kg 23.00 Kg 70.00 Labour for jointing Plumber Fitter(S) 0.25 Each 190.00 Helper to plumber or fitter 0.25 Each 170.00 Male worker 1.00 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% 1990.00 Total (a+b+c) Rate per each joint is 2,288.50 ÷ 10 = say

[ iii ] 125 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.06 sqm per each 10 Each 15.00 Nuts & bolts 16mm x60 mm long @ 0.2953 kg per each 80nos 23.60 kg 23.60 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.25 Each 190.00 Helper to plumber or fitter 0.25 Each 170.00 Male worker 1.00 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 2042.00 Total (a+b+c) Rate per each joint is 2,348.30 ÷ 10 = say

14

140.00 1610.00 47.50 42.50 150.00 1990.00 298.50 2288.50 228.85 228.90

150.00 1652.00 47.50 42.50 150.00 2042.00 306.30 2348.30 234.83 234.80

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ iv ] 150 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.08 sqm per each 10 Each 17.00 170.00 Nuts & bolts 20mm x x65 mm long @ 0.4643 kg per each 80nos 37.14 kg 37.14 Kg 70.00 2599.80 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 c. Add Contractor's Profit & Overhead charges 15% 3042.80 456.42 Total (a+b+c) 3499.22 Rate per each joint is 3,499.22 ÷ 10 = 349.92 say 349.90 [v] a.

b.

c.

200 mm diameter Data for 10 joints Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.116 sqm per each 10 Each 22.00 Nuts & bolts 20mm x x70 mm long @ 0.4750 kg per each 80nos 38.00 kg 38.00 Kg 70.00 Labour for jointing Plumber Fitter(S) 0.30 Each 190.00 Helper to plumber or fitter 0.30 Each 170.00 Male worker 1.10 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% 3153.00 Total (a+b+c) Rate per each joint is 3,625.95 ÷ 10 = say

[ 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 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 59.00 kg 59.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.40 Each 190.00 Helper to plumber or fitter 0.40 Each 170.00 Male worker 1.30 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 4789.00 Total (a+b+c) Rate per each joint is 5,507.35 ÷ 10 = say [ 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 10 Each 40.00 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 59.00 kg 59.00 Kg 70.00 15

220.00 2660.00 57.00 51.00 165.00 3153.00 472.95 3625.95 362.60 362.60

320.00 4130.00 76.00 68.00 195.00 4789.00 718.35 5507.35 550.74 550.70

400.00 4130.00

Description Sl No 2 1 b. Labour for jointing Plumber Fitter(S) Helper to plumber or fitter Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 5,599.35 ÷ 10 =

Quantity 3

Unit 4

0.40 0.40 1.30

Each Each Each

15%

Rate (Rs) Amount (Rs) 5 6 190.00 170.00 150.00 4869.00

say [ viii ] 350 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.26 sqm per each 10 Each 45.00 Nuts & bolts 20mm x 80 mm long @ 0.4976 kg per each 160nos 80.00 kg 80.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.50 Each 190.00 Helper to plumber or fitter 0.50 Each 170.00 Male worker 1.50 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 6455.00 Total (a+b+c) Rate per each joint is 7,423.25 ÷ 10 = say [ ix ] 400 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.32 sqm per each 10 Each 67.00 Nuts & bolts 24mm x 85 mm long @ 0.7348 kg per each 160nos 118.00 kg 118.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.50 Each 190.00 Helper to plumber or fitter 0.50 Each 170.00 Male worker 1.50 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 9335.00 Total (a+b+c) Rate per each joint is 10,735.25 ÷ 10 = say [x] a.

b.

450 mm diameter Data for 10 joints Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.38 sqm per each 10 Each 84.00 Nuts & bolts 24mm x 85 mm long @ 0.7348 kg per each 160nos 147.00 kg 147.00 Kg 70.00 Labour for jointing Plumber Fitter(S) 0.60 Each 190.00 Helper to plumber or fitter 0.60 Each 170.00 Male worker 1.70 Each 150.00 (a+b) 16

76.00 68.00 195.00 4869.00 730.35 5599.35 559.94 559.90

450.00 5600.00 95.00 85.00 225.00 6455.00 968.25 7423.25 742.33 742.30

670.00 8260.00 95.00 85.00 225.00 9335.00 1400.25 10735.25 1073.53 1073.50

840.00 10290.00 114.00 102.00 255.00 11601.00

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 13,341.15 ÷ 10 =

Quantity 3 15%

Unit 4

Rate (Rs) Amount (Rs) 5 6 11601.00 1740.15 13341.15 1334.12 say 1334.10

[ xi ] 500 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.45 sqm per each 10 Each 106.00 Nuts & bolts 24mm x 90 mm long @ 0.7502 kg per each 200nos 150.00 kg 150.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.65 Each 190.00 Helper to plumber or fitter 0.65 Each 170.00 Male worker 1.80 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 12064.00 Total (a+b+c) Rate per each joint is 13,873.60 ÷ 10 = say [ xii ] 600 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.61 sqm per each 10 Each 118.00 Nuts & bolts 27mm x 100 mm long @ 1.37 kg per each 200nos 274.00 kg 274.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.75 Each 190 Helper to plumber or fitter 0.75 Each 170 Male worker 2.00 Each 150 (a+b) c. Add Contractor's Profit & Overhead charges 15% 20930.00 Total (a+b+c) Rate per each joint is 24,069.50 ÷ 10 = say

1060.00 10500.00 123.50 110.50 270.00 12064.00 1809.60 13873.60 1387.36 1387.40

1180.00 19180.00 142.50 127.50 300.00 20930.00 3139.50 24069.50 2406.95 2407.00

2.1.26 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 oints as er s ecification com lete . [ i ] 80mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 80 mm dia 10 Each 20.00 200.00 b. Labour charges Each 158.33 Plumber Fitter(S) =5/6 0.833 190 Helper to plumber or fitter=2/3 0.667 Each 113.33 170 Each 250.00 Male worker=5/3 1.667 150 (a+b) 721.66 c. Add Contractor's Profit & Overhead charges 15% 721.66 108.25 Total (a+b+c) 829.91 Rate per each joint is 829.91 ÷ 10 = 82.99 say 83.00 17

Description Sl No Quantity Unit 2 1 3 4 [ ii ] 100mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 100 mm dia 10 Each b. Labour charges Plumber Fitter(S) =5/6 0.833 Each Helper to plumber or fitter=2/3 0.667 Each Male worker=5/3 1.667 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 898.91 ÷ 10 =

[ iii ] 150mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 150 mm dia 10 Each b. Labour charges Plumber Fitter(S) = 4/3 1.33 Each Helper to plumber or fitter=2/3 0.67 Each Male worker=29/12 2.42 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 1,252.53 ÷ 10 =

[ iv ] 200mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 200 mm dia 10 Each b. Labour charges Plumber Fitter(S)=4/3 1.33 Each Helper to plumber or fitter=1 1.00 Each Male worker=3 3.00 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 1,717.33 ÷ 10 =

[v] a.

b.

250mm diameter Details of cost for 10 joints Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 250 mm dia 10 Each Labour charges Plumber Fitter(S)=4/3 1.33 Each Helper to plumber or fitter=1 1.00 Each Male worker=3 3.00 Each (a+b)

18


26.00

260.00

190 170 150

say

158.33 113.33 250.00 781.66 117.25 898.91 89.89 89.90

36.00

360.00

190.00 170.00 150.00

say

253.33 113.33 362.50 1089.16 163.37 1252.53 125.25 125.30

62.00

620.00

190.00 170.00 150.00

say

253.33 170.00 450.00 1493.33 224.00 1717.33 171.73 171.70

73.00

730.00

190.00 170.00 150.00

253.33 170.00 450.00 1603.33

781.66

1089.16

1493.33


Quantity 3 15%

Unit 4

[ vi ] 300mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 300 mm dia 10 Each b. Labour charges Plumber Fitter(S)=4/3 1.33 Each Helper to plumber or fitter=1 1.00 Each Male worker=10/3 3.33 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,246.33 ÷ 10 =

[ vii ] 350mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 350 mm dia 10 Each b. Labour charges Plumber Fitter(S)=3/2 1.50 Each Helper to plumber or fitter=2 2.00 Each Male worker=9/2 4.50 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,955.50 ÷ 10 =

[ viii ] 400mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 400 mm dia 10 Each b. Labour charges Plumber Fitter(S)=3/2 1.50 Each Helper to plumber or fitter=2 2.00 Each Male worker=9/2 4.50 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 4,186.00 ÷ 10 =

[ ix ] 450mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 450 mm dia 10 Each

19


103.00

1030.00

190.00 170.00 150.00

say

253.33 170.00 500.00 1953.33 293.00 2246.33 224.63 224.60

127.00

1270.00

190.00 170.00 150.00

say

285.00 340.00 675.00 2570.00 385.50 2955.50 295.55 295.60

234.00

2340.00

190.00 170.00 150.00

say

285.00 340.00 675.00 3640.00 546.00 4186.00 418.60 418.60

260.00

2600.00

1953.33

2570.00

3640.00

Description Sl No 2 1 b. Labour charges Plumber Fitter(S)=2 Helper to plumber or fitter=2 Male worker=5 (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 4,680.50 ÷ 10 =

[x] a.

b.

c.

Quantity 3

Unit 4

2.00 2.00 5.00

Each Each Each

15%

500mm diameter Details of cost for 10 joints Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 500 mm dia 10 Each Labour charges Plumber Fitter(S)=2 2.00 Each Helper to plumber or fitter=2 2.00 Each Male worker=5 5.00 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 4,968.00 ÷ 10 =

[ xi ] 600mm diameter Details of cost for 10 joints a. Materials Rubber Gaskets Conforming to I.S 5382 of S.B.R quality 600 mm dia 10 Each b. Labour charges Plumber Fitter(S)=8/3 2.67 Each Helper to plumber or fitter=8/3 2.67 Each Male worker=23/3 7.67 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 6,474.50 ÷ 10 =

Rate (Rs) Amount (Rs) 5 6 190.00 170.00 150.00

say

380.00 340.00 750.00 4070.00 610.50 4680.50 468.05 468.10

285.00

2850.00

190.00 170.00 150.00

say

380.00 340.00 750.00 4320.00 648.00 4968.00 496.80 496.80

352.00

3520.00

190.00 170.00 150.00

506.67 453.33 1150.00 5630.00 844.50 6474.50 647.45 647.50

4070.00

4320.00

5630.00

say

2.1.27 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. [ i ] 80mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.007 cum 0.007 Cum 46.00 0.32 Cement 0.10 Qntl 714.00 71.40 Spun yarn 0.72 Kg 50.00 36.00 b. Labour charges Plumber Fitter(S) = (1/4 + 3/4) = 1 no 1.00 Each 190.00 190.00 Helper to plumber or fitter = (1 + 0) = 1 no 1.00 Each 170.00 170.00 Male worker = (1 + 1) = 2 nos 2.00 Each 150.00 300.00 (a+b) 767.72

20

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 882.88 ÷ 10 =

[ ii ] a.

b.

c.

Quantity 3 15%

100mm diameter Data for making and testing of 10 joints Materials Sand = 0.009 cum 0.009 Cement 0.129 Spun yarn 1.25 Labour charges Plumber Fitter(S) = (0.60 + 0.50) = 1.10 no 1.10 Helper to plumber or fitter = (1.16 + 0) = 1.16 no 1.16 Male worker = (1.16 + 1) = 2.16 nos 2.16 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 1,018.00 ÷ 10 =

[ iii ] 125mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.011 cum 0.011 Cement 0.157 Spun yarn 1.30 b. Labour charges Plumber Fitter(S) = (0.67 + 1) = 1.67 nos 1.67 Helper to plumber or fitter = (1.33 + 0) = 1.33 nos 1.33 Male worker = (1.33 + 1.75) = 3.08 nos 3.08 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 1,360.46 ÷ 10 =

[ iv ] 150mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.013 cum 0.013 Cement 0.186 Spun yarn 1.62 b. Labour charges Plumber Fitter(S) = (0.83 + 1) = 1.83 nos 1.83 Helper to plumber or fitter = (1.67 + 0) = 1.67 nos 1.67 Male worker = (1.57 + 1.75) = 3.32 nos 3.32 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 1,545.60 ÷ 10 =

Unit 4


Cum Qntl Kg

46.00 714.00 50.00

0.41 92.11 62.50

Each

190.00

209.00

Each Each

170.00 150.00

say

197.20 324.00 885.22 132.78 1018.00 101.80 101.80

Cum Qntl Kg

46.00 714.00 50.00

0.51 112.10 65.00

Each

190.00

317.30

Each Each

170.00 150.00

say

226.10 462.00 1183.01 177.45 1360.46 136.05 136.00

Cum Qntl Kg

46.00 714.00 50.00

0.60 132.80 81.00

Each

190.00

347.70

Each Each

170.00 150.00

283.90 498.00 1344.00 201.60 1545.60 154.56 154.60

885.22

1183.01

1344.00

say

21

Description Sl No Quantity 2 1 3 [ v ] 200mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.018 cum 0.018 Cement 0.257 Spun yarn 1.98 b. Labour charges Plumber Fitter(S) = (1.66 + 1) = 2.66 nos 2.66 Helper to plumber or fitter = (2.33 + 0) = 2.33 nos 2.33 Male worker = (2.33 + 2.00) = 4.33 nos 4.33 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,109.48 ÷ 10 =

[ vi ] 250mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.024 cum 0.024 Cement 0.343 Spun yarn 2.24 b. Labour charges Plumber Fitter(S) = (1.50 + 1) = 2.50 nos 2.50 Helper to plumber or fitter = (3.00 + 0) = 3.00 nos 3.00 Male worker = (3.00 + 2.00) = 5.00 nos 5.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,406.95 ÷ 10 =

[ vii ] 300mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.03 cum 0.03 Cement 0.429 Spun yarn 3.36 b. Labour charges Plumber Fitter(S) = (1.83 + 1) = 2.83 nos 2.83 Helper to plumber or fitter = (3.66 + 0) = 3.66 nos 3.66 Male worker = (3.66 + 2.50) = 6.16 nos 6.16 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,943.53 ÷ 10 =

[ viii ] 350mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.037 cum Cement Spun yarn

0.037 0.529 4.03 22

Unit 4


Cum Qntl Kg

46.00 714.00 50.00

0.83 183.50 99.00

Each

190.00

505.40

Each Each

170.00 150.00

say

396.10 649.50 1834.33 275.15 2109.48 210.95 210.90

Cum Qntl Kg

46.00 714.00 50.00

1.10 244.90 112.00

Each

190.00

475.00

Each Each

170.00 150.00

say

510.00 750.00 2093.00 313.95 2406.95 240.70 240.70

Cum Qntl Kg

46.00 714.00 50.00

1.38 306.31 168.00

Each

190.00

537.70

Each Each

170.00 150.00

say

622.20 924.00 2559.59 383.94 2943.53 294.35 294.40

46.00 714.00 50.00

1.70 377.71 201.50

1834.33

2093.00

2559.59

Cum Qntl Kg

Description Sl No Quantity 2 1 3 b. Labour charges Plumber Fitter(S) = (2.16 + 1)= 3.16 nos 3.16 Helper to plumber or fitter = (4.33 + 0)= 4.33 nos 4.33 Male worker = (4.33 + 2.55) = 6.88 nos 6.88 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 3,391.82 ÷ 10 =

[ ix ] 400mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.044 cum Cement Spun yarn b. Labour charges Plumber Fitter(S) = (2.83 + 1)= 3.83 nos Helper to plumber or fitter = (5.67 + 0)= 5.67 nos

c.

[x] a.

b.

c.

Male worker = (5.67 + 2.50)= 8.17 nos (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 4,163.26 ÷ 10 =

Unit 4 Each

190.00

600.40

Each Each

170.00 150.00

say

736.10 1032.00 2949.41 442.41 3391.82 339.18 339.20

2949.41

0.044 0.629 5.04

Cum Qntl Kg

46.00 714.00 50.00

2.02 449.11 252.00

3.83

Each

190.00

727.70

5.67 8.17

Each Each

170.00 150.00

say

963.90 1225.50 3620.23 543.03 4163.26 416.33 416.30

Cum Qntl Kg

46.00 714.00 50.00

2.48 551.21 338.00

Each

190.00

885.40

Each Each

170.00 150.00

say

1076.10 1399.50 4252.69 637.90 4890.59 489.06 489.10

15%

450mm diameter Data for making and testing of 10 joints Materials Sand = 0.054 cum 0.054 Cement 0.772 Spun yarn 6.76 Labour charges Plumber Fitter(S) = (3.16 + 1.50)=4.66 nos 4.66 Helper to plumber or fitter = (6.33 + 0)=6.33 nos 6.33 Male worker = (6.33 + 3.00)=933 nos 9.33 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 4,890.59 ÷ 10 =

[ xi ] 500mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.062 cum Cement Spun yarn b. Labour charges Plumber Fitter(S) = (3.50 + 1.50=5.00 nos) Helper to plumber or fitter = (7.00 + 0)-7.00 nos Male worker = (7.00 + 3.00)=10.00 nos (a+b) 23


3620.23

4252.69

0.062 0.887 6.91

Cum Qntl Kg

46.00 714.00 50.00

2.85 633.32 345.50

5.00

Each

190.00

950.00

7.00 10.00

Each Each

170.00 150.00

1190.00 1500.00 4621.67


Quantity 3 15%

[ xii ] 600mm diameter Data for making and testing of 10 joints a. Materials Sand = 0.062 cum 0.084 Cement 1.201 Spun yarn 8.00 b. Labour charges Plumber Fitter(S) = (4.16 + 2.00)=6.16 nos 6.16 Helper to plumber or fitter = (8.33 + 0)=8.33 nos 8.33 Male worker = (8.33 + 5.00)=13.33 nos 13.33 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 6,724.48 ÷ 10 =

Unit 4


Cum Qntl Kg

46.00 714.00 50.00

3.86 857.51 400.00

Each

190.00

1170.40

Each Each

170.00 150.00

1416.10 1999.50 5847.37 877.11 6724.48 672.45 672.40

5847.37

say

2.1.28 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 . [ i ] 100mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Each 2113.18 21131.80 Rubber insertion 3mm thick x 10 nos(0.05sqm each) 10 Each 14.00 140.00 16mmx60mm long nut and bolt @0.2874kg per each=80nos(23.00kg) 23.00 Kg 70.00 1610.00 b. Labour charges Weight of MJ socket 1.90 Qntl 88.39 167.94 Providing flanged joints 10.00 Each 24.00 240.00 (a+b) 23289.74 c. Add Contractor's Profit & Overhead charges 15% 23289.74 3493.46 Total (a+b+c) 26783.20 Rate per each joint is 26,783.20 ÷ 10 = 2678.32 say 2678.30 [ ii ] a.

b.

c.

150mm dia C.I mechanical joint socket Details of cost for 10 joints Materials C.I mechanical joint socket 10 Each Rubber insertion 3mm thick x 10 nos(0.08sqm each) 10 Each 20mmx65mm long nut and bolt @0.4643kg per each=80nos(37.14kg) 37.14 Kg Labour charges Weight of MJ socket 3.20 Qntl Providing flanged joints 10.00 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 44,295.30 ÷ 10 =

3519.20

35192.00

17.00

170.00

70.00

2599.80

88.39 27.30

282.85 273.00 38517.65 5777.65 44295.30 4429.53 4429.50

38517.65

say 24

Sl No 1

Description 2

Quantity 3

Unit 4

[ iii ] 200mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Each Rubber insertion 3mm thick x 10 nos(0.116sqm each) 10 Each 20mmx70mm long nut and bolt @0.4750kg per each=80nos(38.00kg) 38.00 Kg b. Labour charges Weight of MJ socket 4.20 Qntl Providing flanged joints 10.00 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 58,018.01 ÷ 10 =


4692.62

46926.20

22.00

220.00

70.00

2660.00

88.39 27.30

371.24 273.00 50450.44 7567.57 58018.01 5801.80 5801.80

50450.44

say [ iv ] 250mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Each 6201.00 Rubber insertion 3mm thick x 10 nos(0.156sqm each) 10 Each 32.00 20mmx75mm long nut and bolt @0.4892kg per each=120nos(59.00kg) 59.00 Kg 70.00 b. Labour charges Weight of MJ socket 5.60 Qntl 88.39 Providing flanged joints 10.00 Each 33.90 (a+b) c. Add Contractor's Profit & Overhead charges 15% 67293.98 Total (a+b+c) Rate per each joint is 77,388.08 ÷ 10 = say [v] a.

b.

c.

300mm dia C.I mechanical joint socket Details of cost for 10 joints Materials C.I mechanical joint socket 10 Each 8490.60 Rubber insertion 3mm thick x 10 nos(0.20sqm each) 10 Each 40.00 20mmx75mm long nut and bolt @0.4892kg per each=120nos(59.00kg) 59.00 Kg 70.00 Labour charges Weight of MJ socket 7.60 Qntl 88.39 Providing flanged joints 10.00 Each 33.90 (a+b) Add Contractor's Profit & Overhead charges 15% 90446.76 Total (a+b+c) Rate per each joint is 104,013.77 ÷ 10 = say

25

62010.00 320.00 4130.00 494.98 339.00 67293.98 10094.10 77388.08 7738.81 7738.80

84906.00 400.00 4130.00 671.76 339.00 90446.76 13567.01 104013.77 10401.38 10401.40

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ vi ] 350mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Each 11941.96 119419.60 Rubber insertion 3mm thick x 10 nos(0.26sqm each) 10 Each 45.00 450.00 20mmx80mm long nut and bolt @0.4978kg per each=160nos(80.00kg) 80.00 Kg 70.00 5600.00 b. Labour charges Weight of MJ socket 9.50 Qntl 88.39 839.71 Providing flanged joints 10.00 Each 40.50 405.00 (a+b) 126714.31 c. Add Contractor's Profit & Overhead charges 15% 126714.31 19007.15 Total (a+b+c) 145721.46 Rate per each joint is 145,721.46 ÷ 10 = 14572.15 say 14572.10 [ vii ] 400mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Each 14580.30 Rubber insertion 3mm thick x 10 nos(0.32sqm each) 10 Each 67.00 24mmx85mm long nut and bolt @0.7348kg per each=160nos(118.00kg) 118.00 Kg 70.00 b. Labour charges Weight of MJ socket 11.60 Qntl 88.39 Providing flanged joints 10.00 Each 40.50 (a+b) c. Add Contractor's Profit & Overhead charges 15% 156163.32 Total (a+b+c) Rate per each joint is 179,587.82 ÷ 10 = say [ viii ] 450mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Each 17222.88 Rubber insertion 3mm thick x 10 nos(0.38sqm each) 10 Each 84.00 24mmx85mm long nut and bolt @0.7348kg per each=200nos(147.00kg) 147.00 Kg 70.00 b. Labour charges Weight of MJ socket 13.80 Qntl 88.39 Providing flanged joints 10.00 Each 47.10 (a+b) c. Add Contractor's Profit & Overhead charges 15% 185049.58 Total (a+b+c) Rate per each joint is 212,807.02 ÷ 10 = say [ ix ] 500mm dia C.I mechanical joint socket Details of cost for 10 joints a. Materials C.I mechanical joint socket 10 Rubber insertion 3mm thick x 10 nos(0.45sqm each) 10 26

145803.00 670.00 8260.00 1025.32 405.00 156163.32 23424.50 179587.82 17958.78 17958.80

172228.80 840.00 10290.00 1219.78 471.00 185049.58 27757.44 212807.02 21280.70 21280.70

Each

20799.32

207993.20

Each

106.00

1060.00

Sl No 1

b.

c.

[x] a.

b.

c.

Description Quantity Unit Rate (Rs) Amount (Rs) 2 3 4 5 6 24mmx90mm long nut and bolt @0.7502kg per each=200nos(150.00kg) 150.00 Kg 70.00 10500.00 Labour charges Weight of MJ socket 16.10 Qntl 88.39 1423.08 Providing flanged joints 10.00 Each 50.40 504.00 (a+b) 221480.28 Add Contractor's Profit & Overhead charges 15% 221480.28 33222.04 Total (a+b+c) 254702.32 Rate per each joint is 254,702.32 ÷ 10 = 25470.23 say 25470.20 600mm dia C.I mechanical joint socket Details of cost for 10 joints Materials C.I mechanical joint socket 10 Each 29575.06 Rubber insertion 3mm thick x 10 nos(0.61sqm each) 10 Each 118.00 27mmx100mm long nut and bolt @ 1.37 kg per each=200nos(274.00kg) 274.00 Kg 70.00 Labour charges Weight of MJ socket 22.00 Qntl 88.39 Providing flanged joints 10.00 Each 57.00 (a+b) Add Contractor's Profit & Overhead charges 15% 318625.18 Total (a+b+c) Rate per each joint is 366,418.96 ÷ 10 = say

2.1.29 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 er s ecification com lete . [ i ] 100mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar 10 Each 2681.80 b. Labour charges Weight of MJ collar 2.40 Qntl 88.39 (a+b) c. Add Contractor's Profit & Overhead charges 15% 27030.14 Total (a+b+c) Rate per each joint is 31,084.66 ÷ 10 = say [ ii ] a. b.

c.

150mm dia C.I mechanical joint collar Details of cost for 10 joints Materials C.I mechanical joint collar Labour charges Weight of MJ collar (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 51,799.63 ÷ 10 =

1180.00 19180.00 1944.58 570.00 318625.18 47793.78 366418.96 36641.90 36641.90

26818.00 212.14 27030.14 4054.52 31084.66 3108.47 3108.50

10

Each

4468.96

44689.60

4.00

Qntl

88.39

353.56 45043.16 6756.47 51799.63 5179.96 5180.00

15%

45043.16

say

27

295750.60

Description Sl No 2 1 [ iii ] 200mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar b. Labour charges Weight of MJ collar (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 69,922.20 ÷ 10 =

a. b.

c.

Unit 4

10

Each

6032.46

60324.60

5.40

Qntl

88.39

say

477.31 60801.91 9120.29 69922.20 6992.22 6992.20

15%

[ iv ] 250mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar b. Labour charges Weight of MJ collar (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 93,241.78 ÷ 10 =

[v]

Quantity 3

60801.91

10

Each

8044.34

80443.40

7.20

Qntl

88.39

say

636.41 81079.81 12161.97 93241.78 9324.18 9324.20

15%


81079.81

10

Each

11283.70

112837.00

7.20

Qntl

88.39

say

636.41 113473.41 17021.01 130494.42 13049.44 13049.40

15%

[ vi ] 350mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar b. Labour charges Weight of MJ collar (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 184,860.14 ÷ 10 =

113473.41

10

Each

15962.54

159625.40

12.70

Qntl

88.39

say

1122.55 160747.95 24112.19 184860.14 18486.01 18486.00

15%

[ vii ] 400mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar b. Labour charges Weight of MJ collar (a+b)

28


160747.95

10

Each

19230.52

192305.20

15.30

Qntl

88.39

1352.37 193657.57


[ viii ] 450mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar b. Labour charges Weight of MJ collar (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 272,248.59 ÷ 10 =

a. b.

c.

Unit 4

10

Each

23512.92

235129.20

18.20

Qntl

88.39

say

1608.70 236737.90 35510.69 272248.59 27224.86 27224.90

15%

[ ix ] 500mm dia C.I mechanical joint collar Details of cost for 10 joints a. Materials C.I mechanical joint collar b. Labour charges Weight of MJ collar (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 331,453.59 ÷ 10 =

[x]

Quantity 3 15%

236737.90

10

Each

28633.78

286337.80

21.30

Qntl

88.39

say

1882.71 288220.51 43233.08 331453.59 33145.36 33145.40

15%



288220.51

10

Each

39791.34

397913.40

29.60

Qntl

88.39

2616.34 400529.74 60079.46 460609.20 46060.92 46060.90

15%

400529.74

say

29

Description 2

Sl No 1

Quantity 3

Unit 4


2.2 MILD STEEL PIPES 2.2.1

a. b.

c.

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) 88.9 mm outside dia Materials 88.9 mm OD MS ERW pipe 6.30 mm thick 1.00 Mtr 512.00 512.00 Labour for laying Rate per 100 kg or 1 Qntl vide item No.2.1.1 50.72 For 1m of 88.90mm OD MS ERW pipe 6.30 mm thick 12.80 100kg 50.72 6.49 (a + b) 518.49 Add Contractor's Profit & Overhead charges 15% 518.49 77.77 Total (a+b+c) 596.26 Total say 596.30 Outside Thickness Weight in Rate per Amount Sl No. dia in in mm kg/Mtr Mtr 1

88.9

2

101.6

3

114.3

4

127

5

139.7

6

152.4

7

165.1

2.9 3.2 4.0 5.0 5.4 5.6 6.3 8.0 3.6 4.0 5.0 3.2 3.6 4.5 5.4 6.3 8.0 8.8 4.5 5.0 5.4 3.6 4.0 4.5 5.0 5.4 6.3 8.0 10.0 4.5 5.0 5.4 4.5 5.0 5.4 6.3

6.15 6.76 8.38 10.30 11.10 11.50 12.80 16.00 8.70 9.63 11.90 8.77 9.83 12.20 14.50 16.80 21.00 22.90 13.60 15.00 16.20 12.10 13.40 15.00 16.60 17.90 20.70 26.00 32.00 16.40 18.20 19.60 17.80 19.70 21.20 24.80 30

246.00 270.40 335.20 412.00 444.00 460.00 512.00 640.00 348.00 385.20 476.00 350.80 393.20 488.00 580.00 672.00 840.00 916.00 544.00 600.00 648.00 484.00 536.00 600.00 664.00 716.00 828.00 1040.00 1280.00 656.00 728.00 784.00 712.00 788.00 848.00 992.00

286.50 314.90 390.40 479.80 517.10 535.70 596.30 745.30 405.30 448.60 554.30 408.50 457.90 568.30 675.50 782.60 978.20 1066.80 633.50 698.70 754.60 563.70 624.20 698.70 773.30 833.80 964.30 1211.20 1490.70 764.00 847.80 913.00 829.20 917.70 987.60 1155.30

Sl No 1 8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

Description 2 168.3 2.6 3.2 4.0 4.5 6.3 7.1 8.0 219.1 2.6 3.6 4.5 6.3 273 3.6 4.0 5.0 6.3 323.9 4.0 4.5 5.6 7.1 355.6 4.0 5.0 5.6 8.0 406.4 4.0 5.0 6.3 8.8 457 4.0 5.0 6.3 10.0 508 5.0 5.6 6.3 11.0 610 5.8 6.3 12.5 711 6.3 7.1 14.2 813 7.1 8.0 18.0 914 8.0 8.8 10.0 17.5 1016 8.8 10.0 20.0 1067 8.8 10.0 11.0 1118 8.8 10.0 11.0

10.60 12.00 18.20 18.20 25.20 28.20 31.60 13.90 19.10 23.80 33.10 23.90 26.50 33.00 41.10 31.80 35.40 44.00 55.50 34.70 43.20 48.30 68.60 39.70 49.50 62.20 86.30 44.70 55.70 70.00 110.00 62.00 69.40 77.90 135.00 83.50 93.80 184.00 109.00 123.00 244.00 141.00 159.00 314.00 179.00 196.00 223.00 387.00 219.00 248.00 491.00 230.00 251.00 286.00 241.00 273.00 300.00 31

Quantity 3 424.00 480.00 728.00 728.00 1008.00 1128.00 1264.00 556.00 764.00 952.00 1324.00 956.00 1060.00 1320.00 1644.00 1272.00 1416.00 1760.00 2220.00 1388.00 1728.00 1932.00 2744.00 1588.00 1980.00 2488.00 3452.00 1788.00 2228.00 2800.00 4400.00 2480.00 2776.00 3116.00 5400.00 3340.00 3752.00 7360.00 4360.00 4920.00 9760.00 5781.00 6519.00 12874.00 7339.00 8036.00 9143.00 15867.00 8979.00 10168.00 20131.00 9430.00 10291.00 11726.00 9881.00 11193.00 12300.00

Unit 4 493.80 559.00 847.80 847.80 1173.90 1313.60 1472.00 647.50 889.70 1108.70 1541.90 1113.30 1234.50 1537.20 1914.60 1481.30 1649.00 2049.70 2585.40 1616.40 2012.40 2250.00 3195.60 1849.40 2305.90 2897.50 4020.10 2082.30 2594.70 3260.80 5124.20 2888.20 3232.90 3628.80 6288.70 3889.70 4369.50 8571.30 5077.60 5729.70 11366.30 6730.40 7589.60 14988.20 8544.30 9355.70 10644.50 18472.80 10453.60 11837.90 23437.00 10978.70 11981.10 13651.70 11503.70 13031.20 14320.00


Sl No 1 23

24 25 26

27

28

29

Description 2 1219 10.0 11.0 12.5 1422 12.5 14.2 1626 14.2 16.0 1829 14.2 16.0 17.5 2032 16.0 17.5 20.0 2235 17.5 20.0 22.2 2540 20.0 22.2 25.0

298.00 328.00 372.00 435.00 493.00 564.00 635.00 634.00 715.00 782.00 795.00 869.00 992.00 957.00 1093.00 1211.00 1243.00 1379.00 1551.00

Quantity 3 12218.00 13448.00 15252.00 17835.00 20213.00 23124.00 26035.00 25994.00 29315.00 32062.00 32595.00 35629.00 40672.00 39237.00 44813.00 49651.00 50963.00 56539.00 63591.00

Unit 4


14224.50 15656.50 17756.80 20764.00 23532.50 26921.60 30310.60 30262.90 34129.30 37327.40 37948.00 41480.20 47351.40 45680.70 52172.50 57805.00 59332.50 65824.20 74034.30

2.2.2 Flame cutting and facing of MS plate up to 8mm thick as per specification complete Data for 1.0m Material: a. Oxygen 4.28 kg 5.35 Acetylene gas 2.14 kg 55.55 Labour: b. Fitter (special) Each 205.00 0.10 Welder(special) Each 205.00 0.16 Helper to gas cutter Each 170.00 0.32 Semi skilled mullia Each 170.00 0.48 (a + b) c. Add Contractor's Profit & Overhead charges 15% 331.08 Total (a+b+c) Rate per 1.0m. say

22.90 118.88 20.50 32.80 54.40 81.60 331.08 49.66 380.74 380.70

2.2.3 Flame cutting and facing of MS plate from 8mm to 10mm thick as per specification complete Data for 1.0m Material: a. Oxygen kg 5.35 34.35 6.420 Acetylene gas kg 55.55 178.32 3.21 Labour: b. Fitter (special) Each 205.00 32.80 0.16 Welder(special) Each 205.00 65.60 0.32 Helper to gas cutter Each 170.00 54.40 0.32 Semi skilled mullia Each 170.00 81.60 0.48 (a + b) 447.07 c. Add Contractor's Profit & Overhead charges 15% 447.07 67.06 Total (a+b+c) Rate per 1.0m. 514.13 say 514.10 2.2.4 Flame cutting and facing of MS plate from 12mm to 25mm thick as per specification complete Data for 1.0m Material: a. Oxygen kg 5.35 61.06 11.413 Acetylene gas kg 55.55 317.02 5.707

32

Description Sl No Quantity 2 1 3 Labour: b. Fitter (specials) 0.16 Welder(special) 0.40 Helper to gas cutter 0.32 semi skilled mullia 0.48 (a + b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per 1.0m.

Unit 4 Each Each Each Each

Rate (Rs) Amount (Rs) 5 6 205.00 205.00 170.00 170.00 628.88 say

32.80 82.00 54.40 81.60 628.88 94.33 723.21 723.20

2.2.5 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 Data for 1.0 m long weld length Machineries a. Hire charges for 33 KVA generator set Hour 240.00 360.00 1.50 1.0 m welding = 80 minutes Idle = 10 minutes 90 minutes = 1 hr 30 min Welding transformer Hour 81.00 121.50 1.50 Materials b. Electrode 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) Pkt 420.00 136.50 0.325 Labour: c. 1st class welder Each 205.00 51.25 0.25 Fitter Each 205.00 51.25 0.25 Semi skilled mullia Each 170.00 68.00 0.40 (a+b+c) 788.50 15% 788.50 118.28 d. Add Contractor's Profit & Overhead charges Total (a+b+c+d) Rate per 1.0m. 906.78 say 906.80 2.2.6 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 Data for 1.0 m long weld length Machineries a. Hire charges for 33 KVA generator set Hour 240.00 360.00 1.50 1.0 m welding = 80 minutes Idle = 10 minutes 90 minutes = 1 hr 30 min Welding transformer Hour 81.00 121.50 1.50 Materials b. Electrode No-10 (3.15mm dia x 350mm long) for Fillet weld of 1.0m long = 48pcs (Details at 'Q') 0.6 Pkt @ 80pc per pkt (overchord-s) Pkt 420.00 252.00 0.60 Labour: c. 1st class welder Each 205.00 51.25 0.25 Fitter Each 205.00 51.25 0.25 Semi skilled mullia Each 170.00 68.00 0.40 (a+b+c) 904.00 15% 904.00 135.60 d. Add Contractor's Profit & Overhead charges Total (a+b+c+d) Rate per 1.0m. 1039.60 say 1039.60

33

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 2.2.7 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 Data for 1.0m Energy Charges (Details at 'R') a. 518.92 Materials b. Electrode 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) Pkt 420.00 136.50 0.325 Labour: c. 1st class welder Each 205.00 41.00 0.20 Fitter Each 205.00 41.00 0.20 Semi skilled mullia Each 170.00 51.00 0.30 (a+b+c) 788.42 Add Contractor's Profit & Overhead charges 15% 788.42 118.26 Total (a+b+c+d) Rate per 1.0m. 906.68 say 906.70 2.2.8 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 Data for 1.0m Energy Charges (Details at 'R') a. 518.92 Materials b. Electrode No-10 (3.15mm dia x 350mm long) for Fillet weld of 1.0m long = 48pcs (Details at ' ' 0.60 Pkt @ 80pc per pkt (overchord-s) Pkt 420.00 252.00 0.60 Labour: c. 1st class welder Each 205.00 41.00 0.20 Fitter Each 205.00 41.00 0.20 Semi skilled mullia Each 170.00 51.00 0.30 (a+b+c) 903.92 Add Contractor's Profit & Overhead charges 15% 903.92 135.59 Total (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 Consumption Using electrode of size No. 10 x 350 mm long =3.15 mm dia x 350 mm long Weight of welds/ foot run (for 5/16 inch =7.94mm thick) =(Vide Table 0.255 lb/ft of 3.15 x 350mm size 0.116 kg/ft 0.381 kg/m Deposit of weld by 3.15 mm dia x 350 mm long electrode =(Vide Table-212) 17.00 gm/pc Or 17 gm of weld is deposited from the rod of 1.00 pc so, 381 gm will be deposited from = 1/17 x381 22.41 pc Take 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 pcs say 26.00 pcs 26 pcs For 1.0m long single 60° Butt weld

34

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 . For Fillet weld, having fillet-leg length of 1/2 inch (12mm) Electrode Consumption Using electrode of size No. 10 x 350 mm long =3.15 mm dia x 350 mm long Weight of welds/ foot run for 1/2 inch (12mm)(Vide Table-2 0.474 lb ft of 3.15 x 350mm size 0.215 k ft 0.705 k m Deposit of weld by 3.15 mm dia x 350 mm long electrode =(Vide Table-212) 17.00 gm/pc Or 17 gm of weld is deposited from the rod of 1.00 pc So, 705 gm will be deposited from = 1/17 x705 41.47 pc Take 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 pcs say 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 Work Welding time For 1.0m (100 cm) welding average time reqd = 80 minutes or 1hr 20 min For 1.0 inch (2.54 cm) welding average time reqd = 2.00 minutes Power Consumption = VxA x T x 1 1000 60 e V = Arc voltage for the electrode used 400 - 440V = 400 V A = Current Ampere 100 A T = Time in minutes during which Arc is held 80 Minutes e = Overall Efficiency 55.5% 0.555 Amperage = For 3.5 mm Electrode 100 - 140 A 100 A For 4.0 mm Electrode 140 - 190 A Cost per Unit CESU Tarriff 5.30 MMFC + Meter rent 0.10 Rs 5.40 Rs.5.40 per unit 400 x 100 x 80 x 1 1000 60 0.555 per metre length of welding =

35

xCost per Unit

x 5.40 518.92

Sl No 1

Description 2

Quantity 3

Unit 4


2.3 UNPLASTICISED PVC PIPES & SPECIALS 2.3.1 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) [ i ] 75mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 75mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Mtr 87.11 871.10 b. Labour for laying Plumber Fitter(S) 0.12 Each 190.00 22.80 Male worker 0.24 Each 150.00 36.00 c. Labour for jointing and testing Plumber Fitter(S) 0.22 Each 190.00 41.80 Helper to plumber or fitter 0.83 Each 170.00 141.10 Male worker (unskilled) 0.12 Each 150.00 18.00 d. Jointing materials Cost of solvent cement=30 gms or 0.03kg 0.03 Kg 171.00 5.13 (a+b+c+d) 1135.93 e. Add Contractor's Profit & Overhead charges 15.00% 1135.93 170.39 Total (a+b+c+d+e) 1306.32 Rate per metre is 1,306.32 ÷ 10 = 130.63 say 130.60 [ ii ] a. b.

c.

d.

e.

90mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised pvc pipes Materials 90mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Labour for laying Plumber Fitter(S) 0.14 Male worker 0.28 Labour for jointing and testing Plumber Fitter(S) 0.29 Helper to plumber or fitter 1.00 Male worker (unskilled) 0.14 Jointing materials Cost of solvent cement=40 gms or 0.04kg 0.04 (a+b+c+d) Add Contractor's Profit & Overhead charges 15.00% Total (a+b+c+d+e) Rate per metre is 1,803.59 ÷ 10 =

[ iii ] 110mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 110mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.18 Male worker 0.35 c. Labour for jointing and testing Plumber Fitter(S) 0.31 Helper to plumber or fitter 1.33 Male worker (unskilled) 0.18 36

Mtr

124.68

1246.80

Each Each

190.00 150.00

26.60 42.00

Each Each Each

190.00 170.00 150.00

55.10 170.00 21.00

Kg

171.00

say

6.84 1568.34 235.25 1803.59 180.36 180.40

Mtr

179.60

1796.00

Each Each

190.00 150.00

34.20 52.50

Each Each Each

190.00 170.00 150.00

58.90 226.10 27.00

1568.34

Description Sl No 2 1 d. Jointing materials Cost of solvent cement=56 gms or 0.056kg (a+b+c+d) e. Add Contractor's Profit & Overhead charges Total (a+b+c+d+e) Rate per metre is 2,534.92 ÷ 10 =

Quantity 3

Unit 4

0.056

Kg

[v] a. b.

c.

d.

e.

say

9.58 2204.28 330.64 2534.92 253.49 253.50

Mtr

237.03

2370.30

Each Each

190.00 150.00

38.00 60.00

Each Each Each

190.00 170.00 150.00

66.50 255.00 30.00

Kg

171.00

say

12.14 2831.94 424.79 3256.73 325.67 325.70

Mtr

294.17

2941.70

Each Each

190.00 150.00

41.80 66.00

Each Each Each

190.00 170.00 150.00

83.60 272.00 33.00

Kg

171.00

say

17.10 3455.20 518.28 3973.48 397.35 397.40

Mtr

378.69

3786.90

Each Each

190.00 150.00

47.50 75.00

Each Each Each

190.00 170.00 150.00

87.40 326.40 37.50

15%

[ iv ] 125mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised pvc pipes a. Materials 125mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.20 Male worker 0.40 c. Labour for jointing and testing Plumber Fitter(S) 0.35 Helper to plumber or fitter 1.50 Male worker (unskilled) 0.20 d. Jointing materials Cost of solvent cement=71 gms or 0.071kg 0.071 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 3,256.73 ÷ 10 =

140mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes Materials 140mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Labour for laying Plumber Fitter(S) 0.22 Male worker 0.44 Labour for jointing and testing Plumber Fitter(S) 0.44 Helper to plumber or fitter 1.60 Male worker (unskilled) 0.22 Jointing materials Cost of solvent cement=100 gms or 0.10kg 0.10 (a+b+c+d) Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 3,973.48 ÷ 10 =

[ vi ] 160mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 160mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.25 Male worker 0.50 c. Labour for jointing and testing Plumber Fitter(S) 0.46 Helper to plumber or fitter 1.92 Male worker (unskilled) 0.25 37

Rate (Rs) Amount (Rs) 5 6 171.00 2204.28

2831.94

3455.20


Quantity 3

Unit 4

0.133

Kg

say

22.74 4383.44 657.52 5040.96 504.10 504.10

Mtr

599.57

5995.70

Each Each

190.00 150.00

60.80 96.00

Each Each Each

190.00 170.00 150.00

140.60 438.60 48.00

Kg

171.00

say

34.20 6813.90 1022.09 7835.99 783.60 783.60

Mtr

752.83

7528.30

Each Each

190.00 150.00

68.40 108.00

Each Each Each

190.00 170.00 150.00

144.40 496.40 54.00

Kg

171.00

say

37.96 8437.46 1265.62 9703.08 970.31 970.30

Mtr

933.27

9332.70

Each Each

190.00 150.00

76.00 120.00

Each Each Each

190.00 170.00 150.00

212.80 552.50 60.00

15%

[ vii ] 200mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised pvc pipes a. Materials 200mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.32 Male worker 0.64 c. Labour for jointing and testing Plumber Fitter(S) 0.74 Helper to plumber or fitter 2.58 Male worker (unskilled) 0.32 d. Jointing materials Cost of solvent cement=200 gms or 0.20kg 0.20 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 7,835.99 ÷ 10 =

[ viii ] 225mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 225mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.36 Male worker 0.72 c. Labour for jointing and testing Plumber Fitter(S) 0.76 Helper to plumber or fitter 2.92 Male worker (unskilled) 0.36 d. Jointing materials Cost of solvent cement=222 gms or 0.222kg 0.222 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15%

38

171.00 4383.44

6813.90

8437.46

Rate per metre is 9,703.08 ÷ 10 = Total (a+b+c+d+e) [ ix ] 250mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 250mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.40 Male worker 0.80 c. Labour for jointing and testing Plumber Fitter(S) 1.12 Helper to plumber or fitter 3.25 Male worker (unskilled) 0.40



[x] a. b.

c.

d.

e.

Quantity 3

Unit 4

0.25

Kg

say

42.75 10396.75 1559.51 11956.26 1195.63 1195.60

Mtr

1170.85

11708.50

Each Each

190.00 150.00

85.50 120.00

Each Each Each

190.00 170.00 150.00

237.50 608.60 72.00

Kg

171.00

say

48.91 12881.01 1932.15 14813.16 1481.32 1481.30

Mtr

1483.95

14839.50

Each Each

190.00 150.00

95.00 150.00

Each Each Each

190.00 170.00 150.00

237.50 680.00 75.00

Kg

171.00

56.94 16133.94 2420.09 18554.03 1855.40 1855.40

15%


[ xi ] 315mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 315mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.50 Male worker 1.00 c. Labour for jointing and testing Plumber Fitter(S) 1.25 Helper to plumber or fitter 4.00 Male worker (unskilled) 0.50 d. Jointing materials Cost of solvent cement=333 gms or 0.333kg 0.333 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 18,554.03 ÷ 10 =

Rate (Rs) Amount (Rs) 5 6 171.00 10396.75

12881.01

16133.94

say

2.3.2 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 measured and paid for separately) [ i ] 75mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 75mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Mtr 87.11 871.10 b. Labour for laying Plumber Fitter(S) 0.12 Each 190.00 22.80 Male worker 0.24 Each 150.00 36.00 39

Description Sl No 2 1 c. Labour for jointing and testing Plumber Fitter(S) Helper to plumber or fitter Male worker (unskilled) d. Jointing materials Cost of solvent cement=30 gms or 0.03kg (a+b+c+d) e. Add Contractor's Profit & Overhead charges Total (a+b+c+d+e) Rate per metre is 1,422.81 ÷ 10 =

[ ii ] a. b.

c.

d.

e.

Quantity 3

Unit 4

0.33 1.25 0.18

Each Each Each

190.00 170.00 150.00

62.70 212.50 27.00

0.03

Kg

171.00

say

5.13 1237.23 185.58 1422.81 142.28 142.30

Mtr

124.68

1246.80

Each Each

190.00 150.00

26.60 42.00

Each Each Each

190.00 170.00 150.00

83.60 255.00 31.50

Kg

171.00

say

6.84 1692.34 253.85 1946.19 194.62 194.60

Mtr

179.60

1796.00

Each Each

190.00 150.00

34.20 54.00

Each Each Each

190.00 170.00 150.00

89.30 340.00 40.50

Kg

171.00

say

9.58 2363.58 354.54 2718.12 271.81 271.80

Mtr

237.03

2370.30

Each Each

190.00 150.00

38.00 60.00

15%

90mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised pvc pipes Materials 90mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Labour for laying Plumber Fitter(S) 0.14 Male worker 0.28 Labour for jointing and testing Plumber Fitter(S) 0.44 Helper to plumber or fitter 1.50 Male worker (unskilled) 0.21 Jointing materials Cost of solvent cement=40 gms or 0.04kg 0.04 (a+b+c+d) Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 1,946.19 ÷ 10 =

[ iii ] 110mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 110mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.18 Male worker 0.36 c. Labour for jointing and testing Plumber Fitter(S) 0.47 Helper to plumber or fitter 2.00 Male worker (unskilled) 0.27 d. Jointing materials Cost of solvent cement=56 gms or 0.056kg 0.056 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 2,718.12 ÷ 10 =

[ iv ] 125mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised pvc pipes a. Materials 125mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.20 Male worker 0.40 40


1237.23

1692.34

2363.58


[v] a. b.

c.

d.

e.

Quantity 3

Unit 4

0.53 2.25 0.30

Each Each Each

190.00 170.00 150.00

100.70 382.50 45.00

0.071

Kg

171.00

say

12.14 3008.64 451.30 3459.94 345.99 346.00

Mtr

294.17

2941.70

Each Each

190.00 150.00

41.80 66.00

Each Each Each

190.00 170.00 150.00

125.40 408.00 49.50

Kg

171.00

say

17.10 3649.50 547.43 4196.93 419.69 419.70

Mtr

378.69

3786.90

Each Each

190.00 150.00

47.50 75.00

Each Each Each

190.00 170.00 150.00

131.10 489.60 57.00

Kg

171.00

say

22.74 4609.84 691.48 5301.32 530.13 530.10

Mtr

599.57

5995.70

Each Each

190.00 150.00

60.80 96.00

15%


[ vi ] 160mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 160mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.25 Male worker 0.50 c. Labour for jointing and testing Plumber Fitter(S) 0.69 Helper to plumber or fitter 2.88 Male worker (unskilled) 0.38 d. Jointing materials Cost of solvent cement=133 gms or 0.133kg 0.133 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 5,301.32 ÷ 10 =

[ vii ] 200mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised pvc pipes a. Materials 200mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.32 Male worker 0.64 41


3008.64

3649.50

4609.84


Quantity 3

Unit 4

1.11 3.87 0.48

Each Each Each

190.00 170.00 150.00

210.90 657.90 72.00

0.20

Kg

171.00

say

34.20 7127.50 1069.13 8196.63 819.66 819.70

Mtr

752.83

7528.30

Each Each

190.00 150.00

68.40 108.00

Each Each Each

190.00 170.00 150.00

216.60 744.60 81.00

Kg

171.00

say

37.96 8784.86 1317.73 10102.59 1010.26 1010.30

Mtr

933.27

9332.70

Each Each

190.00 150.00

76.00 120.00

Each Each Each

190.00 170.00 150.00

319.20 829.60 90.00

Kg

171.00

say

42.75 10810.25 1621.54 12431.79 1243.18 1243.20

Mtr

1170.85

11708.50

Each Each

190.00 150.00

85.50 135.00

15%

[ viii ] 225mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 225mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.36 Male worker 0.72 c. Labour for jointing and testing Plumber Fitter(S) 1.14 Helper to plumber or fitter 4.38 Male worker (unskilled) 0.54 d. Jointing materials Cost of solvent cement=222 gms or 0.222kg 0.222 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 10,102.59 ÷ 10 =

[ ix ] 250mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 250mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.40 Male worker 0.80 c. Labour for jointing and testing Plumber Fitter(S) 1.68 Helper to plumber or fitter 4.88 Male worker (unskilled) 0.60 d. Jointing materials Cost of solvent cement=250 gms or 0.25kg 0.25 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 12,431.79 ÷ 10 =

[x] a. b.

280mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes Materials 280mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 Labour for laying Plumber Fitter(S) 0.45 Male worker 0.90 42


7127.50

8784.86

10810.25


Quantity 3

Unit 4

1.88 5.37 0.72

Each Each Each

190.00 170.00 150.00

357.20 912.90 108.00

0.286

Kg

171.00

say

48.91 13356.01 2003.40 15359.41 1535.94 1535.90

Mtr

1483.95

14839.50

Each Each

190.00 150.00

95.00 150.00

Each Each Each

190.00 170.00 150.00

357.20 1020.00 112.50

Kg

171.00

56.94 16631.14 2494.67 19125.81 1912.58 1912.60

15%

[ xi ] 315mm dia rigid UPVC pipe Class-3 (0.60 mpa) Data for 10 metres of unplasticised PVC pipes a. Materials 315mm dia rigid UPVC pipe Class-3 (0.60 mpa) 10.00 b. Labour for laying Plumber Fitter(S) 0.50 Male worker 1.00 c. Labour for jointing and testing Plumber Fitter(S) 1.88 Helper to plumber or fitter 6.00 Male worker (unskilled) 0.75 d. Jointing materials Cost of solvent cement=333 gms or 0.333kg 0.333 (a+b+c+d) e. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d+e) Rate per metre is 19,125.81 ÷ 10 =


13356.01

16631.14

say

2.3.3[a] 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) 80mm to 315mm diameter Details for 1 piece of rubber'O' ring a. Labour charges Plumber/ Fitter(S) 0.25 Each 190.00 47.50 Helper to plumber or fitter 0.50 Each 170.00 85.00 Total 132.50 b. Add Contractor's Profit & Overhead charges 15% 132.50 19.88 Total (a+b) Cost for each 152.38 say 152.40 2.3.3[b] Fixing half-round moulded unplasticised PVC sections in two halves by means of solvent cement as per specification complete. (Excluding cost of materials) Rate of fixing is same as per item No 2.3.3 [a] pvc fabricated saddle pieces Rate per each 152.40 2.3.4 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 oints cost of bolts and nuts and rubber insertion as er s ecification com lete. [ i ] Range 75mm to 90mm Data for 10 joints

43

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 a. Materials to be used Rubber insertion 3mm thick x 10 nos (0.04 sqm each) 10 Each 11.00 110.00 16mm x 60mm long nut and bolt @ 0.2874kg per each=40nos (11.50kg) 11.50 Kg 70.00 805.00 b. Labour for jointing Plumber Fitter(S) 0.15 Each 190.00 28.50 Helper to plumber or fitter 0.15 Each 170.00 25.50 Male worker(unskilled) 0.80 Each 150.00 120.00 (a+b) 1089.00 c. Add Contractor's Profit & Overhead charges 15% 1089.00 163.35 Total (a+b+c) 1252.35 Rate per each joint is 1,252.35 ÷ 10 = 125.24 say 125.20 [ ii ] a.

b.

c.

100mm diameter Data for 10 joints Materials to be used Rubber insertion 3mm thick x 10 nos(0.05sqm each) 10 Each 16mmx60mm long nut and bolt @0.2874kg per each=80nos(23.00kg) 23.00 Kg Labour for jointing Plumber Fitter(S) 0.25 Each Helper to plumber or fitter 0.25 Each Male worker(unskilled) 1.00 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,288.50 ÷ 10 =

[ iii ] 125 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.06 sqm per each 10 Each Nuts & bolts 16mm x60 mm long @ 0.2953 kg per each 80nos 23.60 kg 23.60 Kg b. Labour for jointing Plumber Fitter(S) 0.25 Each Helper to plumber or fitter 0.25 Each Male worker 1.00 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 2,348.30 ÷ 10 =

14.00

140.00

70.00

1610.00

190.00 170.00 150.00

say

47.50 42.50 150.00 1990.00 298.50 2288.50 228.85 228.90

15.00

150.00

70.00

1652.00

190.00 170.00 150.00

47.50 42.50 150.00 2042.00 306.30 2348.30 234.83 234.80

1990.00

2042.00

say [ iv ] 150 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.08 sqm per each 10 Each 17.00 Nuts & bolts 20mm xx65 mm long @ 0.4643 kg per each 80nos 37.14 kg 37.14 Kg 70.00 44

170.00 2599.80


[v] a.

b.

c.

Quantity 3

Unit 4

0.30 0.30 1.10

Each Each Each


15%

200 mm diameter Data for 10 joints Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.116 sqm per each 10 Each Nuts & bolts 20mm x70 mm long @ 0.4750 kg per each 80nos 38.00 kg 38.00 Kg Labour for jointing Plumber Fitter(S) 0.30 Each Helper to plumber or fitter 0.30 Each Male worker 1.10 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 3,625.95 ÷ 10 =

190.00 170.00 150.00

say

57.00 51.00 165.00 3042.80 456.42 3499.22 349.92 349.90

22.00

220.00

70.00

2660.00

190.00 170.00 150.00

57.00 51.00 165.00 3153.00 472.95 3625.95 362.60 362.60

3042.80

3153.00

say [ 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 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 58.70 kg 58.70 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.40 Each 190.00 Helper to plumber or fitter 0.40 Each 170.00 Male worker 1.30 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 4768.00 Total (a+b+c) Rate per each joint is 5,483.20 ÷ 10 = say [ 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 10 Each 40.00 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 58.70 kg 58.70 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.40 Each 190.00 Helper to plumber or fitter 0.40 Each 170.00

45

320.00 4109.00 76.00 68.00 195.00 4768.00 715.20 5483.20 548.32 548.30

400.00 4109.00 76.00 68.00

Sl No 1

c.

Description 2

Quantity 3 1.30

Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each joint is 5,575.20 ÷ 10 =

Unit 4 Each

15%

Rate (Rs) Amount (Rs) 5 6 150.00 195.00 4848.00 4848.00 727.20 5575.20 557.52 say 557.50

2.3.5 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. [ i ] 75mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3mm thick x 10 nos(0.04 sqm each) 10 Each 11.00 110.00 16mmx60mm long nut and bolt @0.2874kg per each=40nos(11.50kg) 11.50 Kg 70.00 805.00 b. Labour for jointing Plumber Fitter(S) 0.15 Each 190.00 28.50 Helper to plumber or fitter 0.15 Each 170.00 25.50 Male worker(unskilled) 0.80 Each 150.00 120.00 (a+b) 1089.00 c. Add Contractor's Profit & Overhead charges 15% 1089.00 163.35 Total (a+b+c) 1252.35 Rate per each joint is 1,252.35 ÷ 10 = 125.24 say 125.20 [ ii ] a.

b.

c.

90mm diameter Data for 10 joints Materials to be used Rubber insertion 3mm thick x 10 nos(0.04sqm each) 10 Each 16mmx60mm long nut and bolt @0.2874kg per each=40nos(11.50kg) 11.50 Kg Labour for jointing Plumber Fitter(S) 0.15 Each Helper to plumber or fitter 0.15 Each Male worker(unskilled) 0.80 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 1,252.35 ÷ 10 =

11.00

110.00

70.00

805.00

190.00 170.00 150.00

28.50 25.50 120.00 1089.00 163.35 1252.35 125.24 125.20

1089.00

say [ iii ] 110 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.05 sqm per each 10 Each 14.00 Nuts & bolts 16mm x60 mm long @ 0.2874 kg per each 80nos 22.99 kg 22.99 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.25 Each 190.00 Helper to plumber or fitter 0.25 Each 170.00 Male worker 1.00 Each 150.00 (a+b) 46

140.00 1609.30 47.50 42.50 150.00 1989.30


Quantity 3 15%

Unit 4


[ iv ] 125 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.06 sqm per each 10 Each 15.00 Nuts & bolts 16mm x60 mm long @ 0.2953 kg per each 80nos 23.62 kg 23.62 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.25 Each 190.00 Helper to plumber or fitter 0.25 Each 170.00 Male worker 1.00 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 2043.40 Total (a+b+c) Rate per each joint is 2,349.91 ÷ 10 = say [v] a.

b.

c.

140 mm diameter Data for 10 joints Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.06 sqm per each 10 Each 15.00 Nuts & bolts 16mm x60 mm long @ 0.2953 kg per each 80nos 23.62 kg 23.62 Kg 70.00 Labour for jointing Plumber Fitter(S) 0.25 Each 190.00 Helper to plumber or fitter 0.25 Each 170.00 Male worker 1.00 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% 2043.40 Total (a+b+c) Rate per each joint is 2,349.91 ÷ 10 = say

[ vi ] 160 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.08 sqm per each 10 Each 17.00 Nuts & bolts 20mm x x65 mm long @ 0.4643 kg per each 80nos 37.14 kg 37.14 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.30 Each 190.00 Helper to plumber or fitter 0.30 Each 170.00 Male worker 1.10 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 3042.80 Total (a+b+c) Rate per each joint is 3,499.22 ÷ 10 = say

47

150.00 1653.40 47.50 42.50 150.00 2043.40 306.51 2349.91 234.99 235.00

150.00 1653.40 47.50 42.50 150.00 2043.40 306.51 2349.91 234.99 235.00

170.00 2599.80 57.00 51.00 165.00 3042.80 456.42 3499.22 349.92 349.90

Description Sl No Quantity Unit Rate (Rs) Am Amount (Rs) 2 1 3 4 5 6 [ vii ] 180 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.08 sqm per each 10 Each 17.00 170.00 Nuts & bolts 20mm x x65 mm long @ 0.4643 kg per each 80nos 37.14 kg 37.14 Kg 70.00 2599.80 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 c. Add Contractor's Profit & Overhead charges 15% 3042.80 456.42 Total (a+b+c) 3499.22 Rate per each joint is 3,499.22 ÷ 10 = 349.92 say 349.90 [ viii ] 200 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.116 sqm per each 10 Each 22.00 Nuts & bolts 20mm x x70 mm long @ 0.4750 kg per each 80nos 38.00 kg 38.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.30 Each 190.00 Helper to plumber or fitter 0.30 Each 170.00 Male worker 1.10 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 3153.00 Total (a+b+c) Rate per each joint is 3,625.95 ÷ 10 = say [ ix ] 225 mm diameter Data for 10 joints a. Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.116 sqm per each 10 Each 22.00 Nuts & bolts 20mm x x70 mm long @ 0.4750 kg per each 80nos 38.00 kg 38.00 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.30 Each 190.00 Helper to plumber or fitter 0.30 Each 170.00 Male worker 1.10 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 3153.00 Total (a+b+c) Rate per each joint is 3,625.95 ÷ 10 = say [x] a.

250 mm diameter Data for 10 joints Materials to be used Rubber insertion 3 mm thick (IS:638-1979) 10 nos 0.156 sqm per each 10 Each 32.00 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 58.70 kg 58.70 Kg 70.00 48

220.00 2660.00 57.00 51.00 165.00 3153.00 472.95 3625.95 362.60 362.60

220.00 2660.00 57.00 51.00 165.00 3153.00 472.95 3625.95 362.60 362.60

320.00 4109.00


Quantity 3

Unit 4

0.40 0.40 1.30

Each Each Each

Rate (Rs) Am Amount (Rs) 5 6

15%

[ xi ] 280 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 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 58.70 kg 58.70 Kg b. Labour for jointing Plumber Fitter(S) 0.40 Each Helper to plumber or fitter 0.40 Each Male worker 1.30 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 5,483.20 ÷ 10 =

190.00 170.00 150.00

say

76.00 68.00 195.00 4768.00 715.20 5483.20 548.32 548.30

32.00

320.00

70.00

4109.00

190.00 170.00 150.00

76.00 68.00 195.00 4768.00 715.20 5483.20 548.32 548.30

4768.00

4768.00

say [ xii ] 315 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 10 Each 40.00 Nuts & bolts 20mm x75 mm long @ 0.4892 kg per each 120nos 58.70 kg 58.70 Kg 70.00 b. Labour for jointing Plumber Fitter(S) 0.40 Each 190.00 Helper to plumber or fitter 0.40 Each 170.00 Male worker 1.30 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 4848.00 Total (a+b+c) Rate per each joint is 5,575.20 ÷ 10 = say

49

400.00 4109.00 76.00 68.00 195.00 4848.00 727.20 5575.20 557.52 557.50

Sl No 1

Description 2

Quantity 3

Unit 4


2.4 POLYET POLYETHY HYLEN LENE E (PE) (PE) PIPES PIPES AND AND SPEC SPECIAL IALS S 2.4.1 Laying in trenches High Density Polyethylene Pipes conforming to IS 4984 - 1995 and Specials of foll follow owin ing g outs outsid ide e diam diamet eter er and and Clas Classs-1 1 to Clas Classs-3 3 and and join jointi ting ng by Fusi Fusion on weld weldin ing g me meth thod od incl includ udin ing g testing as per specification complete. (Earth work in trenches to be measured and paid for separately) [ i ] 75mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 75mm dia High Density Polyethylene Pipes PN 6.0 10.00 Mt r 126.97 1269.70 b. Labour for laying Plumber Fitter(S) 0.12 Each 190.00 22.80 Male worker (unskilled) 0.24 Each 150.00 36.00 Labour for jointing and testing Plumber Fitter(S) 0.33 Each 190.00 62.70 Helper to plumber or fitter 1.25 Each 170.00 212.50 Male worker (unskilled) 0.18 Each 150.00 27.00 Total 1630.70 c. Add Contractor's Profit & Overhead charges 15% 1630.70 244.61 Total (a+b+c) 1875.31 Rate per metre is 1,875.31 ÷ 10 = 187.53 say 187.50 [ ii ] a.

b.

c.

90mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes Materials 90mm dia High Density Polyethylene Pipes PN 6.0 10.00 Labour for laying Plumber Fitter(S) 0.14 Male worker (unskilled) 0.28 Labour for jointing and testing Plumber Fitter(S) 0.44 Helper to plumber or fitter 1.5 Male worker (unskilled) 0.21 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 2,594.52 ÷ 10 =

[ iii ] 110mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 110mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.18 Male worker (unskilled) 0.35 Labour for jointing and testing Plumber Fitter(S) 0.47 Helper to plumber or fitter 2.00 Male worker (unskilled) 0.27 (a+b) 50

Mt r

181.74

1817.40

Each Each

190.00 150.00

26.60 42.00

Each Each Each

190.00 170.00 150.00

say

83.60 255.00 31.50 2256.10 338.42 2594.52 259.45 259.50

Mt r

270.08

2700.80

Each Each

190.00 150.00

34.20 52.50

Each Each Each

190.00 170.00 150.00

89.30 340.00 40.50 3257.30

2256.10

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 3,745.90 ÷ 10 =

Quantity 3 15%

[ iv ] 125mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 125mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.20 Male worker (unskilled) 0.40 Labour for jointing and testing Plumber Fitter(S) 0.53 Helper to plumber or fitter 2.25 Male worker (unskilled) 0.30 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 4,713.05 ÷ 10 =

[v] a.

b.

c.

140mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes Materials 140mm dia High Density Polyethylene Pipes PN 6.0 10.00 Labour for laying Plumber Fitter(S) 0.22 Male worker (unskilled) 0.44 Labour for jointing and testing Plumber Fitter(S) 0.66 Helper to plumber or fitter 2.40 Male worker (unskilled) 0.33 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 5,804.63 ÷ 10 =

[ vi ] 160mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 160mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.25 Male worker (unskilled) 0.50 Labour for jointing and testing Plumber Fitter(S) 0.69 Helper to plumber or fitter 2.88 Male worker (unskilled) 0.38 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 7,444.76 ÷ 10 =

Unit 4

Rate (Rs) Am Amount (Rs) 5 6 3257.30 488.60 3745.90 374.59 say 374.60

Mt r

347.21

3472.10

Each Each

190.00 150.00

38.00 60.00

Each Each Each

190.00 170.00 150.00

say

100.70 382.50 45.00 4098.30 614.75 4713.05 471.31 471.30

Mt r

435.68

4356.80

Each Each

190.00 150.00

41.80 66.00

Each Each Each

190.00 170.00 150.00

say

125.40 408.00 49.50 5047.50 757.13 5804.63 580.46 580.50

Mt r

567.35

5673.50

Each Each

190.00 150.00

47.50 75.00

Each Each Each

190.00 170.00 150.00

131.10 489.60 57.00 6473.70 971.06 7444.76 744.48 744.50

4098.30

5047.50

6473.70

say 51

Sl No 1

Description 2

Quantity 3

[ vii ] 200mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 200mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.32 Male worker (unskilled) 0.64 Labour for jointing and testing Plumber Fitter(S) 1.11 Helper to plumber or fitter 3.87 Male worker (unskilled) 0.48 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 11,450.67 ÷ 10 =

[ viii ] 225mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 225mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.36 Male worker (unskilled) 0.72 Labour for jointing and testing Plumber Fitter(S) 1.14 Helper to plumber or fitter 4.38 Male worker (unskilled) 0.54 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 14,246.55 ÷ 10 =

[ ix ] 250mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 250mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.40 Male worker (unskilled) 0.80 Labour for jointing and testing Plumber Fitter(S) 1.68 Helper to plumber or fitter 4.88 Male worker (unskilled) 0.60 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 17,494.38 ÷ 10 =

Unit 4


Mt r

885.95

8859.50

Each Each

190.00 150.00

60.80 96.00

Each Each Each

190.00 170.00 150.00

say

210.90 657.90 72.00 9957.10 1493.57 11450.67 1145.07 1145.10

Mt r

1116.97

11169.70

Each Each

190.00 150.00

68.40 108.00

Each Each Each

190.00 170.00 150.00

say

216.60 744.60 81.00 12388.30 1858.25 14246.55 1424.66 1424.70

Mt r

1377.77

13777.70

Each Each

190.00 150.00

76.00 120.00

Each Each Each

190.00 170.00 150.00

319.20 829.60 90.00 15212.50 2281.88 17494.38 1749.44 1749.40

9957.10

12388.30

15212.50

say

52

Description Sl No Quantity 2 1 3 [ x ] 280mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 280mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.45 Male worker (unskilled) 0.90 Labour for jointing and testing Plumber Fitter(S) 1.88 Helper to plumber or fitter 5.37 Male worker (unskilled) 0.72 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 21,730.06 ÷ 10 =

[ xi ] 315mm dia High Density Polyethylene Pipes PN 6.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 315mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.50 Male worker (unskilled) 1.00 Labour for jointing and testing Plumber Fitter(S) 1.88 Helper to plumber or fitter 6.00 Male worker (unskilled) 0.75 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 27,401.74 ÷ 10 =

[ xii ] 355mm dia Data for 10 metres of High Density Polyethylene pipes a. Materials 355mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.563 Male worker (unskilled) 1.127 Labour for jointing and testing Plumber Fitter(S) 2.212 Helper to plumber or fitter 6.00 Male worker (unskilled) 0.845 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 35,509.99 ÷ 10 =

Unit 4


Mtr

1729.71

17297.10

Each Each

190.00 150.00

85.50 135.00

Each Each Each

190.00 170.00 150.00

say

357.20 912.90 108.00 18895.70 2834.36 21730.06 2173.01 2173.00

Mtr

2209.29

22092.90

Each Each

190.00 150.00

95.00 150.00

Each Each Each

190.00 170.00 150.00

say

357.20 1020.00 112.50 23827.60 3574.14 27401.74 2740.17 2740.20

Mtr

2903.52

29035.20

Each Each

190.00 150.00

106.97 169.05

Each Each Each

190.00 170.00 150.00

420.28 1020.00 126.75 30878.25 4631.74 35509.99 3551.00 3551.00

18895.70

23827.60

30878.25

say

53

Description Sl No Quantity 2 1 3 [ xiii ] 400mm dia Data for 10 metres of High Density Polyethylene pipes a. Materials 400mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.635 Male worker (unskilled) 1.27 Labour for jointing and testing Plumber Fitter(S) 2.387 Helper to plumber or fitter 7.62 Male worker (unskilled) 0.952 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 45,942.48 ÷ 10 =

[ xiv ] 450 mm dia Data for 10 metres of High Density Polyethylene pipes a. Materials 450mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.714 Male worker (unskilled) 1.428 Labour for jointing and testing Plumber Fitter(S) 2.684 Helper to plumber or fitter 8.568 Male worker (unskilled) 1.071 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 57,671.50 ÷ 10 =

[ xv ] 500mm dia Data for 10 metres of High Density Polyethylene pipes a. Materials 500mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.793 Male worker (unskilled) 1.587 Labour for jointing and testing Plumber Fitter(S) 2.983 Helper to plumber or fitter 9.522 Male worker (unskilled) 1.19 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 70,836.58 ÷ 10 =

Unit 4


Mtr

3774.71

37747.10

Each Each

190.00 150.00

120.65 190.50

Each Each Each

190.00 170.00 150.00

say

453.53 1295.40 142.80 39949.98 5992.50 45942.48 4594.25 4594.30

Mtr

4767.21

47672.10

Each Each

190.00 150.00

135.66 214.20

Each Each Each

190.00 170.00 150.00

say

509.96 1456.56 160.65 50149.13 7522.37 57671.50 5767.15 5767.20

Mtr

5884.43

58844.30

Each Each

190.00 150.00

150.67 238.05

Each Each Each

190.00 170.00 150.00

566.77 1618.74 178.50 61597.03 9239.55 70836.58 7083.66 7083.70

39949.98

50149.13

61597.03

say

54

Description Sl No Quantity 2 1 3 [ xvi ] 560mm dia Data for 10 metres of High Density Polyethylene pipes a. Materials 560mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 0.883 Male worker (unskilled) 1.777 Labour for jointing and testing Plumber Fitter(S) 3.34 Helper to plumber or fitter 10.662 Male worker (unskilled) 1.332 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 89,088.15 ÷ 10 =

[ xvii ] 630mm dia Data for 10 metres of High Density Polyethylene pipes a. Materials 630mm dia High Density Polyethylene Pipes PN 6.0 10.00 b. Labour for laying Plumber Fitter(S) 1.00 Male worker (unskilled) 2.00 Labour for jointing and testing Plumber Fitter(S) 3.34 Helper to plumber or fitter 12.00 Male worker (unskilled) 1.50 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 111,350.71 ÷ 10 =

Unit 4


Mtr

7438.67

74386.70

Each Each

190.00 150.00

167.77 266.55

Each Each Each

190.00 170.00 150.00

say

634.60 1812.54 199.80 77467.96 11620.19 89088.15 8908.82 8908.80

Mtr

9343.71

93437.10

Each Each

190.00 150.00

190.00 300.00

Each Each Each

190.00 170.00 150.00

634.60 2040.00 225.00 96826.70 14524.01 111350.71 11135.07 11135.10

77467.96

96826.70

say

2.4.2 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 se aratel [ 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 8.0 10.00 Mtr 160.14 1601.40 b. Labour for laying Plumber Fitter(S) 0.30 Each 190.00 57.00 Male worker 0.60 Each 150.00 90.00 c. Labour for jointing and testing Plumber Fitter(S) 0.825 Each 190.00 156.75 Helper to plumber or fitter 3.125 Each 170.00 531.25 Male worker 0.45 Each 150.00 67.50 (a+b+c) 2503.90 d. Add Contractor's Profit & Overhead charges 15% 2503.90 375.59 Total (a+b+c+d) 2879.49 Rate per metre is 2,879.49 ÷ 10 = 287.95 say 288.00 55

Sl No 1 [ ii ] a.

b.

c.

d.

Description 2

Quantity 3

90mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes Materials 90mm dia High Density Polyethylene Pipes PN 8.0 10.00 Labour for laying Plumber Fitter(S) 0.35 Male worker 0.70 Labour for jointing and testing Plumber Fitter(S) 1.10 Helper to plumber or fitter 3.75 Male worker 0.525 (a+b+c) Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 3,906.95 ÷ 10 =

[ iii ] 110mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 110mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 0.45 Male worker 0.90 c. Labour for jointing and testing Plumber Fitter(S) 1.175 Helper to plumber or fitter 5.00 Male worker 0.675 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 5,577.73 ÷ 10 =

[ iv ] 125mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 125mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 0.50 Male worker 1.00 c. Labour for jointing and testing Plumber Fitter(S) 1.325 Helper to plumber or fitter 5.625 Male worker 0.75 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 6,921.51 ÷ 10 =

Unit 4


Mtr

230.06

2300.60

Each Each

190.00 150.00

66.50 105.00

Each Each Each

190.00 170.00 150.00

say

209.00 637.50 78.75 3397.35 509.60 3906.95 390.70 390.70

Mtr

345.52

3455.20

Each Each

190.00 150.00

85.50 135.00

Each Each Each

190.00 170.00 150.00

say

223.25 850.00 101.25 4850.20 727.53 5577.73 557.77 557.80

Mtr

445.32

4453.20

Each Each

190.00 150.00

95.00 150.00

Each Each Each

190.00 170.00 150.00

251.75 956.25 112.50 6018.70 902.81 6921.51 692.15 692.20

3397.35

4850.20

6018.70

say

56

Description Sl No Quantity 2 1 3 [ v ] 140mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 140mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 0.55 Male worker 1.10 c. Labour for jointing and testing Plumber Fitter(S) 1.65 Helper to plumber or fitter 6.00 Male worker 0.825 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 8,292.71 ÷ 10 =

[ vi ] 160mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 160mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 0.625 Male worker 1.25 c. Labour for jointing and testing Plumber Fitter(S) 1.725 Helper to plumber or fitter 7.20 Male worker 0.95 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 10,738.47 ÷ 10 =

[ 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 b. Labour for laying Plumber Fitter(S) 0.80 Male worker 1.60 c. Labour for jointing and testing Plumber Fitter(S) 2.775 Helper to plumber or fitter 9.675 Male worker 1.20 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 16,240.07 ÷ 10 =

Unit 4


Mtr

548.43

5484.30

Each Each

190.00 150.00

104.50 165.00

Each Each Each

190.00 170.00 150.00

say

313.50 1020.00 123.75 7211.05 1081.66 8292.71 829.27 829.30

Mtr

733.73

7337.30

Each Each

190.00 150.00

118.75 187.50

Each Each Each

190.00 170.00 150.00

say

327.75 1224.00 142.50 9337.80 1400.67 10738.47 1073.85 1073.90

Mtr

1137.78

11377.80

Each Each

190.00 150.00

152.00 240.00

Each Each Each

190.00 170.00 150.00

527.25 1644.75 180.00 14121.80 2118.27 16240.07 1624.01 1624.00

7211.05

9337.80

14121.80

say

57

Description Sl No Quantity 2 1 3 [ viii ] 225mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 225mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 0.90 Male worker 1.80 c. Labour for jointing and testing Plumber Fitter(S) 2.85 Helper to plumber or fitter 10.95 Male worker 1.35 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 19,174.99 ÷ 10 =

[ ix ] 250mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 250mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 1.00 Male worker 2.00 c. Labour for jointing and testing Plumber Fitter(S) 4.2 Helper to plumber or fitter 12.2 Male worker 1.50 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 24,913.83 ÷ 10 =

[x] a.

b.

c.

d.

280mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes Materials 280mm dia High Density Polyethylene Pipes PN 8.0 10.00 Labour for laying Plumber Fitter(S) 1.125 Male worker 2.25 Labour for jointing and testing Plumber Fitter(S) 4.7 Helper to plumber or fitter 13.43 Male worker 1.8 (a+b+c) Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 30,049.10 ÷ 10 =

Unit 4


Mtr

1362.74

13627.40

Each Each

190.00 150.00

171.00 270.00

Each Each Each

190.00 170.00 150.00

say

541.50 1861.50 202.50 16673.90 2501.09 19174.99 1917.50 1917.50

Mtr

1807.72

18077.20

Each Each

190.00 150.00

190.00 300.00

Each Each Each

190.00 170.00 150.00

say

798.00 2074.00 225.00 21664.20 3249.63 24913.83 2491.38 2491.40

Mtr

2213.23

22132.30

Each Each

190.00 150.00

213.75 337.50

Each Each Each

190.00 170.00 150.00

893.00 2283.10 270.00 26129.65 3919.45 30049.10 3004.91 3004.90

16673.90

21664.20

26129.65

say

58

Description Sl No Quantity 2 1 3 [ xi ] 315mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene Pipes a. Materials 315mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 1.25 Male worker 2.50 c. Labour for jointing and testing Plumber Fitter(S) 4.70 Helper to plumber or fitter 15.00 Male worker 1.875 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 37,207.62 ÷ 10 =

[ xii ] 355mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene pipes a. Materials 355mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 1.40 Male worker 2.81 c. Labour for jointing and testing Plumber Fitter(S) 5.53 Helper to plumber or fitter 15.00 Male worker 2.112 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 47,366.43 ÷ 10 =

[ xiii ] 400mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene pipes a. Materials 400mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 1.59 Male worker 3.175 c. Labour for jointing and testing Plumber Fitter(S) 5.97 Helper to plumber or fitter 19.05 Male worker 2.38 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 61,105.19 ÷ 10 =

Unit 4


Mtr

2801.77

28017.70

Each Each

190.00 150.00

237.50 375.00

Each Each Each

190.00 170.00 150.00

say

893.00 2550.00 281.25 32354.45 4853.17 37207.62 3720.76 3720.80

Mtr

3658.32

36583.20

Each Each

190.00 150.00

266.00 421.50

Each Each Each

190.00 170.00 150.00

say

1050.70 2550.00 316.80 41188.20 6178.23 47366.43 4736.64 4736.60

Mtr

4762.68

47626.80

Each Each

190.00 150.00

302.10 476.25

Each Each Each

190.00 170.00 150.00

1134.30 3238.50 357.00 53134.95 7970.24 61105.19 6110.52 6110.50

32354.45

41188.20

53134.95

say

59

Description Sl No Quantity 2 1 3 [ xiv ] 450 mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene pipes a. Materials 450mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 1.785 Male worker 3.57 c. Labour for jointing and testing Plumber Fitter(S) 6.71 Helper to plumber or fitter 21.42 Male worker 2.68 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 67,114.06 ÷ 10 =

[ xv ] 500mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene pipes a. Materials 500mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 1.98 Male worker 3.97 c. Labour for jointing and testing Plumber Fitter(S) 7.46 Helper to plumber or fitter 23.80 Male worker 2.97 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 91,749.30 ÷ 10 =

[ xvi ] 560mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene pipes a. Materials 560mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 2.20 Male worker 4.44 c. Labour for jointing and testing Plumber Fitter(S) 8.35 Helper to plumber or fitter 26.65 Male worker 3.33 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 116,428.99 ÷ 10 =

Unit 4


Mtr

6037.49

60374.90

Each Each

190.00 150.00

339.15 535.50

Each Each Each

190.00 170.00 150.00

say

1274.90 3641.40 402.00 66567.85 546.21 67114.06 6711.41 6711.40

Mtr

7290.14

72901.40

Each Each

190.00 150.00

376.20 595.50

Each Each Each

190.00 170.00 150.00

say

1417.40 4046.00 445.50 79782.00 11967.30 91749.30 9174.93 9174.90

Mtr

9354.21

93542.10

Each Each

190.00 150.00

418.00 666.00

Each Each Each

190.00 170.00 150.00

1586.50 4530.50 499.50 101242.60 15186.39 116428.99 11642.90 11642.90

3641.40

79782.00

101242.60

say

60

Description Sl No Quantity 2 1 3 [ xvii ] 630mm dia High Density Polyethylene Pipes PN 8.0 Data for 10 metres of High Density Polyethylene pipes a. Materials 630mm dia High Density Polyethylene Pipes PN 8.0 10.00 b. Labour for laying Plumber Fitter(S) 2.50 Male worker 5.00 c. Labour for jointing and testing Plumber Fitter(S) 8.35 Helper to plumber or fitter 30.80 Male worker 3.75 (a+b+c) d. Add Contractor's Profit & Overhead charges 15% Total (a+b+c+d) Rate per metre is 145,485.70 ÷ 10 =

Unit 4


Mtr

11789.93

117899.30

Each Each

190.00 150.00

475.00 750.00

Each Each Each

190.00 170.00 150.00

1586.50 5236.00 562.50 126509.30 18976.40 145485.70 14548.57 14548.60

126509.30

say

61

Description 2

Sl No 1

Quantity 3

Unit 4


2.5 ASBESTOS CEMENT PRESSURE PIPES AND SPECIALS 2.5.1 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 ointin of i es s ecials and fittin s to be measured and aid for se aratel 80mm dia Details for 10.00 metre a. Materials 80mm dia A.C pressure pipes, Class-5 10.00 Mtr 252.00 2520.00 b. Labour required for laying 514 Kg = 5.14 Qtl Plumber (Fitter) 2nd class 0.17 Each 190.00 32.30 Helper to plumber or fitter (unskilled) 0.17 Each 150.00 25.50 Male worker 1.33 Each 150.00 199.50 257.30 For 100 Kgs = 257.30 ÷ 5.14 = 50.06 Weight of 80mm AC pipe @ 6.225 kg per mtr For 10 mtrs weight = 62.25 kg Labour for 10 mtrs @ 50.06 per Qntl 31.16 (a + b) 2551.16 c. Add Contractor's Profit & Overhead charges 15% 2551.16 382.67 Total (a+b+c) 2933.83 Labour per metre is 2,933.83 ÷ 10 = 293.38 say 293.40 Asbestos cement pressure pipes per 1.00 m Class-5 Dia in Sl No. Weight in Rate per Amount mm K Mtr 1 80 6.225 252.00 293.40 2 100 7.800 316.00 367.90 3 125 9.800 397.00 462.20 4 150 12.500 507.00 590.20 5 200 16.975 691.00 804.40 6 250 20.975 863.00 1004.50 7 300 27.025 1095.00 1274.80

Sl No.

Dia in mm

1 2 3 4 5 6 7

80 100 125 150 200 250 300

Class-10 Weight in Rate per Amount ntl. Mtr 6.225 252.00 293.40 7.800 316.00 367.90 9.800 397.00 462.20 12.500 507.00 590.20 19.100 778.00 905.70 24.400 1004.00 1168.60 32.200 1305.00 1519.30

62

Description 2

Sl No 1 Sl No.

Dia in mm

1 2 3 4 5 6 7

80 100 125 150 200 250 300

Quantity 3

Unit 4


Class-15 Weight in Rate per Amount ntl. Mtr 6.225 252.00 293.40 8.175 331.00 385.40 10.725 434.00 505.30 15.175 615.00 716.00 25.300 1030.00 1199.10 32.000 1317.00 1533.00 44.925 1821.00 2120.00

2.5.2 Laying in trenches plain ended Cast Iron bends for Asbestos Cement Pressure pipes, of the following classess and nominal diameter as per specification complete. I. Class - 5 80mm nominal diameter i. Laying of 90° bend a. Materials 80mm dia Cast Iron specials such as Bends, Tees etc 1.00 Qntl 4127.24 4127.24 b. Labour for laying Tees 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 Plumber (Fitter) 2nd class 0.93 Each 190.00 176.70 Helper to plumber or fitter 0.62 Each 170.00 105.40 Male worker (unskilled) 2.48 Each 150.00 372.00 654.10 Rate per each quintal is 654.10 ÷ 7.40 = 88.39 (a + b) 4215.63 c. Add Contractor's Profit & Overhead charges 15.00% 4215.63 632.34 Total (a+b+c) 4847.97 say 4848.00 Weight of 90° bend = 7.20 kg 7.20 100 kg 4848.00 349.06 Rate per each 349.10 Plain ended Cast Iron bends for Asbestos Cement Pressure pipes Class-5 (90° bend) Dia in Sl No. Weight in Rate per Amount mm uintal Each 1 80 0.072 297.16 349.10 2 100 0.100 406.09 477.20 3 125 0.140 553.14 650.30 4 150 0.190 731.38 860.40 5 200 0.305 1172.21 1379.00

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Class-5 (45° bend) Weight in Rate per Amount uintal Each 0.073 301.29 353.90 0.098 397.97 467.60 0.134 529.43 622.50 0.175 673.64 792.50 0.266 1022.32 1202.70

63

Sl No 1 Sl No. 1 2 3 4 5

Description Quantity 2 3 Class-5 (22.50° bend) Dia in Weight in Rate per Amount mm uintal Each 80 0.053 218.74 251.60 100 0.070 284.26 326.90 125 0.096 379.29 436.20 150 0.123 473.47 544.50 200 0.180 691.80 795.60

Unit 4


Plain ended Cast Iron bends for Asbestos Cement Pressure pipes Class-10 (90° bend) Dia in Sl No. Weight in Rate per Amount mm uintal Each 1 80 0.072 297.16 349.10 2 100 0.100 406.09 477.20 3 125 0.140 553.14 650.30 4 150 0.190 731.38 860.40 5 200 0.324 1245.23 1464.90

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Class-10 (45° bend) Weight in Rate per Amount uintal Each 0.073 301.29 346.50 0.098 397.97 457.70 0.134 529.43 608.80 0.175 673.64 774.70 0.285 1095.34 1259.60 Class-10 (22.50° bend) Weight in Rate per Amount uintal Each 0.053 218.74 251.60 0.070 284.26 326.90 0.096 379.29 436.20 0.123 473.47 544.50 0.200 768.66 884.00

Plain ended Cast Iron bends for Asbestos Cement Pressure pipes Class-15 (90° bend) Dia in Sl No. Weight in Rate per Amount mm uintal Each 1 80 0.072 297.16 349.10 2 100 0.102 414.21 486.70 3 125 0.148 584.74 687.50 4 150 0.200 769.88 905.70 5 200 0.353 1356.69 1596.10

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Class-15 (45° bend) Weight in Rate per Amount uintal Each 0.073 301.29 346.50 0.098 397.97 457.70 0.140 553.14 636.10 0.186 715.98 823.40 0.314 1206.80 1387.80

64

Sl No 1 Sl No. 1 2 3 4 5

Description Quantity 2 3 Class-15 (22.50° bend) Dia in Weight in Rate per Amount mm uintal Each 80 0.053 218.74 251.60 100 0.070 284.26 326.90 125 0.102 403.00 463.50 150 0.135 519.67 597.60 200 0.228 876.27 1007.70

Unit 4


2.5.3 Laying plain end Cast Iron plug for Asbestos Cement Pressure pipes, of the following classes and nominal diameter as per specification complete. Plain ended Cast Iron plug for Asbestos Cement Pressure pipes Class-5 Dia in Sl No. Weight in Rate per Amount mm uintal Each 1 80 0.035 144.45 169.70 2 100 0.048 194.92 229.00 3 125 0.066 260.76 306.60 4 150 0.090 346.44 407.60 5 200 0.140 538.06 633.00

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Class-10 Weight in Rate per Amount uintal Each 0.035 144.45 166.10 0.048 194.92 224.20 0.066 260.76 299.90 0.090 346.44 398.40 0.154 591.87 680.70 Class-15 Weight in Rate per Amount uintal Each 0.035 144.45 166.10 0.048 194.92 224.20 0.070 276.57 318.10 0.096 369.54 425.00 0.174 668.74 769.10

2.5.4 Laying in trenches plain ended Cast Iron reducer for Asbestos cement pressure pipes, of the following classes and nominal diameter as per specification complete. Plain ended Cast Iron Reducer for Asbestos Cement Pressure pipes Class-5 Size in Sl No. Weight in Rate per Amount mm uintal Each 1 100x80 0.083 337.05 396.00 2 125x80 0.096 379.29 445.90 3 125x100 0.103 406.95 478.50 4 150x80 0.110 423.43 498.10 5 150x100 0.126 485.02 570.60 6 150x125 0.134 515.82 606.80 7 200x100 0.150 576.50 678.20 8 200x125 0.160 614.93 723.40 9 200x150 0.180 691.80 813.90

65

Description 2

Sl No 1 Sl No.

Size in mm

1 2 3 4 5 6 7 8 9

100x80 125x80 125x100 150x80 150x100 150x125 200x100 200x125 200x150

Sl No.

Size in mm

1 2 3 4 5 6 7 8 9

100x80 125x80 125x100 150x80 150x100 150x125 200x100 200x125 200x150

Quantity 3

Unit 4


Class-10 Weight in Rate per Amount uintal Each 0.083 337.05 387.60 0.096 379.29 436.20 0.103 406.95 468.00 0.110 423.43 486.90 0.126 485.02 557.80 0.134 515.82 593.20 0.160 614.93 707.20 0.173 664.89 764.60 0.188 722.54 830.90 Class-15 Weight in Rate per Amount uintal Each 0.083 337.05 387.60 0.100 395.10 454.40 0.106 418.80 481.60 0.116 446.53 513.50 0.127 488.87 562.20 0.143 550.46 633.00 0.174 668.74 769.10 0.190 730.23 839.80 0.208 799.41 919.30

2.5.5 Laying in trenches Cast Iron plain end crosses for Asbestos cement pressure pipes of the following classes and nominal diameter as per specification complete. Plain ended Cast Iron Crosses for Asbestos Cement Pressure pipes Class-5 Size in Sl No. Weight in Rate per Amount mm uintal Each 1 80x80x 0.126 520.03 610.80 80x80 2 100x100 0.173 702.53 825.50 x100x100 2 125x125 0.234 924.53 1087.00 x125x125 3 150x150 0.320 1231.80 1449.10 x150x150 4 200x200 0.526 2021.58 2378.30 x200x200 Sl No. 1 2 2 3 4

Size in mm 80x80x 80x80 100x100 x100x100 125x125 x125x125 150x150 x150x150 200x200 x200x200

Class-10 Weight in Rate per Amount uintal Each 0.126 520.03 598.00 0.173

702.53

807.90

0.234

924.53

1063.20

0.320

1231.80

1416.60

0.564

2167.63

2492.80

66

Description 2

Sl No 1

Sl No. 1 2 2 3 4

Size in mm 80x80x 80x80 100x100 x100x100 125x125 x125x125 150x150 x150x150 200x200 x200x200

Quantity 3

Unit 4


Class-15 Weight in Rate per Amount uintal Each 0.126 520.03 598.00 0.173

702.53

807.90

0.246

971.94

1117.70

0.343

1320.34

1518.40

0.622

2390.54

2749.10

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

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Sl No.

Dia in mm

1 2 3 4 5

80 100 125 150 200

Weight in uintal 0.074 0.090 0.113 0.143 0.197

Class-5 Rate per Amount Each 305.42 358.80 365.48 429.50 446.46 524.90 550.46 647.60 757.13 890.70

Class-10 Weight in Rate per Amount uintal Each 0.074 305.42 351.20 0.090 365.48 420.30 0.113 446.46 513.40 0.143 550.46 633.00 0.206 791.72 910.50 Class-15 Weight in Rate per Amount uintal Each 0.074 305.42 351.20 0.090 365.48 420.30 0.117 462.26 531.60 0.148 569.71 655.20 0.221 849.37 976.80

67

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 2.5.7 Laying in trenches Cast Iron plain end Tees for Asbestos Cement pressure pipes of the following classes and nominal diameter as per specification complete. Plain ended Cast Iron plain end Tee for Asbestos Cement Pressure pipes Class-5 Size in Sl No. Weight in Rate per Amount mm Quintal Each 1 80x80 0.092 379.71 446.00 2 100x80 0.120 487.30 572.60 3 100x100 0.130 527.91 620.30 4 125x80 0.167 659.81 775.80 5 125x100 0.177 699.32 822.20 6 125x125 0.190 750.68 882.60 7 150x80 0.202 777.57 914.70 8 150x100 0.230 885.36 1041.50 9 150x125 0.247 950.80 1118.50 10 150x150 0.260 1000.84 1177.40 11 200x80 0.354 1360.53 1600.60 12 200x100 0.362 1391.28 1636.80 13 200x125 0.378 1452.77 1709.10 14 200x150 0.394 1514.26 1781.40 15 200x200 0.430 1652.62 1944.20

Sl No.

Size in mm

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

80x80 100x80 100x100 125x80 125x100 125x125 150x80 150x100 150x125 150x150 200x80 200x100 200x125 200x150 200x200

Class-10 Weight in Rate per Amount uintal Each 0.092 379.71 436.70 0.120 487.30 560.40 0.130 527.91 607.10 0.167 659.81 758.80 0.177 699.32 804.20 0.190 750.68 863.30 0.202 777.57 894.20 0.230 885.36 1018.20 0.247 950.80 1093.40 0.260 1000.84 1151.00 0.360 1383.59 1591.10 0.380 1460.46 1679.50 0.397 1525.79 1754.70 0.413 1587.29 1825.40 0.460 1767.92 2033.10

68

Description 2

Sl No 1 Sl No.

Size in mm

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


Quantity 3

Unit 4


Class-15 Weight in Rate per Amount uintal Each 0.092 379.71 436.70 0.120 487.30 560.40 0.130 527.91 607.10 0.174 687.47 790.60 0.183 723.03 831.50 0.200 790.19 908.70 0.236 908.45 1044.70 0.242 931.55 1071.30 0.258 993.14 1142.10 0.277 1066.28 1226.20 0.402 1545.01 1776.80 0.410 1575.76 1812.10 0.428 1644.94 1891.70 0.448 1721.80 1980.10 0.503 1933.18 2223.20

2.5.8 Laying in trenches Cast Iron plain end 'Wye' for Asbestos Cement pressure pipes of the following classes and nominal diameter as per specification complete. Plain ended Cast Iron plain end Wye for Asbestos Cement Pressure pipes Class-5 Size in Sl No. Weight in Rate per Amount mm Quintal Each 1 80x80 0.147 606.70 712.60 2 100x80 0.190 771.56 906.60 3 100x100 0.207 840.60 987.70 4 125x80 0.240 948.23 1114.90 5 125x100 0.258 1019.35 1198.50 6 125x125 0.280 1106.27 1300.70 7 150x80 0.310 1193.31 1403.80 8 150x100 0.326 1254.90 1476.30 9 150x125 0.350 1347.28 1584.90 10 150x150 0.375 1443.52 1698.20 11 200x80 0.470 1806.36 2125.10 12 200x100 0.490 1883.22 2215.50 13 200x125 0.516 1983.15 2333.10 14 200x150 0.545 2094.60 2464.20 15 200x200 0.606 2329.05 2740.00

69

Description 2

Sl No 1 Sl No.

Size in mm

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


Sl No.

Size in mm

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


Quantity 3

Unit 4


Class-10 Weight in Rate per Amount uintal Each 0.147 606.70 697.70 0.190 771.56 887.30 0.207 840.60 966.70 0.240 948.23 1090.50 0.258 1019.35 1172.30 0.280 1106.27 1272.20 0.310 1193.31 1372.30 0.326 1254.90 1443.10 0.350 1347.28 1549.40 0.375 1443.52 1660.00 0.490 1883.22 2165.70 0.510 1960.09 2254.10 0.535 2056.17 2364.60 0.564 2167.63 2492.80 0.634 2436.66 2802.20 Class-15 Weight in Rate per Amount uintal Each 0.147 606.70 697.70 0.190 771.56 887.30 0.207 840.60 966.70 0.248 979.84 1126.80 0.264 1043.06 1199.50 0.290 1145.78 1317.60 0.320 1231.80 1416.60 0.337 1297.24 1491.80 0.363 1397.32 1606.90 0.392 1508.96 1735.30 0.520 1998.52 2298.30 0.540 2075.39 2386.70 0.567 2179.16 2506.00 0.600 2305.99 2651.90 0.678 2605.76 2996.60

2.5.9 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) [A] 80mm dia Details for 10 joints a. Materials Weight of 80mm dia detachable joints complete = 4.08 kg for 10 nos = 10 x 4.08 = 40.80 kg 0.408 Qntl 4127.24 1683.92 b. Labour for fitting Plumber (Fitter) 2nd class 0.30 Each 190.00 57.00 Helper to plumber or fitter 0.30 Each 170.00 51.00 Male worker (unskilled) 1.60 Each 150.00 240.00 (a + b) 2031.92 c. Add Contractor's Profit & Overhead charges 15% 2031.92 304.79 Total (a+b+c) 2336.71 Rate per each is Rs.2,336.71 ÷ 10 = 233.67 say 233.70 70

Description Sl No Quantity 2 1 3 [B] 100mm dia Details for 10 joints a. Materials Weight of 100mm dia detachable joints complete = 5.90 kg for 10 nos = 10 x 5.90 = 59.00 kg 0.590 b. Labour for fitting Plumber (Fitter) 2nd class 0.50 Helper to plumber or fitter 0.50 Male worker (unskilled) 2.00 (a + b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is Rs.3,307.30 ÷ 10 =

[C] a.

b.

c.

[D] a.

b.

c.

[E] a.

b.

125mm dia Details for 10 joints Materials Weight of 125mm dia detachable joints complete = 7.71 kg for 10 nos = 10 x 7.71 = 77.10 kg 0.771 Labour for fitting Plumber (Fitter) 2nd class 0.50 Helper to plumber or fitter 0.50 Male worker (unskilled) 2.00 (a + b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is Rs.4,055.13 ÷ 10 =

150mm dia Details for 10 joints Materials Weight of 150mm dia detachable joints complete = 9.30 kg for 10 nos = 10 x 9.30 = 93.00 kg 0.93 Labour for fitting Plumber (Fitter) 2nd class 0.60 Helper to plumber or fitter 0.60 Male worker (unskilled) 2.20 (a + b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is 4,744.81 ÷ 10 =

200mm dia Details for 10 joints Materials Weight of 200mm dia detachable joints complete = 14.97 kg for 10 nos = 10 x 14.97 = 149.70 kg 1.50 Labour for fitting Plumber (Fitter) 2nd class 0.60 Helper to plumber or fitter 0.60 Male worker (unskilled) 2.20 (a + b)

71

Unit 4


Qntl

4060.87

2395.91

Each Each Each

190.00 170.00 150.00

say

95.00 85.00 300.00 2875.91 431.39 3307.30 330.73 330.70

Qntl

3950.97

3046.20

Each Each Each

190.00 170.00 150.00

say

95.00 85.00 300.00 3526.20 528.93 4055.13 405.51 405.50

Qntl

3849.38

3579.92

Each Each Each

190.00 170.00 150.00

say

114.00 102.00 330.00 4125.92 618.89 4744.81 474.48 474.50

Qntl

3843.31

5753.44

Each Each Each

190.00 170.00 150.00

114.00 102.00 330.00 6299.44

2875.91

3526.20

4125.92

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 7,244.36 ÷ 10 =

[F] a.

b.

c.

[G] a.

b.

c.

Quantity 3 15%



Unit 4


Qntl

3843.31

8455.28

Each Each Each

190.00 170.00 150.00

say

152.00 136.00 390.00 9133.28 1369.99 10503.27 1050.33 1050.30

Qntl

3843.31

11145.60

Each Each Each

190.00 170.00 150.00

152.00 136.00 390.00 11823.60 1773.54 13597.14 1359.71 1359.70

9133.28

11823.60

say

2.5.10 Fixing Asbestos Fixing Asbestos Cement Coupling Joints comprising of collar, rubber rings to AC pres ressure ure pipe pipess of the the foll follow owin ing g nomi nomina nall diam diamet eter er incl includ udin ing g test testin ing g as per per spec specif ific icat atio ion n comp comple lete te (Exc (Exclu ludi ding ng cost of AC coupling and rubber rings) [A] [B] [C] [D] [E]

100mm 150mm 200mm 250mm 300mm

dia [Rate same dia [Rate same dia [Rate same dia [Rate same dia [Rate same

as Sl No 2.1.26 (i)] as Sl No 2.1.26 (ii)] as Sl No 2.1.26 (iii)] as Sl No 2.1.26 (iv)] as Sl No 2.1.26 (v)]

89.90 125.30 171.70 184.40 224.60

2.5.11 Fixing Cast ast Iron Sadd Saddle le Piec Piece e conf confor ormi ming ng to IS:1 IS:102 0299 99-1 -198 982 2 cons consis isti ting ng of stri strips ps suit suitab able le rubb rubber er packi acking ng to be used used betw betwe een stra straps ps and and pipes ipes,, bolt boltss and and nuts uts to Asbes sbesto toss Cem emen entt pre pressu ssure pip pipes of the following nominal diameter as per specification complete (excluding cost of CI saddle piece, suitable rubber packing, bolts and nuts) For 80mm to 300mm dia Details for one joint a. Labour for laying Plumber (Fitter) 2nd class 0.25 Each 190.00 47.50 Helper to plumber or fitter 0.50 Each 170.00 85.00 132.50 b. Add Contractor's Profit & Overhead charges 15.00% 132.50 19.88 Total (a+b) 152.38 say 152.40 72

Sl No 1

Description 2

Quantity 3

Unit 4


2.6 APPU APPUR RTENANC NANCE ES 2.6.1 Fixing Cast Cast Iron Iron Slui Sluice ce Valv Valve e with with doub double le flan flange ged d ends ends for for wate waterr work workss purp purpos oses es conf confor ormi ming ng to IS 14846 - 2000 for the following rating and nominal nominal diameters as per specification complete [A] RATING - PN (Nominal Pressure) - 1.0 (IS : 14846 - 2000) [i] a.

b.

c.

[ ii ] a.

b.

c.

80 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.04 sqm each) 20 Each Nuts & Bolts 16mm x 60mm long @ 0.2874 kg per each 80 nos = 23.00 kg 23.00 Kg Weight of 10 Sluice Valves = 10x31.3 kg=313 kg=3.13 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 3.13 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (i) 20 Each (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 26,972.86 ÷ 10 =

100 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick =20 nos (0.05 sqm each) 20 Each Nuts & Bolts 16mmx60mm long @ 0.2874 kg per each 160 nos 46.00 kg 46.00 Kg Weight of 10 Sluice Valves = 10x44.3 kg=443 kg=4.43 quintals Labour for jointing Rate Rate sam same e as as item item No 2.1.9 2.1.9 for laying laying Cast Cast iron iron bend bendss 4.43 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (ii) 20 Each (a (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 37,227.31 ÷ 10 =

[ iii ] 125 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.06 sqm each) 20 Each Nuts & Bolts 16mmx60mm long @ 0.2953 kg per each 160 nos =47.25 kg 47.25 Kg Weight of 10 Sluice Valves = 10x56.3 kg=563 kg=5.63 quintals 73

2100.00

21000.00

11.00

220.00

70.00

1610.00

88.39

276.66

17.40

say

348.00 23454.66 3518.20 26972.86 2697.29 2697.30

2800.00

28000.00

14.00

280.00

70.00

3220.00

88.39

391.57

24.00

say

480.00 32371.57 4855.74 37227.31 3722.73 3722.70

3500.00

35000.00

15.00

300.00

70.00

3307.50

23454.66

32371.57

Description Sl No Quantity 2 1 3 b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 5.63 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (iii) 20 (a (a + b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is 45,522.91 ÷ 10 =

Unit 4

Qntl

88.39

497.64

Each

24.00

of

39585.14

say

480.00 39585.14 5937.77 45522.91 4552.29 4552.30

4200.00

42000.00

17.00

340.00

70.00

5199.60

88.39

630.22

27.30

say

546.00 48715.82 7307.37 56023.19 5602.32 5602.30

7500.00

75000.00

22.00

440.00

70.00

5320.00

88.39

1073.94

27.30

say

546.00 82379.94 12356.99 94736.93 9473.69 9473.70

Each

11500.00

115000.00

Each

32.00

640.00

[ iv ] 150 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.08 sqm each) 20 Each Nuts & Bolts 20mmx65mm long =160 nos @ 0.4643 kg per each =74.28 kg 74.28 Kg Weight of 10 Sluice Valves = 10x71.3 kg=713 kg=7.13 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 7.13 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (iv) 20 Each (a (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 56,023.19 ÷ 10 =

[v] a.

b.

c.

200 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.116 sqm each) 20 Each Nuts & Bolts 20mmx70mm long =160 nos @ 0.4750 kg per each =76.00 kg 76.00 Kg Weight of 10 Sluice Valves = 10x121.5 kg=1215 kg=12.15 kg=12.15 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 12.15 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (v) 20 Each (a (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 94,736.93 ÷ 10 =

[ vi ] 250 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Rubber insertion 3mm thick= 20 nos (0.156 sqm each) 20 74


48715.82

82379.94

Sl No 1

b.

c.

Description Quantity Unit 2 3 4 Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kg per each =118.00 kg 118.00 Kg Weight of 10 Sluice Valves = 10x176.9 kg=1769 kg=17.69 kg=17.69 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 17.69 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (vi) 20 Each (a (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 145,062.86 ÷ 10 =

[ vii ] 300 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.20 sqm each) 20 Each Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kg per each =118.00 kg 118.00 Kg Weight of 10 Sluice Valves = 10x242.4 kg=2424 kg=24.24 kg=24.24 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 24.24 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (vii) 20 Each (a (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 179,262.66 ÷ 10 =

[ viii ] 350 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.26 sqm each) 20 Each Nuts & Bolts 20mmx80mm long =320 nos @ 0.4978 kg per each = 160.00 kg 160.00 Kg Weight of 10 Sluice Valves = 10x1.8x181 kg=3258 kg=32.58 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 32.58 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (viii) 20 Each (a (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 243,443.21 ÷ 10 =

Rate (Rs) Am Amount (Rs) 5 6 70.00

8260.00

88.39

1563.62

33.90

say

678.00 126141.62 18921.24 145062.86 14506.29 14506.30

14400.00

144000.00

40.00

800.00

70.00

8260.00

88.39

2142.57

33.90

say

678.00 155880.57 23382.09 179262.66 17926.27 17926.30

19600.00

196000.00

40.00

800.00

70.00

11200.00

88.39

2879.75

40.50

810.00 211689.75 31753.46 243443.21 24344.32 24344.30

126141.62

155880.57

211689.75

say

75

Description Sl No Quantity Unit 2 1 3 4 [ ii ] 400 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.32 sqm each) 20 Each Nuts & Bolts 24mmx85mm long =320 nos @ 0.7348 kg per each = 236.00 kg 236.00 Kg Weight of 10 Sluice Valves = 10x1.8x234 kg=4212 kg=42.12 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 42.12 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (ix) 20 Each (a (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 336,251.94 ÷ 10 =

[ iii ] 450 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.38 sqm each) 20 Each Nuts & Bolts 24mmx85mm long =400 nos @ 0.7348 kg per each = 294.00 kg 294.00 Kg Weight of 10 Sluice Valves = 10x1.8x290 kg=5220 kg=52.20 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 52.20 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (x) 20 Each (a (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 427,588.35 ÷ 10 =

[v] a.

b.

500 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.45 sqm each) 20 Each Nuts & Bolts 24mmx90mm long =400 nos @ 0.7502 kg per each = 300.00 kg 300.00 Kg Weight of 10 Sluice Valves = 10x1.8x370 kg=6660 kg=66.60 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 66.60 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (xi) 20 Each (a (a + b) 76


27000.00

270000.00

67.00

1340.00

70.00

16520.00

88.39

3722.99

40.50

say

810.00 292392.99 43858.95 336251.94 33625.19 33625.20

34400.00

344000.00

84.00

1680.00

70.00

20580.00

88.39

4613.96

47.10

say

942.00 371815.96 55772.39 427588.35 42758.84 42758.80

43800.00

438000.00

106.00

2120.00

70.00

21000.00

88.39

5886.77

50.40

1008.00 468014.77

292392.99

371815.96

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 538,216.99 ÷ 10 =

[v] a.

b.

c.

Quantity 3 15%

Unit 4 of

600 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.61 sqm each) 20 Each Nuts & Bolts 27mmx100mm long =400 nos @ 1.37 kg per each = 548.00 kg 548.00 Kg Weight of 10 Sluice Valves = 10x1.8x546 kg=9828 kg=98.28 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 98.28 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (xii) 20 Each (a (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 802,179.02 ÷ 10 =

[B]

RATING - PN - 1.6 (IS : 14846 - 2000)

[i]

80 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.04 sqm each) 20 Each Nuts & Bolts 16mmx60mm long @ 0.2874 kg per each 80 nos 23.00 kg 23.00 Kg Weight of 10 Sluice Valves = 10x37.30 kg=373 kg=3.73 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 3.73 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (i) 20 Each (a (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 27,608.84 ÷ 10 =

a.

b.

c.

[ ii ] a.

100 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick =20 nos (0.05 sqm each) 20 Each Nuts & Bolts 16mmx60mm long @ 0.2874 kg per each 160 nos 46.00 kg 46.00 Kg Weight of 10 Sluice Valves = 10x56.3 kg=563 kg=5.63 quintals 77


64700.00

647000.00

118.00

2360.00

70.00

38360.00

88.39

8686.97

57.00

say

1140.00 697546.97 104632.05 802179.02 80217.90 80217.90

2150.00

21500.00

11.00

220.00

70.00

1610.00

88.39

329.69

17.40

say

348.00 24007.69 3601.15 27608.84 2760.88 2760.90

2880.00

28800.00

14.00

280.00

70.00

3220.00

697546.97

24007.69

Description Sl No Quantity 2 1 3 b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 5.63 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (ii) 20 (a + b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is 38,269.29 ÷ 10 =

Unit 4

Qntl

88.39

497.64

Each

24.00

of

33277.64

say

480.00 33277.64 4991.65 38269.29 3826.93 3826.90

3610.00

36100.00

15.00

300.00

70.00

3307.50

88.39

603.70

24.00

say

480.00 40791.20 6118.68 46909.88 4690.99 4691.00

4310.00

43100.00

17.00

340.00

70.00

5199.60

88.39

762.81

27.30

say

546.00 49948.41 7492.26 57440.67 5744.07 5744.10

Each

7800.00

78000.00

Each

22.00

440.00

[ iii ] 125 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.06 sqm each) 20 Each Nuts & Bolts 16mmx60mm long @ 0.2953 kg per each 160 nos =47.25 kg 47.25 Kg Weight of 10 Sluice Valves = 10x68.3 kg=683 kg=6.83 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 6.83 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (iii) 20 Each (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 46,909.88 ÷ 10 =

[ iv ] 150 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.08 sqm each) 20 Each Nuts & Bolts 20mmx65mm long =160 nos @ 0.4643 kg per each =74.28 kg 74.28 Kg Weight of 10 Sluice Valves = 10x86.3 kg=863 kg=8.63 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 8.63 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (iv) 20 Each (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 57,440.67 ÷ 10 =

[v] a.

200 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Rubber insertion 3mm thick= 20 nos (0.116 sqm each) 20 78


40791.20

49948.41

Sl No 1

b.

c.

Description Quantity Unit 2 3 4 Nuts & Bolts 20mmx70mm long =160 nos @ 0.4750 kg per each =76.00 kg 76.00 Kg Weight of 10 Sluice Valves = 10x151.5 kg=1515 kg=15.15 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 15.15 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (v) 20 Each (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 98,491.88 ÷ 10 =

[ vi ] 250 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.156 sqm each) 20 Each Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kg per each =118.00 kg 118.00 Kg Weight of 10 Sluice Valves = 10x226.9 kg=2269 kg=22.69 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 22.69 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (vi) 20 Each (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 151,206.11 ÷ 10 =

[ vii ] 300 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick= 20 nos (0.20 sqm each) 20 Each Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kg per each =118.00 kg 118.00 Kg Weight of 10 Sluice Valves = 10x302.4 kg=3024 kg=30.24 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 30.24 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (vii) 20 Each (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 184,472.55 ÷ 10 =


5320.00

88.39

1339.11

27.30

say

546.00 85645.11 12846.77 98491.88 9849.19 9849.20

11990.00

119900.00

32.00

640.00

70.00

8260.00

88.39

2005.57

33.90

say

678.00 131483.57 19722.54 151206.11 15120.61 15120.60

14800.00

148000.00

40.00

800.00

70.00

8260.00

88.39

2672.91

33.90

678.00 160410.91 24061.64 184472.55 18447.26 18447.30

85645.11

131483.57

160410.91

say

79

Description Sl No Quantity Unit 2 1 3 4 [ i ] 350 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.26 sqm each) 20 Each Nuts & Bolts 20mmx80mm long =320 nos @ 0.4978 kg per each = 160.00 kg 160.00 Kg Weight of 10 Sluice Valves = 10x2.2x181 kg=3982 kg=39.82 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 39.82 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (viii) 20 Each (a + b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 294,721.64 ÷ 10 =

[ ii ] a.

b.

c.

400 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.32 sqm each) 20 Each Nuts & Bolts 24mmx85mm long =320 nos @ 0.7348 kg per each = 236.00 kg 236.00 Kg Weight of 10 Sluice Valves = 10x2.2x234 kg=5148 kg=51.48 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 51.48 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (ix) 20 Each (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 406,088.37 ÷ 10 =

[ iii ] 450 mm diameter Data for 10 numbers of Cast Iron Sluice Valves a. Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.38 sqm each) 20 Each Nuts & Bolts 24mmx85mm long =400 nos @ 0.7348 kg per each = 294.00 kg 294.00 Kg Weight of 10 Sluice Valves = 10x2.2x290 kg=6380 kg=63.80 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 63.80 Qntl

80


23995.00

239950.00

40.00

800.00

70.00

11200.00

88.39

3519.69

40.50

say

810.00 256279.69 38441.95 294721.64 29472.16 29472.20

32990.00

329900.00

67.00

1340.00

70.00

16520.00

88.39

4550.32

40.50

say

810.00 353120.32 52968.05 406088.37 40608.84 40608.80

41995.00

419950.00

84.00

1680.00

70.00

20580.00

88.39

5639.28

256279.69

353120.32

Sl No 1

c.

[v] a.

b.

c.

Description 2 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (x) (a + b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 516,109.97 ÷ 10 =

Quantity 3

Unit 4

20

Each

47.10

15%

of

448791.28

500 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each Rubber insertion 3mm thick 20 nos (0.45 sqm each) 20 Each Nuts & Bolts 24mmx90mm long =400 nos @ 0.7502 kg per each = 300.00 kg 300.00 Kg Weight of 10 Sluice Valves = 10x2.2x370 kg=8140 kg=81.40 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 81.40 Qntl Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (xi) 20 Each (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 652,421.39 ÷ 10 =


say

942.00 448791.28 67318.69 516109.97 51611.00 51611.00

53600.00

536000.00

106.00

2120.00

70.00

21000.00

88.39

7194.95

50.40

1008.00 567322.95 85098.44 652421.39 65242.14 65242.10

567322.95

say [v] a.

b.

c.

600 mm diameter Data for 10 numbers of Cast Iron Sluice Valves Materials to be used Cast Iron Sluice Valve with cap 10 Each 79100.00 Rubber insertion 3mm thick 20 nos (0.61 sqm each) 20 Each 118.00 Nuts & Bolts 27mmx100mm long =400 nos @ 1.37 kg per each = 548.00 kg 548.00 Kg 70.00 Weight of 10 Sluice Valves = 10x2.2x546 kg=12012 kg=120.12 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 120.12 Qntl 88.39 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (xii) 20 Each 57.00 (a + b) Add Contractor's Profit & Overhead charges 15% of 843477.41 Total (a+b+c) Rate per each is 969,999.02 ÷ 10 = say

81

791000.00 2360.00 38360.00

10617.41 1140.00 843477.41 126521.61 969999.02 96999.90 96999.90

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 2.6.2 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 [A]

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

[i]

80 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 2030.00 Rubber insertion 3mm thick 20 nos (0.04 sqm each) 20 Each 11.00 Nuts & Bolts 16mmx60mm long @ 0.2874 kg per each 80 nos 23.00 kg 23.00 Kg 70.00 Weight of 10 Reflux Valves = 10x37.30 kg=373 kg=3.73 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 3.73 Qntl 88.39 Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (i) 20 Each 17.40 (a + b) Add Contractor's Profit & Overhead charges 15% of 22807.69 Total (a+b+c) Rate per each is 26,228.84 ÷ 10 = say

a.

b.

c.

[ ii ] a.

b.

c.

100 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 2900.00 Rubber insertion 3mm thick =20 nos (0.05 sqm each) 20 Each 14.00 Nuts & Bolts 16mmx60mm long @ 0.2874 kg per each 160 nos 46.00 kg 46.00 Kg 70.00 Weight of 10 Reflux Valves = 10x56.3 kg=563 kg=5.63 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 5.63 Qntl 88.39 Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (ii) 20 Each 24.00 (a + b) Add Contractor's Profit & Overhead charges 15% of 33477.64 Total (a+b+c) Rate per each is 38,499.29 ÷ 10 = say

[ iii ] 125 mm diameter Data for 10 numbers of Cast Iron Reflux Valves a. Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 5400.00 Rubber insertion 3mm thick= 20 nos (0.06 sqm each) 20 Each 15.00

82

20300.00 220.00 1610.00

329.69 348.00 22807.69 3421.15 26228.84 2622.88 2622.90

29000.00 280.00 3220.00

497.64 480.00 33477.64 5021.65 38499.29 3849.93 3849.90

54000.00 300.00

Sl No 1

b.

c.

Description Quantity Unit 2 3 4 Nuts & Bolts 16mmx60mm long @ 0.2953 kg per each 160 nos =47.25 kg 47.25 Kg Weight of 10 Reflux Valves = 10x68.3 kg=683 kg=6.83 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 6.83 Qntl Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (iii) 20 Each (a + b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each is 67,494.88 ÷ 10 =


3307.50

88.39

603.70

24.00

480.00 58691.20 8803.68 67494.88 6749.49 6749.50

58691.20

say [B]


[i]

150 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 6200.00 Rubber insertion 3mm thick= 20 nos (0.08 sqm each) 20 Each 17.00 Nuts & Bolts 20mmx65mm long =160 nos @ 0.4643 kg per each =74.28 kg 74.28 Kg 70.00 Weight of 10 Reflux Valves = 10x71.3 kg=713 kg=7.13 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 7.13 Qntl 88.39 Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (iv) 20 Each 27.30 (a + b) Add Contractor's Profit & Overhead charges 15% of 68715.82 Total (a+b+c) Rate per each is 79,023.19 ÷ 10 = say

a.

b.

c.

[ ii ] a.

b.

c.

200 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 10500.00 Rubber insertion 3mm thick= 20 nos (0.116 sqm each) 20 Each 22.00 Nuts & Bolts 20mmx70mm long =160 nos @ 0.4750 kg per each =76.00 kg 76.00 Kg 70.00 Weight of 10 Reflux Valves = 10x121.5 kg=1215 kg=12.15 quintals Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 12.15 Qntl 88.39 Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (v) 20 Each 27.30 (a + b) Add Contractor's Profit & Overhead charges 15% of 112379.94 Total (a+b+c) Rate per each is 129,236.93 ÷ 10 = say 83

62000.00 340.00 5199.60

630.22 546.00 68715.82 10307.37 79023.19 7902.32 7902.30

105000.00 440.00 5320.00

1073.94 546.00 112379.94 16856.99 129236.93 12923.69 12923.70

Sl No 1

Description 2

Quantity 3

Unit 4


[ iii ] 250 mm diameter Data for 10 numbers of Cast Iron Reflux Valves a. Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 15900.00 Rubber insertion 3mm thick= 20 nos (0.156 sqm each) 20 Each 32.00 Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kg per each =118.00 kg 118.00 Kg 70.00 Weight of 10 Reflux Valves = 10x176.9 kg=1769 kg=17.69 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 17.69 Qntl 88.39 Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (vi) 20 Each 33.90 (a + b) c. Add Contractor's Profit & Overhead charges 15% of 170141.62 Total (a+b+c) Rate per each is 195,662.86 ÷ 10 = say [ iv ] 300 mm diameter Data for 10 numbers of Cast Iron Reflux Valves a. Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 20800.00 Rubber insertion 3mm thick= 20 nos (0.20 sqm each) 20 Each 40.00 Nuts & Bolts 20mmx75mm long =240 nos @ 0.4892 kg per each =118.00 kg 118.00 Kg 70.00 Weight of 10 Reflux Valves = 10x242.4 kg=2424 kg=24.24 quintals b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 24.24 Qntl 88.39 Providing flanged joints to Reflux Valves Rate same as item No 2.1.25 (vii) 20 Each 33.90 (a + b) c. Add Contractor's Profit & Overhead charges 15% of 219880.57 Total (a+b+c) Rate per each is 252,862.66 ÷ 10 = say [C]


[i]

350 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 24900.00 Rubber insertion 3mm thick 20 nos (0.26 sqm each) 20 Each 40.00 Nuts & Bolts 20mm x 80mm long =320 nos @ 0.4978 kg per each = 160.00 kg 160.00 Kg 70.00 Weight of 10 Sluice Valves = 10x1.6x181 kg=2896 kg=28.96 quintals (Weight of one 90° bend)

a.

84

159000.00 640.00 8260.00

1563.62 678.00 170141.62 25521.24 195662.86 19566.29 19566.30

208000.00 800.00 8260.00

2142.57 678.00 219880.57 32982.09 252862.66 25286.27 25286.30

249000.00 800.00 11200.00

Description Sl No Quantity 2 1 3 b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 28.96 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (viii) 20 (a + b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is 304,025.24 ÷ 10 =

Unit 4


Qntl

88.39

2559.77

Each

40.50

of

264369.77

810.00 264369.77 39655.47 304025.24 30402.52 30402.50

say [ ii ] a.

b.

c.

400 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 32200.00 Rubber insertion 3mm thick 20 nos (0.32 sqm each) 20 Each 67.00 Nuts & Bolts 24mmx85mm long =320 nos @ 0.7348 kg per each = 236.00 kg 236.00 Kg 70.00 Weight of 10 Sluice Valves = 10x1.6x234 kg=3744 kg=37.44 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 37.44 Qntl 88.39 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (ix) 20 Each 40.50 (a + b) Add Contractor's Profit & Overhead charges 15% of 343979.32 Total (a+b+c) Rate per each is 395,576.22 ÷ 10 = say

[ iii ] 450 mm diameter Data for 10 numbers of Cast Iron Reflux Valves a. Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 39900.00 Rubber insertion 3mm thick 20 nos (0.38 sqm each) 20 Each 84.00 Nuts & Bolts 24mmx85mm long =400 nos @ 0.7348 kg per each = 236.00 kg 236.00 Kg 70.00 Weight of 10 Sluice Valves = 10x1.6x290 kg=4640 kg=46.40 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 46.40 Qntl 88.39 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (x) 20 Each 47.10 (a + b) c. Add Contractor's Profit & Overhead charges 15% of 422243.30 Total (a+b+c) Rate per each is 485,579.80 ÷ 10 = say

85

322000.00 1340.00 16520.00

3309.32 810.00 343979.32 51596.90 395576.22 39557.62 39557.60

399000.00 1680.00 16520.00

4101.30 942.00 422243.30 63336.50 485579.80 48557.98 48558.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ iv ] 500 mm diameter Data for 10 numbers of Cast Iron Reflux Valves a. Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 50900.00 509000.00 Rubber insertion 3mm thick 20 nos (0.45 sqm each) 20 Each 106.00 2120.00 Nuts & Bolts 24mmx90mm long =400 nos @ 0.7502 kg per each = 300.00 kg 300.00 Kg 70.00 21000.00 Weight of 10 Sluice Valves = 10x1.6x370 kg=5920 kg=59.20 quintals (Weight of one 90° bend) b. Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 59.20 Qntl 88.39 5232.69 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (xi) 20 Each 50.40 1008.00 (a + b) 538360.69 c. Add Contractor's Profit & Overhead charges 15% of 538360.69 80754.10 Total (a+b+c) 619114.79 Rate per each is 619,114.79 ÷ 10 = 61911.48 say 61911.50 [v] a.

b.

c.

600 mm diameter Data for 10 numbers of Cast Iron Reflux Valves Materials to be used Swing check type Reflux Valves (Non-return valves) with double flanged ends 10 Each 75100.00 Rubber insertion 3mm thick 20 nos (0.61 sqm each) 20 Each 118.00 Nuts & Bolts 27mmx100mm long =400 nos @ 1.37 kg per each = 548.00 kg 548.00 Kg 70.00 Weight of 10 Sluice Valves = 10x1.6x546 kg=8736 kg=87.36 quintals (Weight of one 90° bend) Labour for jointing Rate same as item No 2.1.9 for laying Cast iron bends 87.36 Qntl 88.39 Providing flanged joints to Sluice Valves Rate same as item No 2.1.25 (xii) 20 Each 57.00 (a + b) Add Contractor's Profit & Overhead charges 15% of 800581.75 Total (a+b+c) Rate per each is 920,669.01 ÷ 10 = say

751000.00 2360.00 38360.00

7721.75 1140.00 800581.75 120087.26 920669.01 92066.90 92066.90

2.6.3 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 specification complete [ A ] SINGLE AIR RELIEF VALVE [i] a.

15mm to 25mm diameter Data for one Air Valve Materials to be used 15mm dia Single Air Valve with metal strap for pipe 1

86

Each

1300.00

1300.00

Description Sl No Quantity 2 1 3 b. Labour for drilling and fixing the air valve Plumber Fitter(S) 0.25 Helper to plumber or fitter 0.50 Male worker (unskilled) 0.50 Add Jointing materials etc 17% (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

Unit 4


Each Each Each of

190.00 170.00 150.00 207.50

of

1542.78

say [ ii ] 20mm dia Single Air Valve with metal strap for pipe (Cost of material only) 1 Each 1600.00 [ iii ] 25mm dia Single Air Valve with metal strap for pipe (Cost of material only) 1 Each 1800.00

47.50 85.00 75.00 35.28 1542.78 231.42 1774.20 1774.20 1600.00 1800.00

2.6.4 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 specification complete [ A ] DOUBLE AIR VALVE [i] a.

b.

c.

40mm to 80mm diameter Materials to be used 80mm dia Double Air Valve with metal strap for 1 Rubber insertion 3 mm thick (IS:638-1979) = 0.04 sqm 1 Nuts and Bolts 16 mm x 60 mm long @ 0.2874 kg/each = 4 nos or 1.15 kg 1.15 Labour charges for fixing Rate same as in item No. 2.6.1 [ A ] (i) 0.313 Providing flanged joints to Air Valves Rate same as in item No. 2.1.25 (i) 1 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

Each

4930.00

4930.00

Each

11.00

11.00

Kg

70.00

80.50

Qntl

88.39

27.67

Each

51.00

of

5100.17 say

51.00 5100.17 765.03 5865.20 5865.20

2770.00

2770.00

3370.00

3370.00

9400.00 17.00

9400.00 17.00

70.00

259.70

88.39

63.02

51.00

say

51.00 9790.72 1468.61 11259.33 11259.30

6400.00

6400.00

a. 40mm dia Double Air Valve with metal strap for pipe 1 Each b. 50mm dia Double Air Valve with metal strap for pipe 1 Each [ ii ] Above 80mm & upto 150 mm a. Materials to be used 150mm dia Double Air Valve with metal strap for 1 Each Rubber insertion 3 mm thick (IS:638-1979) = 0. 1 Each Nuts and Bolts 20 mm x 65 mm long = 8 nos @ 0.4643 kg/each = 3.71 Kg b. Labour charges for fixing Rate same as in item No. 2.6.1 [ A ] (i) 0.713 Qntl Providing flanged joints to Double Air Valves Rate same as in item No. 2.1.25 (iv) 1 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each [ iii ] 100mm dia Double Air Valve with metal strap for pipe 1

87

Each

9790.72

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 2.6.5 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

DOMESTIC WATER METER (IS : 779 - 1994) [i] a.

b.

c.

[ ii ] a.

b.

c.

15 mm diameter Materials 15 mm diameter water meter 1 15 mm dia brass stop cock 1 15mm Jam nut 1 Labour charges Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.33 Add Jointing materials etc 2% (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

20 mm diameter Materials 20 mm diameter water meter 1 20 mm dia brass stop cock 1 20mm Jam nut 1 Labour charges Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.33 Add Jointing materials etc 2% (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

[ iii ] 25 mm diameter a. Materials 25 mm diameter water meter 1 25 mm dia brass stop cock 1 25mm Jam nut 1 b. Labour charges Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.33 Add Jointing materials etc 2% (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

[ iv ] 32 mm diameter a. Materials 32 mm diameter water meter 32 mm dia brass stop cock 32mm Jam nut

1 1 1

88

Each Each Each

655.00 165.00 6.00

655.00 165.00 6.00

Each Each of

190.00 170.00 118.80

of

947.18 say

62.70 56.10 2.38 947.18 142.08 1089.26 1089.30

Each Each Each

837.00 215.00 7.00

837.00 215.00 7.00

Each Each of

190.00 170.00 118.80

of

1180.18 say

62.70 56.10 2.38 1180.18 177.03 1357.21 1357.20

Each Each Each

1300.00 270.00 8.00

1300.00 270.00 8.00

Each Each of

190.00 170.00 118.80

of

1699.18 say

62.70 56.10 2.38 1699.18 254.88 1954.06 1954.10

1500.00 420.00 10.00

1500.00 420.00 10.00

Each Each Each

Description Sl No Quantity 2 1 3 b. Labour charges Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.33 Add Jointing materials etc 2% (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

[v] a.

b.

c.

40 mm diameter Materials 40 mm diameter water meter 1 40 mm dia brass stop cock 1 40mm Jam nut 1 Labour charges Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.33 Add Jointing materials etc 2% (a+b) Add Contractor's Profit & Overhead charges 15% Rate per each Total (a+b+c) Rate per each

[ vi ] 50 mm diameter a. Materials 50 mm diameter water meter 1 50 mm dia brass stop cock 1 50mm Jam nut 1 b. Labour charges Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.33 Add Jointing materials etc 2% (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each

Unit 4


Each Each of

190.00 170.00 118.80

say

62.70 56.10 2.38 2051.18 307.68 2358.86 2358.90

of

2051.18

Each Each Each

1700.00 570.00 12.00

1700.00 570.00 12.00

Each Each of

190.00 170.00 118.80

of

2403.18

62.70 56.10 2.38 2403.18 360.48 2763.66 2763.70

Each Each Each

1800.00 790.00 14.00

1800.00 790.00 14.00

Each Each of

190.00 170.00 118.80

of

2725.18

62.70 56.10 2.38 2725.18 408.78 3133.96 3134.00

say

2.6.6 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 WATER METER (BULK TYPE) [i] a.

50 mm diameter Data for 10 numbers of water meters (Bulk type) Materials 50 mm water meter (Bulk type) 10 Each 1800.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.027) sqm per each 20 Each 10.00 Nuts & Bolts 16 mm x 60 mm long = 80 nos @ 0.2874 per each = 23 kg 23.00 Kg 70.00 Weight 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)

89

18000.00 200.00 1610.00

Description Sl No Quantity 2 1 3 b. Labour for fixing Rate same as item No 2.1.9 for laying Cast iron bends 1.96 Providing flanged joints to Water meter Rate same as item No 2.1.25 (i) 20 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 23,380.93 ÷ 10 =

Unit 4


Qntl

88.39

173.24

Each

17.40

348.00 20331.24 3049.69 23380.93 2338.09 2338.10

20331.24

say [ ii ] a.

b.

c.

80 mm diameter Data for 10 numbers of water meters (Bulk type) Materials 80 mm water meter (Bulk type) 10 Each 2030.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.04) sqm per each 20 Each 11.00 Nuts & Bolts 16 mm x 60 mm long = 80 nos @ 0.2874 per each = 23 kg 23.00 Kg 70.00 Weight 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) Labour for fixing Rate same as item No 2.1.9 for laying Cast iron bends 3.13 Qntl 88.39 Providing flanged joints to Water meter Rate same as item No 2.1.25 (i) 20 Each 17.40 (a+b) Add Contractor's Profit & Overhead charges 15% 22754.66 Total (a+b+c) Rate per each joint is 26,167.86 ÷ 10 = say

[ iii ] 100 mm diameter Data for 10 numbers of water meters (Bulk type) a. Materials 100 mm water meter (Bulk type) 10 Each 3150.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.05) sqm per each 20 Each 14.00 Nuts & Bolts 16 mm x 60 mm long = 160 nos @ 0.2874 per each = 46 kg 46.00 Kg 70.00 Weight 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) b. Labour for fixing Rate same as item No 2.1.9 for laying Cast iron bends 4.43 Qntl 88.39 Providing flanged joints to Water meter Rate same as item No 2.1.25 (ii) 20 Each 24.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 35871.57 Total (a+b+c) Rate per each joint is 41,252.31 ÷ 10 = say

90

20300.00 220.00 1610.00

276.66 348.00 22754.66 3413.20 26167.86 2616.79 2616.80

31500.00 280.00 3220.00

391.57 480.00 35871.57 5380.74 41252.31 4125.23 4125.20

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ iv ] 150 mm diameter Data for 10 numbers of water meters (Bulk type) a. Materials 150 mm water meter (Bulk type) 10 Each 4560.00 45600.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.08) sqm per each 20 Each 17.00 340.00 Nuts & Bolts 20 mm x 65 mm long = 160 nos @ 0.4643 per each = 74.28 kg 74.28 Kg 70.00 5199.60 Weight 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) b. Labour for fixing Rate same as item No 2.1.9 for laying Cast iron bends 7.13 Qntl 88.39 630.22 Providing flanged joints to Water meter Rate same as item No 2.1.25 (iv) 20 Each 27.30 546.00 (a+b) 52315.82 c. Add Contractor's Profit & Overhead charges 15% 52315.82 7847.37 Total (a+b+c) 60163.19 Rate per each joint is 60,163.19 ÷ 10 = 6016.32 say 6016.30 [v] a.

b.

c.

200 mm diameter Data for 10 numbers of water meters (Bulk type) Materials 200 mm water meter (Bulk type) 10 Each 5100.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.116) sqm per each 20 Each 22.00 Nuts & Bolts 20 mm x 70 mm long = 160 nos @ 0.4750 per each = 76.00 kg 76.00 Kg 70.00 Weight of 10 Water Meters = 121.50 kg x 10 = 1215 kg or 12.15 Qtl (considering the weight of a 200mm water meter is equal to weight of a 200mm dia CI Sluice Valve, Rating PN-1) Labour for fixing Rate same as item No 2.1.9 for laying Cast iron bends 12.15 Qntl 88.39 Providing flanged joints to Water meter Rate same as item No 2.1.25 (v) 20 Each 27.30 (a+b) Add Contractor's Profit & Overhead charges 15% 58379.94 Total (a+b+c) Rate per each joint is 67,136.93 ÷ 10 = say

[ vi ] 250 mm diameter Data for 10 numbers of water meters (Bulk type) a. Materials 250 mm water meter (Bulk type) 10 Each 11320.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.156) sqm per each 20 Each 32.00 Nuts & Bolts 20 mm x 75 mm long = 240 nos @ 0.4892 per each = 118.00 kg 118.00 Kg 70.00 Weight of 10 Water Meters = 176.90 kg x 10 = 1769 kg or 17.69 Qtl (considering the weight of a 250mm water meter is equal to weight of a 250mm dia CI Sluice Valve, Rating PN-1)

91

51000.00 440.00 5320.00

1073.94 546.00 58379.94 8756.99 67136.93 6713.69 6713.70

113200.00 640.00 8260.00

Description Sl No Quantity 2 1 3 b. Labour for fixing Rate same as item No 2.1.9 for laying Cast iron bends 17.69 Providing flanged joints to Water meter Rate same as item No 2.1.25 (vi) 20 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each joint is 142,992.86 ÷ 10 =

Unit 4


Qntl

88.39

1563.62

Each

33.90

678.00 124341.62 18651.24 142992.86 14299.29 14299.30

124341.62

say [ vii ] 300 mm diameter Data for 10 numbers of water meters (Bulk type) a. Materials 300 mm water meter (Bulk type) 10 Each 15510.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.20) sqm per each 20 Each 40.00 Nuts & Bolts 20 mm x 75 mm long = 240 nos @ 0.4892 per each = 118.00 kg 118.00 Kg 70.00 Weight of 10 Water Meters = 242.40 kg x 10 = 2424 kg or 24.24 Qtl (considering the weight of a 300mm water meter is equal to weight of a 300mm dia CI Sluice Valve, Rating PN-1) b. Labour for fixing Rate same as item No 2.2.14 for laying CI bends 24.24 Qntl 88.39 Providing flanged joints to Water Meter Rate same as item No 2.1.25 (vii) 20 Each 33.90 (a+b) c. Add Contractor's Profit & Overhead charges 15% 166980.57 Total (a+b+c) Rate per each joint is 192,027.66 ÷ 10 = say [ viii ] 350 mm diameter Data for 10 numbers of water meters (Bulk type) a. Materials 350 mm water meter (Bulk type) 10 Each 16220.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.26) sqm per each 20 Each 40.00 Nuts & Bolts 20 mm x 80 mm long = 320 nos @ 0.4978 per each = 160.00 kg 160.00 Kg 70.00 Weight 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 fixing Rate same as item No 2.2.14 for laying CI bends 25.34 Qntl 88.39 Providing flanged joints to Water Meter Rate same as item No 2.1.25 (viii) 20 Each 40.50 (a+b) c. Add Contractor's Profit & Overhead charges 15% 177249.80 Total (a+b+c) Rate per each joint is 203,837.27 ÷ 10 = say

92

155100.00 800.00 8260.00

2142.57 678.00 166980.57 25047.09 192027.66 19202.77 19202.80

162200.00 800.00 11200.00

2239.80 810.00 177249.80 26587.47 203837.27 20383.73 20383.70

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ ix ] 400 mm diameter Data for 10 numbers of water meters (Bulk type) a. Materials 400 mm water meter (Bulk type) 10 Each 20970.00 209700.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.38) sqm per each 20 Each 67.00 1340.00 Nuts & Bolts 24 mm x 85 mm long = 320 nos @ 0.7348 per each = 236.00 kg 236.00 Kg 70.00 16520.00 Weight of 10 Water Meters = 327.60 kg x 10 = 3276 kg or 32.76 Qtl (considering the weight of a 400mm water meter is equal to weight of a 400mm dia CI Sluice Valve, Rating PN-0.4) b. Labour for fixing Rate same as item No 2.2.14 for laying CI bends 32.76 Qntl 88.39 2895.66 Providing flanged joints to Water meter Rate same as item No 2.1.25 (ix) 20 Each 40.50 810.00 (a+b) 231265.66 c. Add Contractor's Profit & Overhead charges 15% 231265.66 34689.85 Total (a+b+c) 265955.51 Rate per each joint is 265,955.51 ÷ 10 = 26595.55 say 26595.60 [x] a.

b.

c.

500 mm diameter Data for 10 numbers of water meters (Bulk type) Materials 500 mm water meter (Bulk type) 10 Each 33150.00 Rubber insertion 3 mm thick (IS:638-1979) = 20 nos = (20 x 0.45) sqm per each 20 Each 106.00 Nuts & Bolts 24 mm x 90 mm long = 400 nos @ 0.7502 per each = 300.00 kg 300.00 Kg 70.00 Weight of 10 Water Meters = 518.00 kg x 10 = 5180 kg or 51.80 Qtl (considering the weight of a 500mm water meter is equal to weight of a 500mm dia CI Sluice Valve, Rating PN-0.4) Labour for fixing Rate same as item No 2.2.14 for laying CI bends 51.80 Qntl 88.39 Providing flanged joints to Water meter Rate same as item No 2.1.25 (xi) 20 Each 50.40 (a+b) Add Contractor's Profit & Overhead charges 15% 360206.60 Total (a+b+c) Rate per each joint is 414,237.59 ÷ 10 = say

331500.00 2120.00 21000.00

4578.60 1008.00 360206.60 54030.99 414237.59 41423.76 41423.80

2.6.7 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 [ i ] 80 mm dia Details of cost for one no. dirt box strainer a. Materials Dirt box strainer 80 mm 1 Each 2620.00 2620.00 Carriage of dirt box strainer LS 38.74 b. Labour for laying dirt box stainer LS 58.11 Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc Rate same as item No 2.1.25 (i) 2 Each 108.90 217.80 (a+b) 2934.65 c. Add Contractor's Profit & Overhead charges 15% 2934.65 440.20 Total (a+b+c) 3374.85 say 3374.90 93

Sl No 1 [ ii ] a.

b.

c.

Description 2 100 mm dia Details of cost for one no. dirt box strainer Materials Dirt box strainer 100 mm Carriage of dirt box strainer Labour for laying dirt box stainer Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc Rate same as item No 2.1.25 (ii) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c)

Quantity 3

Unit 4

1 LS LS

Each

4180.00

4180.00 38.74 77.48

2

Each

199.00

398.00 4694.22 704.13 5398.35 5398.40

15%


4694.22 say

[ iii ] 150 mm dia Details of cost for one no. dirt box strainer a. Materials Dirt box strainer 150 mm Carriage of dirt box strainer b. Labour for laying dirt box stainer Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc Rate same as item No 2.1.25 (iv) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c)

1 LS LS

Each

5420.00

5420.00 58.11 96.85

2

Each

304.28

608.56 6183.52 927.53 7111.05 7111.10

15%

6183.52 say

[ iv ] 200 mm dia Details of cost for one no. dirt box strainer a. Materials Dirt box strainer 200 mm Carriage of dirt box strainer b. Labour for laying dirt box stainer Providing flanged joints to double acting air valves with bolts, nuts and rubber insertions etc Rate same as item No 2.1.25 (iv) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c)

1 LS LS

Each

7550.00

7550.00 77.48 154.96

2

Each

315.30

630.60 8413.04 1261.96 9675.00 9675.00

15%

8413.04 say

2.6.8 Fixing of spindle Fire Hydrant sluice valve type with 65mm outlet conforming to IS:909-1992 complete with components as per specification complete Data for 10 numbers of Spindle Fire Hydrants a. Materials 65 mm Gun metal Outlet Fire Hydrants with components 10 Each 4800.00 48000.00 Rubber insertion 3 mm thick (IS:638-1979) = 10 nos = (10 x 0.04) sqm per each 10 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

94

Description Sl No 2 1 b. Labour charges Plumber Fitter(S) Helper to plumber or fitter Male worker (unskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 57,465.50 ÷ 10 =

Quantity 3

Unit 4

1.50 1.00 4.00

Each Each Each

15%

Rate (Rs) Amount (Rs) 5 6 190.00 170.00 150.00 49970.00

say

285.00 170.00 600.00 49970.00 7495.50 57465.50 5746.55 5746.60

2.6.9 Fixing Pressure Release Valve with components conforming to IS:14150-2005 as per specification complete [ i ] 80 mm diameter Data for 10 numbers of Pressure Release Valve with components a. Materials 80 mm Bronze Pressure Release Valve with components 10 Each 14154.00 141540.00 Rubber insertion 3 mm thick (IS:638-1979) = 10 nos = (10 x 0.04) sqm per each 10 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 b. Labour charges Plumber Fitter(S) 1.50 Each 190.00 285.00 Helper to plumber or fitter 1.00 Each 170.00 170.00 Male worker (unskilled) 4.00 Each 150.00 600.00 (a+b) 143510.00 c. Add Contractor's Profit & Overhead charges 15% 143510.00 21526.50 Total (a+b+c) 165036.50 Rate per each is 165,036.50 ÷ 10 = 16503.65 say 16503.70

95

Section 3 –

INTERNAL WATER SUPPLY AND SANITARY INSTALLATION

Sl No 1

Description 2

Quantity 3

Unit 4


3.1 WATER SUPPLY 3.1.1 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.

In ground floor [ i ] 15mm diameter Details of cost for 10 metres a. Materials 15mm G.I pipes metre 10.00 62.44 Add for fittings (heavy quality) and wastages = 15% 624.40 White lead, hemp oil etc 1% of item (a) 1% 624.40 White lead, hemp oil, clamps, pegs, sand and cement etc 2% of item (a) 2% 624.40 b. Labour charges Plumber Fitter(S) Each 0.67 190.00 Male worker Each 0.67 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% 964.59 Total (a+b+c) Rate per metre is 1,109.28 ÷ 10 = say [ ii ] a.

b.

c.

20mm diameter Details of cost for 10 metres Materials 20mm G.I pipes 10.00 Add for fittings (heavy quality) and wastages = 15% White lead,hemp oil etc 1% White lead,hemp oil,clamps,pegs,sand and cement etc 2% Labour charges Plumber Fitter(S) 0.75 Male worker 0.67 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 1,361.67 ÷ 10 =

[ iii ] 25mm diameter Details of cost for 10 metres a. Materials 25mm G.I pipes 10.00 Add for fittings (heavy quality) and wastages = 15% White lead,hemp oil etc 1% White lead,hemp oil,clamps,pegs,sand and cement etc 2% b. Labour charges Plumber Fitter(S) 0.83 Male worker 0.67 (a+b)

96

metre

Each Each

Each Each

12.49 127.30 100.50 964.59 144.69 1109.28 110.93 110.90

79.75 797.50 797.50

797.50 119.63 7.98

797.50

15.95

190.00 150.00

say

142.50 100.50 1184.06 177.61 1361.67 136.17 136.20

120.53 1205.30 1205.30

1205.30 180.80 12.05

1205.30

24.11

190.00 150.00

157.70 100.50 1680.46

1184.06

metre

624.40 93.66 6.24


Quantity 3 15%

[ iv ] 32mm diameter Details of cost for 10 metres a. Materials 32mm G.I pipes 10.00 Add for fittings (heavy quality) and wastages = 15% White lead,hemp oil etc 1% White lead,hemp oil,clamps,pegs,sand and cement etc 2% b. Labour charges Plumber Fitter(S) 0.83 Male worker 1.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 2,458.02 ÷ 10 =

[v] a.

b.

c.

40mm diameter Details of cost for 10 metres Materials 40mm G.I pipes 10.00 Add for fittings (heavy quality) and wastages = 15% White lead,hemp oil etc 1% White lead,hemp oil,clamps,pegs,sand and cement etc 2% Labour charges Plumber Fitter(S) 1.00 Male worker 1.33 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 2,810.46 ÷ 10 =

[ vi ] 50mm diameter Details of cost for 10 metres a. Materials 50mm G.I pipes 10.00 Add for fittings (heavy quality) and wastages = 15% White lead,hemp oil etc 1% White lead,hemp oil,clamps,pegs,sand,cement etc 2% b. Labour charges Plumber Fitter(S) 1.17 Male worker 1.67 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 3,867.01 ÷ 10 =

Unit 4

metre

Each Each


155.06 1550.60 1550.60

1550.60 232.59 15.51

1550.60

31.01

190.00 150.00

say

157.70 150.00 2137.41 320.61 2458.02 245.80 245.80

174.10 1741.00 1741.00

1741.00 261.15 17.41

1741.00

34.82

190.00 150.00

say

190.00 199.50 2443.88 366.58 2810.46 281.05 281.10

244.90 2449.00 2449.00

2449.00 367.35 24.49

2449.00

48.98

190.00 150.00

222.30 250.50 3362.62 504.39 3867.01 386.70 386.70

2137.41

metre

Each Each

2443.88

metre

Each Each

3362.62

say

97

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 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 number a. Materials Brass Bell Plug with rivets or 'J' hooks 1 Each 80.00 80.00 b. Labour charges Plumber Fitter(S) 0.125 190.00 23.75 Each (a+b) 103.75 c. Add Contractor's Profit & Overhead charges 15% 103.75 15.56 Total (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 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 A. In ground floor [ i ] 16mm diameter Details of cost for 10 metres a. Materials 16mm UPVC pipes class IV Add 15% for fittings and wastages = 1.5 metres

10.00

metre

9.56

95.60

15%

95.60

14.34

3%

95.60

2.87

190.00 150.00

say

127.30 100.50 340.61 51.09 391.70 39.17 39.20

11.78 117.80

117.80 17.67

117.80

3.53

190.00 150.00

142.50 100.50 382.00 57.30 439.30 43.93 43.90

Wooden plug, clamps, cement etc 3% of item (a) b.

c.

[ ii ] a.

Labour charges Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 391.70 ÷ 10 =

0.67 0.67

Each Each

15%

20mm diameter Details of cost for 10 metres Materials 20mm UPVC pipes class IV Add for fittings and wastages Wooden plug, clamps, cement etc 3% of item (a)

10.00 15%

340.61

metre

3% b.

c.


0.75 0.67 15%

98

Each Each

382.00

Description Sl No Quantity 2 1 3 [ iii ] 25mm diameter Details of cost for 10 metres a. Materials 10.00 25mm UPVC pipes class IV 15% Add for fittings and wastages Wooden plug, clamps, cement etc 3% of item (a) 3% b. Labour charges 0.83 Plumber Fitter(S) 0.67 Male worker (a+b) 15% c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 494.51 ÷ 10 =

[ iv ] 32mm diameter Details of cost for 10 metres a. Materials 32mm UPVC pipes class IV Add for fittings and wastages Wooden plug, clamps, cement etc 3% of item (a)

10.00 15%

Unit 4

metre

Each Each

metre

3% b.

c.

[v] a.


0.83 1.00

Each Each

15%

40mm diameter Details of cost for 10 metres Materials 40mm UPVC pipes class IV Add for fittings and wastages Wooden plug, clamps, cement etc 3% of item (a)

10.00 15%

metre

3% b.

c.


1.00 1.33

Each Each

15%

40mm UPVC pipes class III [ vi ] 50mm diameter Details of cost for 10 metres a. Materials 50mm UPVC pipes class IV Add for fittings and wastages Wooden plug, clamps, cement etc 3% of item (a)

14.56 145.60

145.60 21.84

145.60

4.37

190.00 150.00 430.01

157.70 100.50 430.01 64.50 494.51 49.45 49.50

21.89 218.90

218.90 32.84

218.90

6.57

190.00 150.00 566.01

157.70 150.00 566.01 84.90 650.91 65.09 65.10

32.28 322.80

322.80 48.42

322.80

9.68

190.00 150.00

say

190.00 199.50 770.40 115.56 885.96 88.60 88.60

770.40

1.00

metre

26.07

26.07

10.00 15%

metre

51.30 513.00

513.00 76.95

513.00

15.39

3% 99


Description Sl No 2 1 b. Labour charges Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,239.86 ÷ 10 =

Quantity 3

Unit 4

1.17 1.67

Each Each

15%

1.00

50mm UPVC pipes class III

Rate (Rs) Amount (Rs) 5 6 190.00 150.00

say

222.30 250.50 1078.14 161.72 1239.86 123.99 124.00

38.78

38.78

1078.14

metre

3.1.4 Providing and fixing to wall or ceiling and floor pvc pipes class conforming to ASTM-D1785/89 (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. In ground floor [ i ] 15mm diameter Details of cost for 10 metres a. Materials 15mm PVC sch-80 pipes Add for fittings and wastages Wooden plug,clamps, cement etc b. Labour charges Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 641.11 ÷ 10 =

[ ii ] a.

b.

c.

10.00 15% 3%

metre

27.94 279.40 279.40

279.40 41.91 8.38

0.67 0.67

Each Each

190.00 150.00

say

127.30 100.50 557.49 83.62 641.11 64.11 64.10

15%

20mm diameter Details of cost for 10 metres Materials 20mm PVC sch-80 pipes Add for fittings and wastages Wooden plug,clamps, cement etc Labour charges Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 792.81 ÷ 10 =

557.49

10.00 15% 3%

metre

37.83 378.30 378.30

378.30 56.75 11.35

0.75 0.67

Each Each

190.00 150.00 689.40

142.50 100.50 689.40 103.41 792.81 79.28 79.30

15%

[ iii ] 25mm diameter Details of cost for 10 metres Materials a. 25mm PVC sch-80 pipes Add for fittings and wastages Wooden plug,clamps, cement etc Labour charges b. Plumber Fitter(S) Male worker (a+b) 100

10.00 15% 3%

metre

55.53 555.30 555.30

555.30 83.30 16.66

0.83 0.67

Each Each

190.00 150.00

157.70 100.50 913.46


[ iv ] 32mm diameter Details of cost for 10 metres Materials a. 32mm PVC sch-80 pipes Add for fittings and wastages Wooden plug,clamps, cement etc Labour charges b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,396.31 ÷ 10 =

[v] a.

b.

c.

Quantity 3 15%

Unit 4

10.00 15% 3%

metre

76.82 768.20 768.20

768.20 115.23 23.05

0.83 1.00

Each Each

190.00 150.00

say

157.70 150.00 1214.18 182.13 1396.31 139.63 139.60

15%

40mm diameter Details of cost for 10 metres Materials 40mm PVC sch-80 pipes Add for fittings and wastages Wooden plug,clamps, cement etc Labour charges Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,711.02 ÷ 10 =

1214.18

10.00 15% 3%

metre

93.08 930.80 930.80

930.80 139.62 27.92

1.00 1.33

Each Each

190.00 150.00

say

190.00 199.50 1487.84 223.18 1711.02 171.10 171.10

15%

[ vi ] 50mm diameter Details of cost for 10 metres Materials a. 50mm PVC sch-80 pipes Add for fittings and wastages Wooden plug,clamps, cement etc Labour charges b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 2,294.53 ÷ 10 =


1487.84

10.00 15% 3%

metre

129.02 1290.20 1290.20

1290.20 193.53 38.71

1.17 1.67

Each Each

190.00 150.00

222.30 250.50 1995.24 299.29 2294.53 229.45 229.50

15%

1995.24

say

101

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.1.5 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 En ineer-in-Char e [i] a.

b.

c.

15 mm nominal outer dia pipes Details of cost for 10 metre MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia 10 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS LABOUR: Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.82 Male worker (unskilled) 0.66 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 1,113.40 ÷ 10 =

Mtr

51.00

510.00 153.00 4.07

Each Each Each

190.00 170.00 150.00

62.70 139.40 99.00 968.17 145.23 1113.40 111.34 111.30

968.17

say [ ii ] a.

b.

c.

20 mm nominal outer dia pipes Details of cost for 10 metre MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 20 mm outer dia 10.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS LABOUR: Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.98 Male worker (unskilled) 0.66 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 1,324.08 ÷ 10 =

Mtr

63.00

630.00 189.00 4.07

Each Each Each

190.00 170.00 150.00

62.70 166.60 99.00 1151.37 172.71 1324.08 132.41 132.40

1151.37

say [ iii ] 25 mm nominal outer dia pipes Details of cost for 10 metre MATERIAL: a. Chlorinated Polyvinyl - chloride (CPVC) pipe 25 mm outer dia 10.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS b. LABOUR: Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.98 Male worker (unskilled) 0.66 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 1,727.73 ÷ 10 =

Mtr

90.00

900.00 270.00 4.07

Each Each Each

190.00 170.00 150.00

62.70 166.60 99.00 1502.37 225.36 1727.73 172.77 172.80

1502.37

say 102

Description Sl No Quantity 2 1 3 [ iv ] 32 mm nominal outer dia pipes Details of cost for 10 metre MATERIAL: a. Chlorinated Polyvinyl - chloride (CPVC) pipe 32 mm outer dia 10.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS b. LABOUR: Plumber Fitter(S) 0.33 Helper to plumber or fitter 0.98 Male worker (unskilled) 0.98 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 2,233.88 ÷ 10 =

Unit 4


Mtr

120.00

1200.00 360.00 6.20

Each Each Each

190.00 170.00 150.00

62.70 166.60 147.00 1942.50 291.38 2233.88 223.39 223.40

1942.50

say [v] a.

b.

c.

40 mm nominal outer dia pipes Details of cost for 10 metre MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 40 mm outer dia 10.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS LABOUR: Plumber Fitter(S) 0.33 Helper to plumber or fitter 1.31 Male worker (unskilled) 1.31 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 3,104.82 ÷ 10 =

Mtr

170.00

1700.00 510.00 7.94

Each Each Each

190.00 170.00 150.00

62.70 222.70 196.50 2699.84 404.98 3104.82 310.48 310.50

2699.84

say [ vi ] 50 mm nominal outer dia pipes Details of cost for 10 metre MATERIAL: a. Chlorinated Polyvinyl - chloride (CPVC) pipe 50 mm outer dia 10.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS b. LABOUR: Plumber Fitter(S) 0.33 Helper to plumber or fitter 1.31 Male worker (unskilled) 1.31 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 4,749.32 ÷ 10 =

Mtr

280.00

2800.00 840.00 7.94

Each Each Each

190.00 170.00 150.00

62.70 222.70 196.50 4129.84 619.48 4749.32 474.93 474.90

4129.84

say

103

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.1.6 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 Engineerin-Charge [i]

16 mm outer dia pipes Details of cost for 10 metre

a.

b.

c.

MATERIAL: 16 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastages etc. Cement, sand and grit etc LABOUR: Plumber Fitter(S) Helper to plumber or fitter Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges

10

Mtr

90.00

900.00 270.00 4.07

Each Each Each

190.00 170.00 150.00

62.70 112.20 99.00 1447.97 217.20 1665.17 166.52 166.50

LS 0.33 0.66 0.66 15%

1447.97

Rate per metre is 1,665.17 ÷ 10 = say [ ii ]


a.

b.

c.

MATERIAL: 20 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastage etc. Cement, sand and grit etc LABOUR: Plumber Fitter(S) Helper to plumber or fitter Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 2,010.40 ÷ 10 =

10.00

Mtr

111.00

1110.00 333.00 4.07

Each Each Each

190.00 170.00 150.00

62.70 139.40 99.00 1748.17 262.23 2010.40 201.04 201.00

LS 0.33 0.82 0.66 15%

1748.17

say [ iii ] 25 mm outer dia pipes Details of cost for 10 metre

a.

b.

c.


10.00

Mtr

143.00

1430.00 429.00 4.07

Each Each Each

190.00 170.00 150.00

62.70 166.60 99.00 2191.37 328.71 2520.08 252.01 252.00

LS 0.33 0.98 0.66 15%

2191.37

say

104

Description Sl No 2 1 [ iv ] 32 mm outer dia pipes

Quantity 3

Unit 4


10.00

Mtr

193.00

1930.00 579.00 6.20

Each Each Each

190.00 170.00 150.00

62.70 166.60 147.00 2891.50 433.73 3325.23 332.52 332.50

Details of cost for 10 metre

a.

b.

c.


LS 0.33 0.98 0.98 15%

2891.50

say [v]


a.

b.

c.


10.00

Mtr

310.00

3100.00 930.00 7.94

Each Each Each

190.00 170.00 150.00

62.70 222.70 196.50 4519.84 677.98 5197.82 519.78 519.80

LS 0.33 1.31 1.31 15%

4519.84

say [ vi ] 50 mm outer dia pipes Details of cost for 10 metre

a.

b.

c.


10.00

Mtr

335.00

3350.00 1005.00 7.94

Each Each Each

190.00 170.00 150.00

62.70 222.70 196.50 4844.84 726.73 5571.57 557.16 557.20

LS 0.33 1.31 1.31 15%

4844.84

say

105

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.1.7 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. [i]

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

a.

b.

c.

[ ii ]

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 16 mm Outer dia 10.00 Mtr 32.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS LABOUR: Plumber Fitter(S) 0.33 Each 190.00 Helper to plumber or fitter 0.66 Each 170.00 Male worker (unskilled) 0.66 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% 693.97 Total (a+b+c) Rate per metre is 798.07 ÷ 10 = say

320.00 96.00 4.07 62.70 112.20 99.00 693.97 104.10 798.07 79.81 79.80


a.

b.

c.

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 20 mm Outer dia 10.00 Mtr 50.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS LABOUR: Plumber Fitter(S) 0.33 Each 190.00 Helper to plumber or fitter 0.82 Each 170.00 Male worker (unskilled) 0.66 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% 955.17 Total (a+b+c) Rate per metre is 1,098.45 ÷ 10 = say

500.00 150.00 4.07 62.70 139.40 99.00 955.17 143.28 1098.45 109.85 109.90

[ iii ] PN - 16 Pipe, 25 mm OD (SDR -7.4) Details of cost for 10 metre

a.

b.

c.

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 25 mm Outer dia 10.00 Mtr 76.00 Add 30% for fittings and wastage etc. Cement, sand and grit etc LS LABOUR: Plumber Fitter(S) 0.33 Each 190.00 Helper to plumber or fitter 0.98 Each 170.00 Male worker (unskilled) 0.66 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% 1320.37 Total (a+b+c) Rate per metre is 1,518.43 ÷ 10 = say 106

760.00 228.00 4.07 62.70 166.60 99.00 1320.37 198.06 1518.43 151.84 151.80

Sl No 1

Description 2

Quantity 3

Unit 4


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

a.

b.

c.

[v]


1240.00 372.00 6.20 62.70 166.60 147.00 1994.50 299.18 2293.68 229.37 229.40


a.

b.

c.


1960.00 588.00 7.94 62.70 222.70 196.50 3037.84 455.68 3493.52 349.35 349.40

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

a.

b.

c.


107

2860.00 858.00 7.94 62.70 222.70 196.50 4207.84 631.18 4839.02 483.90 483.90

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.1.8 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 [i]

a.

b.

c.

[ ii ]

a.

b.

c.

2000 litre capacity Double Layer Cylinderical Vertical water storage tanks Details of cost for one Tank On the roof of ground floor Materials: 2000 litre capacity Double Layer Cylinderical Vertical water storage tanks 2000 Litre 4.40 Lead , paint and yarn LS Labour charges Plumber fitter (S) 0.50 Each 190.00 Helper to plumber/ fitter 0.75 Each 170.00 Male Worker 5.00 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 9779.10 Total (a+b+c) say 1000 litre capacity Double Layer Cylinderical Vertical water storage tanks On the roof of ground floor Details of cost for one Tank Materials: 1000 litre capacity Double Layer Cylinderical Vertical water storage tanks 1000 Litre 4.40 Lead , paint and yarn LS Labour charges Plumber fitter (S) 0.50 Each 190.00 Helper to plumber/ fitter 0.75 Each 170.00 Male Worker 4.00 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 5229.10 Total (a+b+c) say

8800.00 6.60 95.00 127.50 750.00 9779.10 1466.87 11245.97 11246.00

4400.00 6.60 95.00 127.50 600.00 5229.10 784.37 6013.47 6013.50

3.1.9 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

[i] a.

b.

2000 litre capacity water storage tanks Details of cost for hoisting one 2000 litre capacity tank Labour charges Helper to plumber or fitter 0.25 Male worker (unskilled) 2.00 Add Contractor's Profit & Overhead charges Total (a+b) Rate for one tank

15%

Each Each

170.00 150.00 342.50 say

[ ii ]

1000 litre capacity water storage tanks Details of cost for hoisting one 1000 litre capacity tank Labour charges Rate same as item No 3.1.9 [ i ] 108

42.50 300.00 342.50 51.38 393.88 393.90

393.90

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.1.10 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.

[i] a.

b.

[ ii ]

250mm thick wall Details of cost for 10 holes of size 12cm x 12cm x 25cm Labour for cutting holes Mason 0.16 Each Male worker 0.60 Each Overhead charges 12.50% Brickwork in cement mortar (1:4) [Excluding CP&OHC] 10x0.12mx0.12mx0.25m= 0.036 Less 33% for pipe etc = ( - ) 0.012 0.024 Cum 12mm cement plaster (1:4)[Excluding CP&OHC] 10x2x0.12mx0.12m= 0.288 Sqm Add extra for labour & wastages in materials due to restricted area @ 5% of (d) + (e) 5% of(d)+(e) Add Contractor's Profit & Overhead charges Total Cost for one hole of 25cm depth = 277.00 ÷ 10 =

15%

190.00 150.00 120.40

30.40 90.00 15.05

3174.63

76.19

84.06

24.21

100.40

say

5.02 240.87 36.13 277.00 27.70 27.70

240.87

375mm thick wall Cost for one hole 25cm depth multiplied by 375/250 = 1.5 1.50

x

27.70 say

41.55 41.60

[ iii ] 500mm thick wall Cost for one hole 25cm depth multiplied by 500/250 = 2.0 2.00

x

27.70 say

55.40 55.40

3.1.11 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.

a.

b.

Details of cost for 10 holes of average size 15cmx15cmx25cm Labour for cutting holes Mason 1.67 Male worker 1.67 Add Contractor's Profit & Overhead charges 15% Cement concrete (1:2:4)[Excluding CP&OHC] 10x0.15mx0.15mx0.15m= 0.034 Less 33% for pipe etc = (-) 0.011 0.023 Add extra for labour & wastages in materials due to restricted 5% Finishing top and bottom and making the hole leak proof Add Contractor's Profit & Overhead charges Total (a+b) Cost for one hole = 870.90 ÷ 10 =

15%

Each Each

190.00 150.00 567.80

317.30 250.50 85.17

cum space

4047.02

93.08

93.08

4.65 6.60 757.30 113.60 870.90 87.09 87.10

L.S 757.30

say

109

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.1.12 Cutting grooves in pucca floors and walls for taking GI/PVC pipes and making good the damages as per specification complete. [ i ] In ground floor Details of cost for 30 metres Materials a. Cement concrete (I:3:6) with metal [Excluding C 0.56 cum 2931.06 1641.39 12mm cement plaster (1:3) [Excluding CP&OHC] 4.57 sqm 96.34 440.27 Cement punning [Excluding CP&OHC] 4.57 sqm 17.73 81.03 Labour charges for cutting b. Plumber fitter 0.50 Each 190.00 95.00 Helper to plumber 1.00 Each 170.00 170.00 Labour charges for redoing c. Mason special 1.00 Each 205.00 205.00 Male worker 1.00 Each 150.00 150.00 2782.69 (a+b+c) 15% 2782.69 417.40 d. Add Contractor's Profit & Overhead charges 3200.09 Total (a+b+c+d) Cost per 1 metre = 3,200.09 ÷ 30 = 106.67 say 106.70

110

Sl No 1

Description 2

Quantity 3

Unit 4


3.2 HOUSE SERVICE PIPES 3.2.1 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 s ecification com lete. Earth work in trenches to be measured and aid for se aratel [i] a.

b.

c.

[ ii ] a.

b.

c.

15mm diameter Details of cost for 10 metres Materials 15mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 645.27 ÷ 10 =

10.00 2% 1%

metre

50.67 506.7 506.7

506.7 10.13 5.07

0.08 0.16

Each Each

190 150

say

15.2 24 561.1 84.17 645.27 64.53 64.5

15%


561.1

10.00 2% 1%

metre

72.04 720.4 720.4

720.4 14.41 7.2

0.08 0.16

Each Each

190 150

say

15.2 24 781.21 117.18 898.39 89.84 89.8

15%

[ iii ] 25mm diameter Details of cost for 10 metres Materials a. 25mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,268.06 ÷ 10 =

781.21

10.00 2% 1%

metre

101.2 1012 1012

1012 20.24 10.12

0.12 0.25

Each Each

190 150

22.8 37.5 1102.66 165.4 1268.06 126.81 126.8

15%

1102.66

say

111

Description Sl No 2 1 [ iv ] 32mm diameter Details of cost for 10 metres Materials a. 32mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges

Quantity 3

Unit 4

10.00 2% 1%

metre

128.02 1280.2 1280.2

1280.2 25.6 12.8

0.12 0.25

Each Each

190 150

22.8 37.5 1378.9 206.84 1585.74 158.57 158.6

15%

1378.9

Rate per metre is 1,585.74 ÷ 10 = Total a+b+c [v] a.

b.

c.


sa

40mm diameter Details of cost for 10 metres Materials 40mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying Plumber Fitter(S) Male worker a+b Add Contractor's Profit & Overhead charges

10.00 2% 1%

metre

159.15 1591.50 1591.50

1591.50 31.83 15.92

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 1719.15 257.87 1977.02 197.70 197.70

15%

1719.15

Rate per metre is 1,977.02 ÷ 10 = Total (a+b+c) [ vi ] 50mm diameter Details of cost for 10 metres Materials a. 50mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges

10.00 2% 1%

metre

193.89 1938.90 1938.90

1938.90 38.78 19.39

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 2076.97 311.55 2388.52 238.85 238.90

15%

2076.97

Rate per metre is 2,388.52 ÷ 10 = Total (a+b+c) [ vii ] 65mm diameter Details of cost for 10 metres Materials a. 65mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b)

112

10.00 2% 1%

metre

282.22 2822.20 2822.20

2822.20 56.44 28.22

0.25 0.66

Each Each

190.00 150.00

47.50 99.00 3053.36


[ viii ] 80mm diameter Details of cost for 10 metres Materials a. 80mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 4,089.53 ÷ 10 =

Quantity 3 15%

Unit 4

10.00 2% 1%

metre

331.03 3310.30 3310.30

3310.30 66.21 33.10

0.25 0.66

Each Each

190.00 150.00

47.50 99.00 3556.11 533.42 4089.53 408.95 409.00

15%

Rate (Rs) Amount (Rs) 5 6 3053.36 458.00 3511.36 351.14 351.10 sa

3556.11

say

3.2.2 Providing and laying in trenches galvanized mild steel tubes (medium 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) [i] a.

b.

c.

[ ii ] a.

b.

c.

15mm diameter Details of cost for 10 metres Materials 15mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 784.68 ÷ 10 =

10.00 2% 1%

metre

62.44 624.40 624.40

624.40 12.49 6.24

0.08 0.16

Each Each

190.00 150.00

say

15.20 24.00 682.33 102.35 784.68 78.47 78.50

15%

20mm diameter Details of cost for 10 metres Materials 20mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying Plumber Fitter(S) Male worker a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 989.72 ÷ 10 =

682.33

10.00 2% 1%

metre

79.75 797.50 797.50

797.50 15.95 7.98

0.08 0.16

Each Each

190.00 150.00

15.20 24.00 860.63 129.09 989.72 98.97 99.00

15%

860.63

say

113

Description Sl No 2 1 [ iii ] 25mm diameter Details of cost for 10 metres Materials a. 25mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 1,497.02 ÷ 10 =

Quantity 3

Unit 4

10.00 2% 1%

metre

120.53 1205.30 1205.30

1205.30 24.11 12.05

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 1301.76 195.26 1497.02 149.70 149.70

15%

[ iv ] 32mm diameter Details of cost for 10 metres Materials a. 32mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges

1301.76

10.00 2% 1%

metre

155.06 1550.60 1550.60

1550.60 31.01 15.51

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 1657.42 248.61 1906.03 190.60 190.60

15%

1657.42

Rate per metre is 1,906.03 ÷ 10 = Total (a+b+c) [v] a.

b.

c.

40mm diameter Details of cost for 10 metres Materials 40mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 2,154.10 ÷ 10 =

10.00 2% 1%

metre

174.10 1741.00 1741.00

1741.00 34.82 17.41

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 1873.13 280.97 2154.10 215.41 215.40

15%

[ vi ] 50mm diameter Details of cost for 10 metres Materials a. 50mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b)

114


1873.13

10.00 2% 1%

metre

244.90 2449.00 2449.00

2449.00 48.98 24.49

0.16 0.33

Each Each

190.00 150.00

30.40 49.50 2602.37

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 2,992.73 ÷ 10 =

[ vii ] 65mm diameter Details of cost for 10 metres Materials a. 65mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 3,884.61 ÷ 10 =

Quantity 3 15%

Unit 4

10.00 2% 1%

metre

313.73 3137.30 3137.30

3137.30 62.75 31.37

0.25 0.66

Each Each

190.00 150.00

say

47.50 99.00 3377.92 506.69 3884.61 388.46 388.50

15%

[ viii ] 80mm diameter Details of cost for 10 metres Materials a. 80mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges c. Total (a+b+c) Rate per metre is 4,967.24 ÷ 10 =


3377.92

10.00 2% 1%

metre

405.13 4051.30 4051.30

4051.30 81.03 40.51

0.25 0.66

Each Each

190.00 150.00

47.50 99.00 4319.34 647.90 4967.24 496.72 496.70

15%

4319.34

say

3.2.3 Providing and laying in trenches galvanized mild steel tubes (heavy grade) conforming to IS:1239/2004, Part-1 of the following nominal bore and tube fittings including testing as per s ecification com lete. Earth work in trenches to be measured and aid for se aratel [i] a.

b.

c.


10.00 2% 1%

metre

73.89 738.90 738.90

738.90 14.78 7.39

0.08 0.16

Each Each

190.00 150.00

15.20 24.00 800.27 120.04 920.31 92.03 92.00

15%

800.27

say

115

Description Sl No 2 1 [ ii ] 20mm diameter Details of cost for 10 metres Materials a. 20mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,162.78 ÷ 10 =

b.

10.00 2% 1%

metre

94.36 943.60 943.60

943.60 18.87 9.44

0.08 0.16

Each Each

190.00 150.00

say

15.20 24.00 1011.11 151.67 1162.78 116.28 116.30

10.00 2% 1%

metre

144.54 1445.40 1445.40

1445.40 28.91 14.45

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 1549.06 232.36 1781.42 178.14 178.10

1549.06

10.00 2% 1%

metre

185.11 1851.10 1851.10

1851.10 37.02 18.51

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 1966.93 295.04 2261.97 226.20 226.20

15%

40mm diameter Details of cost for 10 metres Materials 40mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying Plumber Fitter(S) Male worker (a+b)

116


1011.11

15%

[ iv ] 32mm diameter Details of cost for 10 metres Materials a. 32mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 2,261.97 ÷ 10 =

a.

Unit 4

15%

[ iii ] 25mm diameter Details of cost for 10 metres Materials a. 25mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges c. Total (a+b+c) Rate per metre is 1,781.42 ÷ 10 =

[v]

Quantity 3

1966.93

10.00 2% 1%

metre

210.57 2105.70 2105.70

2105.70 42.11 21.06

0.16 0.33

Each Each

190.00 150.00

30.40 49.50 2248.77


[ vi ] 50mm diameter Details of cost for 10 metres Materials a. 50mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 3,600.97 ÷ 10 =

Quantity 3 15%

Unit 4

10.00 2% 1%

metre

296.25 2962.50 2962.50

2962.50 59.25 29.63

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 3131.28 469.69 3600.97 360.10 360.10

15%

[ vii ] 65mm diameter Details of cost for 10 metres Materials a. 65mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges c. Total (a+b+c) Rate per metre is 4,696.35 ÷ 10 =

3131.28

10.00 2% 1%

metre

382.26 3822.60 3822.60

3822.60 76.45 38.23

0.25 0.66

Each Each

190.00 150.00

say

47.50 99.00 4083.78 612.57 4696.35 469.64 469.60

15%

[ viii ] 80mm diameter Details of cost for 10 metres Materials a. 80mm G.I pipes Tube fittings and wastages White lead,hemp oil etc Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 5,967.56 ÷ 10 =


4083.78

10.00 2% 1%

metre

489.58 4895.80 4895.80

4895.80 97.92 48.96

0.25 0.66

Each Each

190.00 150.00

47.50 99.00 5189.18 778.38 5967.56 596.76 596.80

15%

5189.18

say

117

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.2.4 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) [i] a.

b.

c.

[ ii ] a.

b.

c.

15mm diameter Details of cost for 10 metres Materials 15mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 157.22 ÷ 10 =

10.00 2%

metre

9.56 95.60

95.60 1.91

0.08 0.16

Each Each

190.00 150.00

say

15.20 24.00 136.71 20.51 157.22 15.72 15.70

15%

20mm diameter Details of cost for 10 metres Materials 20mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 183.26 ÷ 10 =

136.71

10.00 2%

metre

11.78 117.80

117.80 2.36

0.08 0.16

Each Each

190.00 150.00

say

15.20 24.00 159.36 23.90 183.26 18.33 18.30

15%

[ iii ] 25mm diameter Details of cost for 10 metres Materials a. 25mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 240.13 ÷ 10 =

159.36

10.00 2%

metre

14.56 145.60

145.60 2.91

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 208.81 31.32 240.13 24.01 24.00

15%

[ iv ] 32mm diameter Details of cost for 10 metres Materials a. 32mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter(S) Male worker (a+b)

118

208.81

10.00 2%

metre

21.89 218.90

218.90 4.38

0.12 0.25

Each Each

190.00 150.00

22.80 37.50 283.58

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 326.12 ÷ 10 =

[v] a.

b.

c.

40mm diameter Details of cost for 10 metres Materials 40mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker a+b Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 470.53 ÷ 10 =

Quantity 3 15%

Unit 4

10.00 2%

metre

32.28 322.80

322.80 6.46

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 409.16 61.37 470.53 47.05 47.10

15%

[ vi ] 50mm diameter Details of cost for 10 metres Materials a. 50mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter(S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 693.63 ÷ 10 =

409.16

10.00 2%

metre

51.30 513.00

513.00 10.26

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 603.16 90.47 693.63 69.36 69.40

15%

[ vii ] 63mm diameter Details of cost for 10 metres Materials a. 63mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,077.08 ÷ 10 =

603.16

10.00 2%

metre

77.46 774.60

774.60 15.49

0.25 0.66

Each Each

190.00 150.00

say

47.50 99.00 936.59 140.49 1077.08 107.71 107.70

15%

[ viii ] 75mm dia Details of cost for 10 metres Materials a. 75mm dia Class-IV PVC pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter(S) Male worker (a+b) 119


936.59

10.00 2%

metre

111.79 1117.90

1117.90 22.36

0.25 0.66

Each Each

190.00 150.00

47.50 99.00 1286.76


Quantity 3 15%

Unit 4


3.2.5 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 com lete. Earth work in trenches to be measured and aid for se aratel [i] a.

b.

c.

[ ii ] a.

b.

c.

40mm diameter Details of cost for 10 metres Materials 40mm PVC Class-III pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 397.68 ÷ 10 =

10.00 2%

metre

26.07 260.70

260.70 5.21

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 345.81 51.87 397.68 39.77 39.80

15%

50mm diameter Details of cost for 10 metres Materials 50mm PVC Class-III pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 546.78 ÷ 10 =

345.81

10.00 2%

metre

38.78 387.80

387.80 7.76

0.16 0.33

Each Each

190.00 150.00

say

30.40 49.50 475.46 71.32 546.78 54.68 54.70

15%

[ iii ] 63mm diameter Details of cost for 10 metres Materials a. 63mm PVC Class-III pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges c. Total (a+b+c) Rate per metre is 891.04 ÷ 10 =

475.46

10.00 2%

metre

61.60 616.00

616.00 12.32

0.25 0.66

Each Each

190.00 150.00

say

47.50 99.00 774.82 116.22 891.04 89.10 89.10

87.11 871.10

871.10 17.42

15%

[ iv ] 75mm diameter Details of cost for 10 metres Materials a. 75mm PVC Class-III pipes Pipe fittings and wastages

10.00 2% 120

774.82

metre

Description Sl No 2 1 Labour for laying b. Plumber Fitter(S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,190.27 ÷ 10 =

Quantity 3

Unit 4

0.25 0.66

Each Each

15%

Rate (Rs) Amount (Rs) 5 6 190.00 150.00 1035.02

say

47.50 99.00 1035.02 155.25 1190.27 119.03 119.00

3.2.6 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 complete. (Earth work in trenches to be measured and paid for separately) [i] a.

b.

c.

[ ii ] a.

b.

c.

63mm dia Details of cost for 10 metres Materials 63mm PVC Class-II pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 686.47 ÷ 10 =

10.00 2%

metre

44.16 441.60

441.60 8.83

0.25 0.66

Each Each

190.00 150.00

say

47.50 99.00 596.93 89.54 686.47 68.65 68.70

15%

75mm dia Details of cost for 10 metres Materials 75mm PVC Class-II pipes Pipe fittings and wastages Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 894.33 ÷ 10 =

596.93

10.00 2%

metre

61.88 618.80

618.80 12.38

0.25 0.66

Each Each

190.00 150.00

47.50 99.00 777.68 116.65 894.33 89.43 89.40

15%

777.68

say

3.2.7 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) [i] a.

b.

15mm diameter Details of cost for 10 metres Materials 15mm PVC sch-80 pipes Pipe fittings and wastages Labour for laying Plumber Fitter (S) Male worker (a+b)

121

10.00 2%

metre

27.94 279.40

279.40 5.59

0.08 0.16

Each Each

190.00 150.00

15.20 24.00 324.19

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 372.82 ÷ 10 =

[ ii ] a.

b.

c.

20mm diameter Details of cost for 10 metres Materials 20mm PVC sch-80 pipes Pipe fittings and wastages Labour for laying Plumber Fitter (S) Male worker a+b Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 488.83 ÷ 10 =

b.

10.00 2%

metre

37.83 378.30

378.30 7.57

0.08 0.16

Each Each

190.00 150.00

say

15.20 24.00 425.07 63.76 488.83 48.88 48.90

10.00 2%

metre

55.53 555.30

555.30 11.11

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 626.71 94.01 720.72 72.07 72.10

626.71

10.00 2%

metre

76.82 768.20

768.20 15.36

0.12 0.25

Each Each

190.00 150.00

say

22.80 37.50 843.86 126.58 970.44 97.04 97.00

15%

40mm diameter Details of cost for 10 metres Materials 40mm PVC sch-80 pipes Pipe fittings and wastages Labour for laying Plumber Fitter (S) Male worker (a+b) 122


425.07

15%

[ iv ] 32mm diameter Details of cost for 10 metres Materials a. 32mm PVC sch-80 pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter (S) Male worker (a+b) Add Contractor's Profit & Overhead charges c. Total (a+b+c) Rate per metre is 970.44 ÷ 10 =

a.

Unit 4

15%

[ iii ] 25mm diameter Details of cost for 10 metres Materials a. 25mm PVC sch-80 pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter (S) Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 720.72 ÷ 10 =

[v]

Quantity 3 15%

843.86

10.00 2%

metre

93.08 930.80

930.80 18.62

0.16 0.33

Each Each

190.00 150.00

30.40 49.50 1029.32


[ vi ] 50mm diameter Details of cost for 10 metres Materials a. 50mm PVC sch-80 pipes Pipe fittings and wastages Labour for laying b. Plumber Fitter (S) Male worker a+b c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 1,605.29 ÷ 10 =

Quantity 3 15%

Unit 4

10.00 2%

metre

129.02 1290.20

1290.20 25.80

0.16 0.33

Each Each

190.00 150.00

30.40 49.50 1395.90 209.39 1605.29 160.53 160.50

15%


1395.90

say

3.2.8 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 [i]

15 mm nominal outer dia pipes Details of cost for 10 metre

a.

b.

c.

MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 15 mm outer dia 10 Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) 0.08 Male worker (unskilled) 0.16 Trenching & refilling etc Male worker (unskilled) 1.32 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 1,035.23 ÷ 10 =

Mtr

51.00

510.00 153.00

Each Each

190.00 150.00

15.20 24.00

Each

150.00

198.00 900.20 135.03 1035.23 103.52 103.50

900.20

say [ ii ]


a.

b.

c.

MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 20 mm outer dia 10.00 Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) 0.08 Male worker (unskilled) 0.16 Trenching & refilling etc Male worker (unskilled) 1.32 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 1,214.63 ÷ 10 =

Mtr

63.00

630.00 189.00

Each Each

190.00 150.00

15.20 24.00

Each

150.00

198.00 1056.20 158.43 1214.63 121.46 121.50

1056.20

say 123

Sl No 1

Description 2

Quantity 3

Unit 4


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

a.

b.

c.

MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 25 mm outer dia 10.00 Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) 0.12 Male worker (unskilled) 0.25 Trenching & refilling etc Male worker (unskilled) 1.32 a+b Add Contractor's Profit & Overhead charges 15% Total a+b+c Rate per metre is 1,642.55 ÷ 10 =

Mtr

90.00

900.00 270.00

Each Each

190.00 150.00

22.80 37.50

Each

150.00

198.00 1428.30 214.25 1642.55 164.26 164.30

1428.30

say [ iv ] 32 mm nominal outer dia pipes Details of cost for 10 metre

a.

b.

c.


Mtr

120.00

1200.00 360.00

Each Each

190.00 150.00

22.80 37.50

Each

150.00

198.00 1818.30 272.75 2091.05 209.11 209.10

1818.30

say [v]


a.

b.

c.


Mtr

170.00

1700.00 510.00

Each Each

190.00 150.00

30.40 49.50

Each

150.00

198.00 2487.90 373.19 2861.09 286.11 286.10

2487.90

say

124

Description Sl No 2 1 [ vi ] 50 mm nominal outer dia pipes

Quantity 3

Unit 4



a.

b.

c.


Mtr

280.00

2800.00 840.00

Each Each

190.00 150.00

30.40 49.50

Each

150.00

198.00 3917.90 587.69 4505.59 450.56 450.60

3917.90

say [ vii ] 62.50 mm nominal outer dia pipes Details of cost for 10 metre

a.

b.

c.

MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 62.50 mm outer dia 10.00 Mtr Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) 0.25 Each Male worker (unskilled) 0.66 Each Trenching & refilling etc Male worker (unskilled) 1.32 Each (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre is 12,879.43 ÷ 10 =

835.00

8350.00 2505.00

190.00 150.00

47.50 99.00

150.00

198.00 11199.50 1679.93 12879.43 1287.94 1287.90

11199.50

say [ viii ] 75 mm nominal outer dia pipes Details of cost for 10 metre

a.

b.

c.


Mtr

1185.00

11850.00 3555.00

Each Each

190.00 150.00

47.50 99.00

Each

150.00

198.00 15749.50 2362.43 18111.93 1811.19 1811.20

15749.50

say [ ix ] 100 mm nominal outer dia pipes Details of cost for 10 metre

a.

MATERIAL: Chlorinated Polyvinyl - chloride (CPVC) pipe 100 mm outer dia 10.00 Mtr Add 30% for fittings and wastage etc. 125

1640.00

16400.00 4920.00

Description Sl No 2 1 LABOUR: b. Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) a+b c. Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 25,042.17 ÷ 10 =

Quantity 3

Unit 4

0.37 0.97

Each Each

190.00 150.00

70.30 145.50

1.60

Each

150.00

240.00 21775.80 3266.37 25042.17 2504.22 2504.20

15%


21775.80

say [x]


a.

b.

c.


Mtr

2870.00

28700.00 8610.00

Each Each

190.00 150.00

110.20 231.00

Each

150.00

360.00 38011.20 5701.68 43712.88 4371.29 4371.30

38011.20

say

3.2.9 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. [i]


a.

b.

c.

MATERIAL: 16 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastages etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 1,618.28 ÷ 10 =

10

Mtr

90.00

900.00 270.00

0.08 0.16

Each Each

190.00 150.00

15.20 24.00

1.32

Each

150.00

198.00 1407.20 211.08 1618.28 161.83 161.80

15%

1407.20

say [ ii ]


a.

MATERIAL: 20 mm PE-AL-PE Composite pressure pipe 10.00

b.

Add 30% for fittings and wastage etc. 126

Mtr

111.00

1110.00 333.00

Sl No 1

c.

Description 2 LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 1,932.23 ÷ 10 =

Quantity 3

Unit 4

0.08 0.16

Each Each

190.00 150.00

15.20 24.00

1.32

Each

150.00

198.00 1680.20 252.03 1932.23 193.22 193.20

15%


1680.20

say [ iii ] 25 mm outer dia pipes Details of cost for 10 metre

a.

b.

c.

MATERIAL: 25 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 2,410.63 ÷ 10 =

10.00

Mtr

143.00

1430.00 429.00

0.08 0.16

Each Each

190.00 150.00

15.20 24.00

1.32

Each

150.00

198.00 2096.20 314.43 2410.63 241.06 241.10

15%

2096.20

say [ iv ] 32 mm outer dia pipes Details of cost for 10 metre

a.

b.

c.

MATERIAL: 32 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 3,158.13 ÷ 10 =

10.00

Mtr

193.00

1930.00 579.00

0.08 0.16

Each Each

190.00 150.00

15.20 24.00

1.32

Each

150.00

198.00 2746.20 411.93 3158.13 315.81 315.80

15%

2746.20

say [v]


a.

b.

MATERIAL: 40 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) (a+b) 127

10.00

Mtr

310.00

3100.00 930.00

0.16 0.33

Each Each

190.00 150.00

30.40 49.50

1.32

Each

150.00

198.00 4307.90


Quantity 3 15%

Unit 4


10.00

Mtr

335.00

3350.00 1005.00

0.16 0.33

Each Each

190.00 150.00

30.40 49.50

1.32

Each

150.00

198.00 4632.90 694.94 5327.84 532.78 532.80

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

a.

b.

c.

MATERIAL: 50 mm PE-AL-PE Composite pressure pipe Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges Total a+b+c Rate per metre is 5,327.84 ÷ 10 =

15%

4632.90

say

3.2.10 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 trenchin refillin & testin of oints com lete as er direction of En ineer-in-Char e [i]


a.

b.

c.

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 16 mm Outer dia Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 751.18 ÷ 10 =

10.00

Mtr

32.00

320.00 96.00

0.08 0.16

Each Each

190.00 150.00

15.20 24.00

1.32

Each

150.00

198.00 653.20 97.98 751.18 75.12 75.10

15%

653.20

say [ ii ]


a.

b.

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) i es SDR 7.4 - 20 mm Outer dia Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) a+b 128

10.00

Mtr

50.00

500.00 150.00

0.08 0.16

Each Each

190.00 150.00

15.20 24.00

1.32

Each

150.00

198.00 887.20


Quantity 3 15%

Unit 4


10.00

Mtr

76.00

760.00 228.00

0.12 0.25

Each Each

190.00 150.00

22.80 37.50

1.32

Each

150.00

198.00 1246.30 186.95 1433.25 143.33 143.30

[ iii ] PN - 16 Pipe, 25 mm OD (SDR -7.4) Details of cost for 10 metre

a.

b.

c.

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) pipes SDR 7.4 - 25 mm Outer dia Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 1,433.25 ÷ 10 =

15%

1246.30

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

a.

b.

c.


10.00

Mtr

124.00

1240.00 372.00

0.12 0.25

Each Each

190.00 150.00

22.80 37.50

1.32

Each

150.00

198.00 1870.30 280.55 2150.85 215.09 215.10

15%

1870.30

say [v]


a.

b.

c.

MATERIAL: Poly propylene- Random - Co - Polymer (PPR) i es SDR 7.4 - 40 mm Outer dia Add 30% for fittings and wastage etc. LABOUR: Plumber Fitter(S) Male worker (unskilled) Trenching & refilling etc Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre is 3,249.79 ÷ 10 =

10.00

Mtr

196.00

1960.00 588.00

0.16 0.33

Each Each

190.00 150.00

30.40 49.50

1.32

Each

150.00

198.00 2825.90 423.89 3249.79 324.98 325.00

15%

2825.90

say 129

Sl No 1

Description 2

Quantity 3

Unit 4


10.00

Mtr

286.00

2860.00 858.00

0.16 0.33

Each Each

190.00 150.00

30.40 49.50

1.32

Each

150.00

198.00 3995.90 599.39 4595.29 459.53 459.50

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

a.

b.

c.


15%

3995.90

say [ vii ] PN - 16 Pipe, 63 mm OD (SDR -7.4) Details of cost for 10 metre

a.

b.

c.


10.00

Mtr

445.00

4450.00 1335.00

0.25 0.66

Each Each

190.00 150.00

47.50 99.00

1.32

Each

150.00

198.00 6129.50 919.43 7048.93 704.89 704.90

15%

6129.50

say [ viii ] PN - 16 Pipe, 75 mm OD (SDR -7.4) Details of cost for 10 metre

a.

b.

c.


10.00

Mtr

640.00

6400.00 1920.00

0.25 0.66

Each Each

190.00 150.00

47.50 99.00

1.32

Each

150.00

198.00 8664.50 1299.68 9964.18 996.42 996.40

15%

8664.50

say

130

Description Sl No 2 1 [ ix ] PN - 16 Pipe, 90 mm OD (SDR -7.4)

Quantity 3

Unit 4


10.00

Mtr

1020.00

10200.00 3060.00

0.37 0.97

Each Each

190.00 150.00

70.30 145.50

1.60

Each

150.00

240.00 13715.80 2057.37 15773.17 1577.32 1577.30


a.

b.

c.


15%

13715.80

say [x]


a.

b.

c.


10.00

Mtr

1070.00

10700.00 3210.00

0.37 0.97

Each Each

190.00 150.00

70.30 145.50

1.60

Each

150.00

240.00 14365.80 2154.87 16520.67 1652.07 1652.10

15%

14365.80

say [ xi ] PN - 16 Pipe, 160 mm OD (SDR -7.4) Details of cost for 10 metre

a.

b.

c.


10.00

Mtr

2255.00

22550.00 6765.00

0.58 1.54

Each Each

190.00 150.00

110.20 231.00

2.40

Each

150.00

360.00 30016.20 4502.43 34518.63 3451.86 3451.90

15%

30016.20

say

131

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.2.11 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 [i] a.

b.

c.

Details of cost of one connection Take 32 mm dia as an average size Materials 32 mm dia Galvanised mild steel Tee 32 mm dia Galvanised mild steel 5 mm nut Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

1 1

Each Each

53.35 12.00

53.35 12.00

0.33 0.33

Each Each

190.00 150.00

say

62.70 49.50 177.55 26.63 204.18 204.20

15%

177.55

[ ii ]

25mm diameter distribution branch Materials a. Galvanised mild steel Tee b. Galvanised mild steel 5 mm nut

1 1

Each Each

35.00 10.00

35.00 10.00

[ iii ] 40mm diameter distribution branch Materials a. Galvanised mild steel Tee b. Galvanised mild steel 5 mm nut

1 1

Each Each

69.30 15.00

69.30 15.00

3.2.12 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 [i] a.

b.

c.

[ ii ] a. b. [ iii ] a. b.

Details of cost of one connection Take 65 mm dia as an average size Materials 65 mm dia Galvanised mild steel Tee 65 mm dia Galvanised mild steel 5 mm nut Labour for laying Plumber Fitter(S) Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

1 1

Each Each

205.30 25.00

205.30 25.00

0.45 0.45

Each Each

190.00 150.00

say

85.50 67.50 383.30 57.50 440.80 440.80

15%

50mm diameter distribution branch Materials Galvanised mild steel Tee Galvanised mild steel 5 mm nut 80mm diameter distribution branch Materials Galvanised mild steel Tee Galvanised mild steel 5 mm nut

132

383.30

1 1

Each Each

110.50 20.00

110.50 20.00

1 1

Each Each

325.00 31.00

325.00 31.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.2.13 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. [i] a. b.

c.

10mm to 25mm bore Details for one ferrule Materials 15mm dia G.M ferrule cock as per IS:2692-1978 Labour for laying Plumber fitter (S) Helper to plumber/ fitter Male Worker Jointing materials (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

Materials 20mm dia G.M ferrule cock as per IS:2692 1978 25mm dia G.M ferrule cock as per IS:2692 1979 [ ii ] 32mm to 50mm bore Details for one ferrule Materials a. 32mm dia G.M ferrule cock as per IS:2692-1978 Labour for laying b. Plumber fitter (S) Helper to plumber/ fitter Male Worker Jointing materials (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

1

Each

440.00

440.00

0.25 0.50 0.50 17%

Each Each Each of

190.00 170.00 150.00 207.50

15%

of

682.78 say

47.50 85.00 75.00 35.28 682.78 102.42 785.20 785.20

1

Each

726.00

726.00

1

Each

1327.00

1327.00

1

Each

1500.00

1500.00

0.50 1.00 1.00 17%

Each Each Each of

190.00 170.00 150.00 415.00

15%

of

1985.55

95.00 170.00 150.00 70.55 1985.55 297.83 2283.38 2283.40

say

Materials 40mm dia G.M ferrule cock as per IS:2692-1978 1 Each 2000.00 2000.00 50mm dia G.M ferrule cock as per IS:2692-1978 1 Each 2500.00 2500.00 3.2.14 Fixing of Brass Screw-down Bib Cocks (Taps) polished bright conforming to IS:781-1995 of the following nominal sizes as per specification complete. [i] a.

b.

c.

15mm diameter Details for 10nos of Brass Screw Down Bib Cocks Materials 15mm dia Brass Screw-down Bib Cock = 10 nos Labour for laying Plumber fitter (S) Helper to plumber/ fitter Jointing materials (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 2,036.86 ÷ 10 =

10

Each

165.00

1650.00

0.33 0.33 2%

Each Each of

190.00 170.00 118.80

15%

of

1771.18

62.70 56.10 2.38 1771.18 265.68 2036.86 203.69 203.70

say 133

Sl No 1 [ ii ] [ iii ] [ iv ] [v] [ vi ] [ vii ] [ viii ]

Description 2

Quantity 3

Unit 4

20mm dia Brass Screw-down Bib Cock 25mm dia Brass Screw-down Bib Cock 15mm dia CP Brass Short Body Bib Cock 15mm dia CP Bib Cock Elbow Action 15mm dia CP Brass long body Bib Cock 15mm dia CP flange 15mm dia CP extension piece - 25mm long

1 1 1 1 1 1 1

Each Each Each Each Each Each Each

Rate (Rs) Amount (Rs) 5 6 215.00 270.00 520.00 761.00 638.00 40.00 80.00

215.00 270.00 520.00 761.00 638.00 40.00 80.00

3.2.15 Fixing of Brass Push Cock of following nominal sizes as per specification complete. [i] a. b.

c.

[ ii ]

15mm diameter Details for 10nos of Brass Push Cocks Materials 15mm dia Brass Push Cock = 10 nos Labour for laying Plumber fitter (S) Helper to plumber/ fitter Jointing materials a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 2,094.36 ÷ 10 =

Materials 20mm dia Brass Push Cock

10

Each

170.00

1700.00

0.33 0.33 2%

Each Each of

190.00 170.00 118.80

15%

of

1821.18

say

62.70 56.10 2.38 1821.18 273.18 2094.36 209.44 209.40

210.00

210.00

1

Each

3.2.16 Fixing of Brass Screw-down Stop Cocks conforming to IS:781-1995 of the following nominal sizes as per specification complete. [i] a. b.

c.

[ ii ] [ iii ] [ iv ] [v] [ vi ] [ vii ]

15mm diameter Details for 10 nos of Brass Screw Down Stop Cocks Materials 15mm dia Brass Screw-down Stop Cock = 10 no Labour for laying Plumber fitter (S) Helper to plumber/ fitter Jointing materials (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 2,108.64 ÷ 10 =

20mm dia Brass Screw-down Stop Cock 25mm dia Brass Screw-down Stop Cock 15mm dia CP Brass Stop Cock 15mm dia CP Brass Concealed Stop Cock 15mm dia CP Brass Angle Stop Cock 20mm dia CP Brass Concealed Stop Cock

10

Each

165.00

1650.00

0.50 0.50 2%

Each Each of

190.00 170.00 180.00

15%

of

1833.60

say

95.00 85.00 3.60 1833.60 275.04 2108.64 210.86 210.90

1 1 1 1 1 1

Each Each Each Each Each Each

215.00 270.00 480.00 600.00 480.00 640.00

215.00 270.00 480.00 600.00 480.00 640.00

10

Each

420.00

4200.00

[ viii ] 32mm diameter Details for 10 nos of Brass Screw-down Stop Cocks Materials a. 32mm dia Brass Screw-down Stop Cock = 10 nos 134

Description Sl No 2 1 Labour for laying b. Plumber fitter (S) Helper to plumber/ fitter Jointing materials a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 5,146.71 ÷ 10 =

Quantity 3

Unit 4

0.75 0.75 2%

Each Each of

190.00 170.00 270.00

15%

of

4475.40

[ v ] 40mm dia Brass Screw-down Stop Cock [ vi ] 50mm dia Brass Screw-down Stop Cock

1 1

Each Each


say

142.50 127.50 5.40 4475.40 671.31 5146.71 514.67 514.70

570.00 790.00

570.00 790.00

3.2.17 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. [i] a.

b.

c.

[ ii ]

15mm diameter Details for 10 nos of Brass or Gun Metal Full Way Valves Materials 15mm dia Brass or Gun Metal Full Way Valves = 10 nos 10 Labour for laying 0.50 Plumber fitter (S) 0.50 Helper to plumber/ fitter 2% Jointing materials (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per each is 3,316.14 ÷ 10 =

Each

270.00

2700.00

Each Each of

190.00 170.00 180.00

of

2883.60

say

95.00 85.00 3.60 2883.60 432.54 3316.14 331.61 331.60

20mm dia Brass or Gun Metal Full Way Valve 1

Each

360.00

360.00

1

Each

548.00

548.00

Each

820.00

8200.00

Each Each of

190.00 170.00 270.00

of

8475.40

say

142.50 127.50 5.40 8475.40 1271.31 9746.71 974.67 974.70

[ iii ] 25mm dia Brass or Gun Metal Full Way Valve

[ iv ] 32mm diameter Details for 10 nos of Brass or Gun Metal Full Way Valves Materials a. 32mm dia Brass or Gun Metal Full Way Valve = 10 nos 10 Labour for laying b. 0.75 Plumber fitter (S) 0.75 Helper to plumber/ fitter 2% Jointing materials (a+b) Add Contractor's Profit & Overhead charges 15% c. Total (a+b+c) Rate per each is 9,746.71 ÷ 10 =

[ v ] 40mm dia Brass or Gun Metal Full Way Valve 1

Each

1080.00

1080.00

1

Each

1640.00

1640.00

[ vi ] 50mm dia Brass or Gun Metal Full Way Valve

135

Description Sl No Quantity 2 1 3 [ vii ] 65mm diameter Details for 10 nos of Brass or Gun Metal Full Way Valves Materials a. 65mm dia Brass or Gun Metal Full Way Valve = 10 nos 10 Labour for laying b. 1.00 Plumber fitter (S) 1.00 Helper to plumber/ fitter 2% Jointing materials a+b 15% c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each is 32,047.28 ÷ 10 =

Unit 4


Each

2750.00

27500.00

Each Each of

190.00 170.00 360.00

of

27867.20

say

190.00 170.00 7.20 27867.20 4180.08 32047.28 3204.73 3204.70

[ viii ] 80mm dia Brass or Gun Metal Full Way Valve 1

Each

3700.00

3700.00

1

Each

7400.00

7400.00

[ ix ] 100mm dia Brass or Gun Metal Full Way Valve

3.2.18 Fixing of Brass Ball Valve (Horizontal plunger type) conforming to IS 1703-1977 as per specification complete [ A ] High pressure/Low pressure with copper or PVC floats of the following nominal bore

[i] a.

b.

c.

15mm dia nominal bore Details for one Ball Valve Materials 15mm dia nominal bore brass Ball Valve teflon brass ball & spindle (Horizontal plunger type) = 1 No 1 Each Labour for laying Plumber fitter (S) 0.125 Each Helper to plumber/fitter 0.125 Each 2% of Jointing materials (a+b) Add Contractor's Profit & Overhead charges 15% of Rate per each number

240.00

240.00

190.00 170.00 45.00

23.75 21.25 0.90 285.90 42.89 328.79 328.80

285.90 say

[ ii ]

20mm dia nominal bore brass Ball Valve teflon brass ball & spindle 1 Each 360.00 [ iii ] 25mm dia nominal bore brass Ball Valve teflon brass ball & spindle 1 Each 480.00 [ iv ] 32mm dia nominal bore Details for 1 No of Copper or PVC Ball Valve (Horizontal plunger type) Materials a. 32mm dia nominal bore brass Ball Valve teflon brass ball & spindle (Horizontal plunger type) = 1 No 1 Each 820.00 Labour for laying b. Plumber fitter (S) 0.25 Each 190.00 Helper to plumber/fitter 0.25 Each 170.00 2% of 90.00 Jointing materials (a+b) 15% of 911.80 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each number say 136

360.00 480.00

820.00 47.50 42.50 1.80 911.80 136.77 1048.57 1048.60

Sl No 1

Description 2

Quantity 3

Unit 4


[v]

40mm dia nominal bore brass Ball Valve teflon brass ball & spindle 1 Each 1040.00 [ vi ] 50mm dia nominal bore brass Ball Valve teflon brass ball & spindle 1 Each 1620.00

1040.00 1620.00

3.2.19 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 [i]

a.

b.

c.

25mm dia nominal bore Details for one number of Gun Metal Check or Non-return Valve Materials 25mm dia Gun Metal Check or Non-return Valve 1 Each Labour for laying Plumber fitter (S) 0.50 Each Helper to plumber/fitter 0.50 Each 2% of Jointing materials (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Rate per each number

32mm dia Gun Metal Check or Non-return Valve 1 [ iii ] 40mm dia Gun Metal Check or Non-return Valve 1 [ iv ] 50mm dia Gun Metal Check or Non-return Valve 1

330.00

330.00

190.00 170.00 180.00

say

95.00 85.00 3.60 513.60 77.04 590.64 590.60

Each

520.00

520.00

Each

680.00

680.00

Each

1050.00

1050.00

Each

1420.00

1420.00

Each Each of

190.00 170.00 360.00

of

1787.20 say

190.00 170.00 7.20 1787.20 268.08 2055.28 2055.30

Each

2030.00

2030.00

Each

2900.00

2900.00

513.60

[ ii ]

[v] a.

b.

c.

65mm dia nominal bore Details for one No of Gun Metal Check or Non-return valve Materials 65mm dia Gun Metal Check or Non-return Valve 1 Labour for laying Plumber fitter (S) 1.00 Helper to plumber/fitter 1.00 2% Jointing materials (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c)

[ vi ] 80mm dia Gun Metal Check or Non-return Valve 1 [ vii ] 100mm dia Gun Metal Check or Non-return Valve 1

137

Sl No 1

Description 2

Quantity 3

Unit 4


3.3 PLUMBING SOIL WASTE, VENTILATING PIPES & FITTINGS 3.3.1 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) [i] A

a.

b.

c.

75mm diameter Sand cast iron S&S pipe as per IS: 1729 Details of cost for 17.42 metres [(1.8mx10)(9x0.065m)= 17.415 m say 17.42m] Materials S.C.I. soil, waste and vent single socketed pipe 1.80 metres long: 75 mm dia Scaffolding Carriage of materials Labour charges Plumber fitter Helper to plumber Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 11,184.74 ÷ 17.42 =

10.50

Each

890.00

LS LS

120.29 60.17

0.35 0.17 0.7

Each Each Each

190.00 170.00 150.00

15%

of

9725.86

say B

a.

b.

c.

[ ii ] A

a.

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Details of cost for 16.92 metres [(1.75mx10)(9x0.065m) = 16.915 m say 16.92 m] Materials C.C.I. (spun) socketed soil, waste and vent pipe 10.50 Each 985.00 1.80 metres long: 75 mm dia Scaffolding LS Carriage of materials LS Labour charges Plumber fitter 0.35 Each 190.00 Helper to plumber 0.17 Each 170.00 Male worker 0.70 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 10723.36 Total (a+b+c) Rate per metre = 12,331.86 ÷ 16.92 = say 100mm diameter Sand cast iron S&S pipe as per IS: 1729 Details of cost for 17.37 metres [(1.8mx10)(9x0.07m) = 17.37 m] Materials S.C.I. soil, waste and vent single socketed pipe 1.80 metres lon : 100 mm dia Scaffolding Carriage of materials

138

10.50 LS LS

9345.00

Each

990.00

66.50 28.90 105.00 9725.86 1458.88 11184.74 642.06 642.10

10342.50 120.29 60.17 66.50 28.90 105.00 10723.36 1608.50 12331.86 728.83 728.80

10395.00 120.29 80.19

Description Sl No 2 1 b. Labour charges Plumber fitter Helper to plumber Male worker (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 12,460.80 ÷ 17.37 =

Quantity 3

Unit 4


0.42 0.21 0.83

Each Each Each

190.00 170.00 150.00

15%

of

10835.48

say B

a.

b.

c.

Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 Details of cost for 16.87 metres [(1.75mx10)(9x0.07m) = 16.87m] Materials C.C.I. (spun) socketed soil, waste and vent pipe 1.80 metres long: 100 mm dia 10.50 Each 1130.00 Scaffolding LS Carriage of materials LS Labour charges Plumber fitter 0.42 Each 190.00 Helper to plumber 0.21 Each 170.00 Male worker 0.83 Each 150.00 a+b Add Contractor's Profit & Overhead charges 15% of 12305.48 Total (a+b+c) Rate per metre = 14,151.30 ÷ 16.87 = say

79.80 35.70 124.50 10835.48 1625.32 12460.80 717.37 717.40

11865.00 120.29 80.19 79.80 35.70 124.50 12305.48 1845.82 14151.30 838.84 838.80

3.3.2 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 [i] a.

b.

c.

75mm diameter Details of cost for 6 metre Materials 75mm dia UPVC single socketed pipe (working ressure 4 k cm² 75mm dia UPVC pipe (working pressure 4 kg / cm²) Rubber (Seal) Ring Adhesive etc Scaffolding Labour charges Plumber fitter Helper to plumber Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 645.12 ÷ 6.00 =

6.00

pair

67.00

402.00

1 LS LS

Each

16.00

16.00 10.07 27.70

0.19 0.08 0.37

Each Each Each

190.00 170.00 150.00

15%

of

560.97

36.10 13.60 55.50 560.97 84.15 645.12 107.52 107.50

say

139

Description Sl No Quantity 2 1 3 [ ii ] 110mm diameter Data for 10metres of U-PVC SWR pipes a. Materials 110mm dia UPVC single socketed pipe (working pressure 4 kg / cm²) 6.00 110mm dia UPVC pipe (working pressure 4 kg / 1 cm²) Rubber (Seal) Ring Adhesive etc LS Scaffolding LS b. Labour charges Plumber fitter 0.23 Helper to plumber 0.11 Male worker 0.45 a+b c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 1,108.15 ÷ 6.00 =

Unit 4


pair

129.00

774.00

Each

20.00

20.00 12.01 27.70

Each Each Each

190.00 170.00 150.00

of

963.61

43.70 18.70 67.50 963.61 144.54 1108.15 184.69 184.70

say

3.3.3 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

oup er [i] a.

b. c.

a.

75mm Details of cost for 1coupler Materials UPVC coupler for UPVC drainage pipes 75mm 75mm dia UPVC pipe (working pressure 4 kg / cm²) Rubber (Seal) Ring Adhesive etc Carriage and fixing charges (a+b) Add Contractor's Profit & Overhead charges Cost per each Total (a+b+c)

1

Each

34.00

34.00

2 LS LS

Each

16.00

15%

of

84.02 say

32.00 4.07 13.95 84.02 12.60 96.62 96.60

Each

52.00

52.00

Each

20.00

of

112.15

40.00 4.07 16.08 112.15 16.82 128.97 129.00

110mm Details of cost for 1coupler Materials UPVC coupler for UPVC drainage pipes 110mm 1

b. c.

110mm dia UPVC pipe (working pressure 4 kg / 2 cm²) Rubber (Seal) Ring Adhesive etc LS Carriage and fixing charges LS a+b Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

say

140

Sl No 1

Description 2

Quantity 3

Unit 4


1

Each

50.00

50.00

2 LS LS

Each

16.00

of

100.02 say

32.00 4.07 13.95 100.02 15.00 115.02 115.00

Each

81.00

81.00

Each

20.00

of

141.15 say

40.00 4.07 16.08 141.15 21.17 162.32 162.30

Each

115.00

115.00

Each

16.00

of

179.03 say

48.00 16.03 179.03 26.85 205.88 205.90

Each

180.00

180.00

Each

20.00

of

260.07

60.00 20.07 260.07 39.01 299.08 299.10

Single pushfit Coupler [ iii ] 75mm Details of cost for 1coupler a. Materials UPVC pushfit coupler (single) 75 mm thick 75mm dia UPVC pipe (working pressure 4 kg / cm²) Rubber (Seal) Ring Adhesive etc b. Carriage and fixing charges c.

Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

[ iv ] 110mm Details of cost for 1coupler a. Materials UPVC pushfit coupler (single) 110 mm thick 1 110mm dia UPVC pipe (working pressure 4 kg / 2 cm² Rubber Seal Rin Adhesive etc LS b. Carriage and fixing charges LS (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

Single tee with door [ v ] 75x75x75 mm Details of cost for 1 tee a. Materials UPVC single equal Tee (with door) 75x75x75 m 1 75mm dia UPVC pipe (working pressure 4 kg / 3 cm² Rubber Seal Rin b. Adhesive, Carriage of material rubber washer etc LS (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

[ vi ] 110x110x110 mm Details of cost for 1 tee a. Materials UPVC single equal Tee (with door) 110x110x110 1 110mm dia UPVC pipe (working pressure 4 kg / 3 cm² Rubber Seal Rin b. Adhesive, Carriage of material rubber washer etc LS (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

say

141

Description 2

Sl No 1

Quantity 3

Unit 4


Single tee without door [ vii ] 75x75x75 mm Details of cost for 1 tee a. Materials UPVC single equal Tee (without door) 75x75x75 1 75mm dia UPVC pipe (working pressure 4 kg / 3 cm² Rubber Seal Rin b. Adhesive, Carriage of material rubber washer etc LS a+b c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

[ viii ] 110x110x110 mm Details of cost for 1 tee a. Materials UPVC single equal Tee (without door) 110x110x 110mm dia UPVC pipe (working pressure 4 kg / ² b. Adhesive, Carriage of material rubber washer etc c.

Each

95.00

95.00

Each

16.00

of

159.03 say

48.00 16.03 159.03 23.85 182.88 182.90

1

Each

128.00

128.00

3 LS

Each

20.00

of

208.07 say

60.00 20.07 208.07 31.21 239.28 239.30

Each

56.00

56.00

Each

16.00

of

90.02 say

16.00 4.07 13.95 90.02 13.50 103.52 103.50

Each

95.00

95.00

Each

20.00

of

135.15

20.00 4.07 16.08 135.15 20.27 155.42 155.40

Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

Bend 87.5° [ ix ] 75mm dia bend Details of cost for 1 bend a. Materials UPVC bend 87.5° 75 mm bend 1 75mm dia UPVC pipe (working pressure 4 kg / 1 ² Adhesive etc LS b. Carriage and fixing charges LS (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

[x] a.

b. c.

110mm dia bend Details of cost for 1 bend Materials UPVC bend 87.5° 110 mm bend 1 110mm dia UPVC pipe (working pressure 4 kg / 1 cm² Rubber Seal Rin Adhesive etc LS Carriage and fixing charges LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

say

142

Description 2

Sl No 1

Quantity 3

Unit 4


Shoe (Plain) [ xi ] 75 mm dia Shoe Details of cost for 1 shoe a. Materials UPVC plain shoe 75 mm bend 1 75mm dia UPVC pipe (working pressure 4 kg / 1 cm² Rubber Seal Rin Adhesive etc LS b. Carriage and fixing charges LS (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

[ xii ] 110 mm dia Shoe Details of cost for 1 shoe a. Materials UPVC plain shoe 110 mm bend 1 110mm dia UPVC pipe (working pressure 4 kg / 1 cm² Rubber Seal Rin Adhesive etc LS b. Carriage and fixing charges LS (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

Each

107.00

107.00

Each

16.00

of

141.02 say

16.00 4.07 13.95 141.02 21.15 162.17 162.20

Each

207.00

207.00

Each

20.00

of

247.15

20.00 4.07 16.08 247.15 37.07 284.22 284.20

say

3.3.4 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.

[i] a.

b.

c.

In Ground Floor 75mm diameter Details of cost for 17 joints Materials Spun Yarn Cement Sand, Bitumen etc Labour charges Plumber fitter Helper to plumber Male worker Curing & scaffolding etc (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per joint = 276.37 ÷ 17 =

1.09 0.08 LS

Kg Qntl

50.00 714.00

54.50 57.12 3.30

0.25 0.25 0.16 10%

Each Each Each of

190.00 170.00 150.00 114.00

15%

of

240.32

47.50 42.50 24.00 11.40 240.32 36.05 276.37 16.26 16.30

say [ ii ] a.

100mm diameter Details of cost for 17 joints Materials Spun Yarn Cement Sand, Bitumen etc

2.18 0.12 LS 143

Kg Qntl

50.00 714.00

109.00 85.68 6.60

Description Sl No 2 1 b. Labour charges Plumber fitter Helper to plumber Male worker Curing & scaffolding etc a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per joint = 554.05 ÷ 17 =

Quantity 3

Unit 4


0.50 0.50 0.50 10%

Each Each Each of

190.00 170.00 150.00 255.00

15%

of

481.78

say

95.00 85.00 75.00 25.50 481.78 72.27 554.05 32.59 32.60

3.3.5 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.

[i] a.

b.

c.

In Ground Floor 50mm diameter Details of cost for one joint Materials Pig lead spun yarn Kerosene oil, fuel and other sundries Carriage of materials Labour charges Plumber fitter Helper to plumber Male worker Scaffolding etc (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c)

0.77 0.06 LS LS

Kg Kg

150.00 50.00

115.50 3.00 10.07 2.13

0.04 0.05 0.05 10%

Each Each Each of

190.00 170.00 150.00 23.60

15%

of

156.66

7.60 8.50 7.50 2.36 156.66 23.50 180.16 180.20

say [ ii ] a.

b.

c.

75mm diameter Details of cost for one joint Materials Pig lead spun yarn Kerosene oil, fuel and other sundries Carriage of materials Labour charges Plumber fitter Helper to plumber Male worker Scaffolding etc (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c)

0.88 0.09 LS LS

Kg Kg

150.00 50.00

132.00 4.50 16.08 2.13

0.05 0.05 0.09 10%

Each Each Each of

190.00 170.00 150.00 31.50

15%

of

189.36

9.50 8.50 13.50 3.15 189.36 28.40 217.76 217.80

say [ iii ] 100mm diameter Details of cost for one joint a. Materials Pig lead spun yarn Kerosene oil, fuel and other sundries Carriage of materials

0.98 0.11 LS LS 144

Kg Kg

150.00 50.00

147.00 5.50 20.14 2.13

Description Sl No 2 1 b. Labour charges Plumber fitter Helper to plumber Male worker Scaffolding etc a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c)

Quantity 3

Unit 4


0.06 0.06 0.12 10%

Each Each Each of

190.00 170.00 150.00 39.60

15%

of

218.33 say

11.40 10.20 18.00 3.96 218.33 32.75 251.08 251.10

3.3.6 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. [i] a.

b.

c.

250mm to 375mm thick wall Details per each Materials Cement Sand Bricks Labour charges Mason 1/10 Male Mulia 1/5 a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

0.02 LS 9

Qntl

714.00

1000

4950.00

0.10 0.20

Each Each

190.00 150.00

15%

of

107.96 say

[ ii ] a.

b.

375mm to 500mm thick wall Details per each Materials Cement Sand Bricks Labour charges Mason 1/8 Male Mulia 1/4 a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

14.28 0.13 44.55 19.00 30.00 107.96 16.19 124.15 124.20

0.025 LS 12

Qntl

714.00

17.85 0.14 59.40

1000

4950.00

0.125 0.25

Each Each

190.00 150.00

0.015 LS LS

Qntl

714.00

10.71 0.09 2.42

0.125

Each

190.00

23.75

0.10 0.10

Each Each

190.00 150.00

15%

of

70.97

19.00 15.00 70.97 10.65 81.62 81.60

23.75 37.50 138.64 c. 15% of 138.64 20.80 159.44 say 159.40 3.3.7 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.

a.

b.

c.

Details per each Materials Cement Sand Chips Labour charges for cutting and aligning Plumber fitter 1/8 Labour for redoing Mason 1/10 Male worker 1/10 (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

say 145

Sl No 1

Description 2

Quantity 3

Unit 4


3.3.8 Cutting of R.C.C chajja for taking S.C.I/PVC/C.C.I pipes including mending good the damages etc all complete.

a.

b.

c.

Details per each Materials Cement Sand Chips Labour charges for cutting and aligning Plumber fitter Labour for redoing Mason Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per each

0.01 LS LS

Qntl

714.00

7.14 0.04 1.45

I/15

Each

190.00

12.67

I/12 I/12

Each Each

190.00 150.00

15%

of

49.63

15.83 12.50 49.63 7.44 57.07 57.10

say

3.3.9 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. [i] a.

b.

c.

[ ii ] a.

b.

c.

75mm diameter Details of cost for 1.828 metre Materials K.B. Bricks having crushing strength not less than 75kg/cm² Cement Sand Labour for redoing Mason Man Mulia a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 161.59 ÷ 1.828 =

100mm diameter Details of cost for 1.828 metre Materials K.B. Bricks having crushing strength not less than 75kg/cm² Cement Sand Labour for redoing Mason Man Mulia (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 369.44 ÷ 1.828 =

7

1000

4950.00

34.65

0.0875 LS

Qntl

714.00

62.48 0.88

0.125 0.125

Each Each

190.00 150.00

15%

of

140.51

say

23.75 18.75 140.51 21.08 161.59 88.40 88.40

21

1000

4950.00

103.95

0.13

Qntl

714.00

92.82 1.98

0.25 0.50

Each Each

190.00 150.00

15%

of

321.25

47.50 75.00 321.25 48.19 369.44 202.10 202.10

say

146

Description 2

Sl No 1

Quantity 3

Unit 4


3.4 SANITARY INSTALLATIONS 3.4.1 Fixing water closet, squatting pan (Indian type W.C pan) conforming to IS 2556 : Part 32004 duly embedded in cement concrete (1:4:8) using hard granite metal 4cm nominal size all complete as per specification [i] a.

b.

c.

[ ii ] [ iii ] [ iv ] [v]

White Glazed vitreous china Squatting Pan - Long pattern size 580 mm Details of cost for one number Materials 580mm size vitreous china water closet squatting pan (Indian type) squatting pan 1 Each 340.00 Cement for 0.12cum cement concrete 0.206 Qntl 714.00 Sand 0.058 Cum 46.00 Metal 0.115 Cum 682.00 Labour charges Plumber fitter/Mason 0.50 Each 190.00 Male worker (unskilled) 0.50 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 738.18 Total (a+b+c) Cost per each say

95.00 75.00 738.18 110.73 848.91 848.90

580 mm x 440mm size white glazed Vitreous China Orissa Pattern squatting pan 500 mm x 440mm size white glazed Vitreous China Orissa Pattern squatting pan 580 mm x 440mm size coloured glazed Vitreous China Orissa Pattern squatting pan Salem Stainless steel AISI - 304 (18/8) Orrisa pattern W.C. pan

1525.00 1250.00 2365.00 3630.00

340.00 147.08 2.67 78.43

3.4.2 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

a.

b.

c.

Details of cost for one number Materials 250mm x 130mm x 30mm foot rest Cement, sand including carriage of materials Labour charges Plumber a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 L.S

pair

90.00

90.00 12.01

0.06

Each

190.00

15%

of

113.41

11.40 113.41 17.01 130.42 130.40

say

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.

a. b. c.

Details of cost for one number Rate same as per item No. 3.2.2 [ ii ] [Excluding sundries, CP&OHC) 100mm dia SCI 'P' trap 1 Each (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c)

Cost per each

147

263.00 291.34 say

28.34 263.00 291.34 43.70 335.04 335.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.4.4 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) [i] a.

b.

c.

White Vitreous China Wash Down Water Closet (EWC) Details of cost for one number Materials White Vitreous China EWC Pattern with 'P' trap 1 Each C.P screws,washers and wooden plugs, White cement finish on cement mortar joint etc L.S Jointing trap with soil pipe (Rate same as item No 3.2.2 [ii] [Excluding sundries, CP&OHC) Carriage of materials L.S Labour charges Plumber (fitter)/Mason 0.50 Each Male worker (unskilled) 0.50 Each (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per each

1225.00

19.95 28.34 20.14 190.00 150.00 1463.43 say

[ ii ] [ iii ] [ iv ] [v] [ vi ]

1225.00

White Vitreous China EWC Pattern with 'S' trap Coloured Pedestal type W.C. pan 580x440 mm (European type) "P'/'S'trap Anglo Indian W.C with 'P'/S''trap plain Anglo Indian W.C with 'P'/S''trap plain coloured Wall mounted water closet

95.00 75.00 1463.43 219.51 1682.94 1682.90 1225.00 1755.00 2885.00 4110.00 4548.00

3.4.5 Fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers all complete as per specification. [i]

a. b.

c.

White Plastic Seat & Cover Details of cost for one set Materials White Plastic Seat & Cover with CP brass hinges and rubber buffers 1 Each 310.00 Labour charges Fixing charges including sundries, tools and plant and carriage of tools and plant L.S a+b Add Contractor's Profit & Overhead charges 15% of 329.95

Total (a+b+c) Cost per each [ ii ] Black Plastic Seat & Cover with CP brass hinges and rubber buffers 1 Each [ iii ] Cloured (other than black & white ) solid plastic seat with lid 1 Each

310.00

say

19.95 329.95 49.49 379.44 379.40

293.00

293.00

475.00

475.00

3.4.6 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. A a.

10 litre capacity - White Details of cost for one no Materials Flushing Cistern P.V.C. 10 litre capacity (low level ) (White) ( with fittings, accessories and flush pipe) 1 Each 1195.00 Carriage of materials LS 148

1195.00 7.75

Description Sl No Quantity Unit 2 1 3 4 b. Labour charges (Considering 1 fitter and 1 beldar can fix 8 cisterns in one day) Plumber fitter/Mason 0.125 Each Male worker (unskilled) 0.125 Each a+b c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) B a.

b.

c.

Cost per each


190.00 150.00 1245.25 say

10 litre capacity - coloured Details of cost for one no Materials Flushing Cistern P.V.C. 10 litre capacity (low level ) (Coloured) ( with fittings, accessories and flush pipe) 1 Each 1365.00 Carriage of materials LS Labour charges (Considering 1 fitter and 1 beldar can fix 8 cisterns in one day) Plumber fitter/Mason 0.125 Each 190.00 Male worker (unskilled) 0.125 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 1417.96 Total (a+b+c)

Cost per each

say

23.75 18.75 1245.25 186.79 1432.04 1432.00

1365.00 10.46

23.75 18.75 1417.96 212.69 1630.65 1630.70

3.4.7 Providing and fixing controlled flush, low level cistern made of vitreous china conforming to IS 774-2004 with all fittings complete. [i] a.

b.

c.

10 litre (full flush) capacity-white Details of cost for one number Materials White Vitreous china 10 litre (full flush) capacity controlled low level flushing cistern with all fittings 1 Each 1275.00 Carriage of materials LS Labour charges Plumber fitter/Mason 0.50 Each 190.00 Male worker (unskilled) 0.50 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 1465.14 Total (a+b+c)

[ ii ] a.

b.

c.

Cost per each

say

10 litre (full flush) capacity-coloured Details of cost for one number Materials Coloured Vitreous china 10 litre (full flush) capacity controlled low level flushing cistern with all fittings 1 Each 1400.00 Carriage of materials LS Labour charges Plumber fitter/Mason 0.50 Each 190.00 Male worker (unskilled) 0.50 Each 150.00 (a+b) Add Contractor's Profit & Overhead charges 15% of 1590.14 Total (a+b+c)

Cost per each

149

say

1275.00 20.14 95.00 75.00 1465.14 219.77 1684.91 1684.90

1400.00 20.14 95.00 75.00 1590.14 238.52 1828.66 1828.70

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.4.8 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. [ i ] Vitreous China - Flat Back Urinal of 430mm x260mm x350mm size Details of cost for one number a. Materials Vitreous China - Flat Back Urinal of 430mm x260mm x350mm size 1 Each 805.00 Carriage of materials L.S b. Labour charges Plumber fitter 0.38 Each 190.00 Male worker (unskilled) 0.38 Each 150.00 (a+b) c. Add Contractor's Profit & Overhead charges 15% of 948.34 Total (a+b+c)

Cost per each

say

[ ii ] [ iii ] [ iv ] [v]

White vitreous china clay half stall urinal flat back 580x380x350 mm Angle back 450x375x350 mm with waste fittings as per IS : 2556 White Vetrious China Waterless Urinal White vitreous china battery based/AC infrared sensor operated urinal of approx. size 610 x 390 x 370 mm [ vi ] 15mm dia CP urinal spreader

805.00 14.14 72.20 57.00 948.34 142.25 1090.59 1090.60 2845.00 1440.00 13208.00 12592.75 250.00

3.4.9 Fixing glazed earthenware squatting plate of size 600mm x 350mm conforming to IS:2556Part-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 complete as per specification. [i] a.

b.

c.

One-seated Urinal 1m x 0.50m x 0.15m size Details of cost for one number Materials Vitreous china squatting plate urinal Cement, sand and grit etc Carriage of materials Labour charges Plumber fitter Mason Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges Total (a+b+c)

1 L.S L.S

Each

740.00

740.00 16.08 19.95

0.50 0.50 1.00

Each Each Each

190.00 190.00 150.00

15%

of

1116.03

95.00 95.00 150.00 1116.03 167.40 1283.43 1283.40

Cost per each

say

3.4.10 Fixing PVC automatic flushing cistern including cutting holes and making good the same all complete as per specification. [i] a.

b.

P.V.C. automatic flushing cistern 5 litre Details of cost for one number Materials P.V.C. automatic flushing cistern 5 litre Cement, Sand, Wooden plugs etc Labour charges Plumber fitter Mason 150

1 L.S

Each

490.00

490.00 28.60

0.37 0.37

Each Each

190.00 190.00

70.30 70.30

Sl No 1

c.

[ ii ]

Description 2 Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges

Quantity 3 0.68

Unit 4 Each

15%

of

Total (a+b+c) Cost per each P.V.C. automatic flushing cistern 10 litre

Rate (Rs) Amount (Rs) 5 6 150.00 102.00 761.20 761.20 114.18 875.38 say 875.40 530.00

3.4.11 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. [ i ] Vitreous china flat back wash basin 550x400 mm Details of cost for one number a. Materials Vitreous china flat back wash basin 550x400 mm 1 C.I. bracket for wash basin and sinks 1 Lead, paint , yarn , cement , sand , wooden plugs , screws e b. Labour charges Plumber fitter 0.33 Mason 0.33 Male worker (unskilled) 0.67 (a+b) c. Add Contractor's Profit & Overhead charges 15% Total (a+b+c) [ ii ] [ iii ] [ iv ] v vi vii viii ix x xi

Each Pair L.S

990.00 53.00

990.00 53.00 24.02

Each Each Each

190.00 190.00 150.00

of

1292.92

62.70 62.70 100.50 1292.92 193.94 1486.86 1486.90

Cost per each

say

Vitreous china flat back wash basin 640x510 mm Vitreous china angle back wash basin 600x480 mm Vitreous china angle back wash basin 400x400 mm Vitreous china flat back wash basin 450x300 mm Vitreous china Surgeon type wash basin of size 660x460 mm Salem Stainless steel AISI - 304 (18/8) Round basin 405mm X 355 mm Salem Stainless steel AISI - 304 (18/8) Wash basin 530mm X 345 mm Vitreous china flat back wash basin 550x400 mm coloured 450mm dia round basin Counter top basin 560 x 455 mm size

2500.00 1200.00 950.00 685.00 995.00 1690.00 1470.00 1410.00 1640.00 1590.00

3.4.12 Fixing pedestal for wash basin complete recessed at the back for the reception of pipes and fittin s [ i ] Vitreous china pedestal for wash basin Details of cost for one number a. Materials Vitreous china pedestal for wash basin White cement mortar and screws b. Carriage of materials and fixing charges (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c)

Cost per each

Vitreous china pedestal for wash basin coloured

151

1 L.S L.S

Each

975.00

15%

of

1095.29 say

975.00 60.05 60.24 1095.29 164.29 1259.58 1259.60 1390.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.4.13 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 er s ecification. [i] a.

b.

c.

Fire clay kitchen sink: 600x450x250 mm Details of cost for one number Materials Fire clay kitchen sink: 600x450x250 mm C I or M S bracket Red lead, white lead and gasket Cement, sand and grit etc Painting of brackets etc Carriage of materials Labour charges for fixing sink Plumber fitter Mason Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 1

Each Pair L.S L.S L.S L.S

1350.00 53.00

1350.00 53.00 24.02 19.95 40.10 20.14

0.22 0.33 0.56

Each Each Each

190.00 190.00 150.00

15%

of

1695.71

41.80 62.70 84.00 1695.71 254.36 1950.07 1950.10

say [ ii ] White vitreous china laboratory sink 450x300x150 mm [ iii ] White vitreous china laboratory sink 600x450x200 mm

820.00 1525.00

3.4.14 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 makin ood the walls wherever re uired A Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 250 mm

a.

b.

c.

Details of cost for one number Materials Stainless steel kitchen sink - with drain board 510x1040 mm bowl de th 250 mm C I or M S bracket Cement, sand and grit etc Painting of brackets etc Carriage of materials Labour charges for fixing sink Plumber fitter Mason Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 2

Each Pair L.S L.S L.S

5150.00 53.00

5150.00 106.00 40.29 40.10 20.14

0.22 0.60 0.82

Each Each Each

190.00 190.00 150.00

15%

of

5635.33

41.80 114.00 123.00 5635.33 845.30 6480.63 6480.60

say [ ii ] Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 225 mm [ iii ] Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 200 mm [ iv ] Stainless steel kitchen sink - with drain board 510x1040 mm bowl depth 178 mm

152

4900.00 4200.00 2900.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 B Stainless steel kitchen sink - without drain board 610x510 mm bowl depth 200 mm Details of cost for one number a. Materials Stainless steel kitchen sink - without drain 1 Each 2950.00 2950.00 board 610x510 mm bowl de th 200 mm C I or M S bracket 1 Pair 53.00 53.00 Cement, sand and grit etc L.S 20.14 Painting of brackets etc L.S 40.10 Carriage of materials L.S 20.14 b. Labour charges for fixing sink Plumber fitter 0.22 Each 190.00 41.80 Mason 0.33 Each 190.00 62.70 Male worker (unskilled) 0.56 Each 150.00 84.00 3271.88 (a+b) c. Add Contractor's Profit & Overhead charges 15% of 3271.88 490.78 Total (a+b+c) Cost per each 3762.66 say 3762.70 [ ii ] Stainless steel kitchen sink - without drain board 610x510 mm bowl depth 200 mm [ iii ] Stainless steel kitchen sink - without drain board 610x460 mm bowl depth 200 mm [ iv ] Stainless steel kitchen sink - with drain board 470x420 mm bowl depth 178 mm

2950.00 2750.00 2050.00

3.4.15 Providing and fixing draining board with C.I. brackets including painting of brackets,cutting and makin ood the walls wherever re uired White glazed fire clay draining board of size 600x450x25 mm Details of cost for one number a. Materials White glazed fire clay draining board of size 600x450x25 mm 1 Each 525.00 525.00 C I or M S bracket 1 Pair 53.00 53.00 Cement, sand and grit etc L.S 19.95 Painting of brackets etc L.S 38.74 Carriage of materials L.S 11.62 b. Labour charges for fixing sink Plumber fitter 0.06 Each 190.00 11.40 Mason 0.17 Each 190.00 32.30 Male worker (unskilled) 0.22 Each 150.00 33.00 725.01 (a+b) c. Add Contractor's Profit & Overhead charges 15% of 725.01 108.75 Total (a+b+c) Cost per each 833.76 say 833.80 3.4.16 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. [i] a.

Overall white vitreous enamelled sheet steel bath tub of 1700mmx700mmx440mm size Details of cost for one number Materials White vitreous enamelled sheet steel bath tub with a pair of detachable feet 1 Each 11300.00 11300.00

153

Description Sl No 2 1 b. Labour charges Plumber fitter Male worker (unskilled) a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

Quantity 3

Unit 4


0.50 1.00

Each Each

190.00 150.00

15%

of

11545.00 say

95.00 150.00 11545.00 1731.75 13276.75 13276.80

3.4.17 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. [i] A a.

b.

c.

100mm inlet and 100mm outlet Centrifugally cast (spun) iron S&S as per IS: 3989 Details of cost for one number Materials Centrifugally cast (spun) iron S&S 100 mm inlet and 100 mm outlet 1 Each Cement, sand, grit etc LS Carriage of materials LS Labour charges Mason 0.50 Each Male worker (unskilled) 0.50 Each (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per each

392.00

392.00 20.14 4.07

190.00 150.00

95.00 75.00 586.21 87.93 674.14 674.10

586.21 say

B a.

b.

c.

Sand Cast Iron S&S as per IS: 1729 Details of cost for one number Materials 100 mm S.C.I. trap with 100 mm inlet and 100 mm outlet 1 Cement, sand, grit etc LS Carriage of materials LS Labour charges Mason 0.50 Male worker (unskilled) 0.50 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

Each

263.00

263.00 20.14 4.07

Each Each

190.00 150.00

of

457.21

95.00 75.00 457.21 68.58 525.79 525.80

say [ ii ] A a.

b.

100mm inlet and 75mm outlet Centrifugally cast (spun) iron S&S as per IS: 3989 Details of cost for one number Materials Centrifugally cast (spun) iron S&S 100 mm inlet and 75 mm outlet 1 Each Cement, sand, grit etc LS Carriage of materials LS Labour charges Mason 0.50 Each Male worker (unskilled) 0.50 Each (a+b) 154

424.00

424.00 20.14 4.07

190.00 150.00

95.00 75.00 618.21

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

Quantity 3 15%

Sand Cast Iron S&S as per IS: 1729 Details of cost for one number Materials 100 mm S.C.I. trap with 100 mm inlet and 75 mm outlet 1 Cement, sand, grit etc LS Carriage of materials LS Labour charges Mason 0.50 Male worker (unskilled) 0.50 a+b Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

B a.

b.

c.

Unit 4 of

Rate (Rs) Amount (Rs) 5 6 618.21 92.73 710.94 say 710.90

Each

198.00

198.00 20.14 4.07

Each Each

190.00 150.00

of

392.21

95.00 75.00 392.21 58.83 451.04 451.00

say

3.4.18 Fixing Chromium Plated brass chain 50cm long and rubber plug for sink or wash basin complete as per specification [i]

C.P.brass chain with 32 mm dia rubber plug Details of cost for one number Materials C.P.brass chain with 32 mm dia rubber plug Carriage of materials and fixing charges (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

a. b. c.

1 L.S

Each

26.00

15%

of

38.01 say

C.P.brass chain with 40 mm dia rubber plug

26.00 12.01 38.01 5.70 43.71 43.70 27.00

3.4.19 Fixing Chromium Plated brass trap of the following nominal diameter for wash basin and sink as er s ecification [i]

32mm diameter Details of cost for one number Materials a. 32mm dia CP brass trap b. Carriage of materials and fixing charges (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 L.S

Each

100.00

15%

of

112.01 say

[ ii ]

40mm dia CP brass trap

100.00 12.01 112.01 16.80 128.81 128.80 125.00

3.4.20 Fixing PVC waste pipe of following nominal diameter for wash basin or sink including brass check nut complete as per specification [i]

32mm dia Details of cost for one number a. Materials Semi 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 21.00 155

21.00

Description Sl No 2 1 b. Carriage of materials and fixing charges a+b c. Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

Quantity 3 L.S

Unit 4

15%

of

Rate (Rs) Amount (Rs) 5 6 30.22 51.22 51.22 7.68 58.90 say 58.90

[ 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 [ 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 [ 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

27.00 26.00 28.00

3.4.21 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 [i]

a. b. c.

[ ii ] [ iii ] [ iv ] [v]

15mm diameter Details of cost for one number Materials 15mm dia CP pillar cock Carriage of materials and fixing charges a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

15mm 15mm 15mm 15mm

dia dia dia dia

CP CP CP CP

pillar cock long neck pillar cock elbow action basin mixer wall mixer

1 L.S

Each

540.00

15%

of

554.14

1 1 1 1

Each Each Each Each

say

540.00 14.14 554.14 83.12 637.26 637.30

580.00 765.00 1600.00 1750.00

580.00 765.00 1600.00 1750.00

3.4.22 Fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin complete as per specification [i]

a. b. c.

[ i i] [i] [i]

15mm diameter Details of cost for one number Materials Unplasticised P.V.C. connection pipe with brass union 30 cm long 15 mm bore 1 Each 26.00 Carriage of materials and fixing charges L.S a+b Add Contractor's Profit & Overhead charges 15% of 44.21 Total (a+b+c) Cost per each say

26.00 18.21 44.21 6.63 50.84 50.80

Unplasticised P.V.C. connection pipe with brass union 30 cm long 20 mm bore Unplasticised P.V.C. connection pipe with brass union 45 cm long 15 mm bore Unplasticised P.V.C. connection pipe with brass union 45 cm long 20 mm bore

33.00 33.00 43.00

156

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.4.23 Fixing Chromium Plated brass waste of the following nominal diameter for wash basin and sink as per specification [i]

a. b. c.

32mm diameter Details of cost for one number Materials 32mm dia CP Brass waste Carriage of materials and fixing charges (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 L.S

Each

55.00

15%

of

57.71 say

[ ii ]

40mm dia CP Brass waste

55.00 2.71 57.71 8.66 66.37 66.40 62.00

3.4.24 Fixing Chromium Plated Brass Shower rose with 15mm or 20mm inlet including polishing all complete as per specification. [i] a.

b.

c.

100mm diameter Details of cost for one shower Materials Shower rose C.P. brass for 15 to 20 mm inlet 100 mm dia 1 Labour charges Plumber fitter (S) 0.07 Helper to plumber 0.07 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

Each

40.00

40.00

Each Each

190.00 170.00

of

65.20

13.30 11.90 65.20 9.78 74.98 75.00

say [ ii ] [ iii ] [ iv ] [v] [ vi ]

Shower rose C.P. brass for 15 to 20 mm inlet 150 mm dia 15mm dia CP revbolving shower 15mm dia CP telephonic shower 15mm x 150mm long size CP shower arm 15mm x 225mm long size CP shower arm

55.00 315.00 500.00 150.00 180.00

3.4.25 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. [i] a.

b.

c.

CP Toilet paper holder Details of cost for one number Materials CP Toilet paper holder 25mm CP screws Wooden plugs ( specified size ) Cement,sand and chips Labour charges Carpenter Male worker (unskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 2 2 L.S

Each 100 nos Each

115.00 112.00 17.40

115.00 2.24 34.80 6.39

0.12 0.12

Each Each

190.00 150.00

15%

of

199.23

22.80 18.00 199.23 29.88 229.11 229.10

say [ ii ]

Vitreous china toilet paper holder of standard size 157

118.00

Sl No 1

Description 2

Quantity 3

Unit 4


3.4.26 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 com lete as er s ecification. [i] a.

b.

c.

600mm x 450mm bevelled edge mirror Details of cost for one number Materials 600mm x 450mm bevelled edge mirror Hard board 6 mm thick 600x450 mm 25mm CP screws Wooden cleats Cement,sand and chips & carriage of materials Labour charges Carpenter Male worker a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 0.27 4 4 L.S

Each Sqm 100 nos Each

290.00 170.00 112.00 17.40

290.00 45.90 4.48 69.60 8.33

0.33 0.33

Each Each

190.00 150.00

15%

of

530.51

62.70 49.50 530.51 79.58 610.09 610.10

say [ ii ] a.

b.

c.

Circular shape 450 mm dia Details of cost for one number Materials Circular shape 450 mm dia Mirror with Plastic m Hard board 6 mm thick 25mm CP screws Rawl plug 50 mm (designation 10 nos) Cement,sand and chips & carriage of materials Labour charges Carpenter Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 0.22 2 2 L.S

Each Sqm 100 nos Each

390.00 170.00 112.00 10.00

390.00 37.40 2.24 20.00 8.33

0.33 0.33

Each Each

190.00 150.00

15%

of

570.17

62.70 49.50 570.17 85.53 655.70 655.70

say [ iii ] Rectangular shape 453x357 mm Details of cost for one number a. Materials Rectangular shape 453x357 mm Mirror with Plastic moulded frame 1 Each Hard board 6 mm thick 0.18 Sqm 25mm CP screws 4 100 nos Rawl plug 50 mm (designation 10 nos) 4 Each Cement,sand and chips & carriage of materials L.S b. Labour charges Carpenter 0.33 Each Male worker 0.33 Each (a+b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per each

260.00 170.00 112.00 10.00

260.00 30.60 4.48 40.00 8.33

190.00 150.00

62.70 49.50 455.61 68.34 523.95 524.00

455.61 say

158

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ iv ] Oval shape 450x350 mm (outer dimensions) Details of cost for one number a. Materials Oval shape 450x350 mm (outer dimensions) Mirror with Plastic moulded frame 1 Each 300.00 300.00 Hard board 6 mm thick 0.17 Sqm 170.00 28.90 25mm CP screws 4 100 nos 112.00 4.48 Rawl plug 50 mm (designation 10 nos) 4 Each 10.00 40.00 Cement,sand and chips & carriage of materials L.S 8.33 b. Labour charges Carpenter 0.33 Each 190.00 62.70 Male worker 0.33 Each 150.00 49.50 493.91 a+b c. Add Contractor's Profit & Overhead charges 15% of 493.91 74.09 Total (a+b+c) Cost per each 568.00 say 568.00 [v] a.

b.

c.

Rectangular shape 1500x450 mm Details of cost for one number Materials Rectangular shape 1500x450 mm Mirror with Plastic moulded frame 1 Each Hard board 6 mm thick 0.74 Sqm 25mm CP screws 6 100 nos Rawl plug 50 mm (designation 10 nos) 6 Each Cement,sand and chips & carriage of materials L.S Labour charges Carpenter 0.33 Each Male worker 0.33 Each (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per each

670.00 170.00 112.00 10.00

670.00 125.80 6.72 60.00 8.33

190.00 150.00

62.70 49.50 983.05 147.46 1130.51 1130.50

983.05 say

3.4.27 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. [i] a.

b.

c.

Fixing of Glass Shelf Details of cost for one number Materials 600x120 mm glass shelf with anodised aluminium angle frame, C.P. brass brackets and guard rail of standard size 1 Each Rawl plug 50 mm (designation 10 nos) 2 Each 25mm CP screws 4 100 nos Cement,sand and chips & carriage of materials L.S Labour charges Carpenter 0.25 Each Male worker (unskilled) 0.25 Each (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per each

130.00 10.00 112.00

130.00 20.00 4.48 6.20

190.00 150.00

47.50 37.50 245.68 36.85 282.53 282.50

245.68 say

159

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.4.28 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. [i] a.

b.

c.

Chromium Plated brass towel rail Details of cost for one number Materials 25mmx600mm long CP towel rail 25mm CP screws Wooden plugs ( specified size ) Cement,sand and chips Labour charges Carpenter Male worker (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 6 2 L.S

Each 100 nos Each

700.00 112.00 17.40

700.00 6.72 34.80 6.20

0.17 0.17

Each Each

190.00 150.00

15%

of

805.52

32.30 25.50 805.52 120.83 926.35 926.40

say [ ii ]

20mmx600mm long CP towel rail

670.00

3.4.29 Fixing standard sized Chromium Plated brass towel ring fixed to wooden plugs with Chromium Plated brass screws, complete as per specification. [i] a. b. c.

Chromium Plated brass towel ring Details of cost for one number Materials Chromium Plated brass towel ring Carriage of materials and fixing charges (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 L.S

Each

400.00

15%

of

430.22 say

400.00 30.22 430.22 64.53 494.75 494.80

3.4.30 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 lu s with Chromium Plated brass screws as er s ecification. a.

b.

c.

Details of cost for one number Materials Liquid Soap Container 25mm CP screws Wooden plugs ( specified size ) Cement,sand and chips Labour charges Carpenter Male worker (unskilled) a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each

1 2 2 L.S

Each 100 nos Each

145.00 112.00 17.40

145.00 2.24 34.80 6.20

0.12 0.12

Each Each

190.00 150.00

15%

of

229.04

22.80 18.00 229.04 34.36 263.40 263.40 90.00 90.00 225.00

say [ ii ] CP soap holder [ iii ] CP tooth brush holder [ iv ] CP double coat hook 160

Sl No 1

Description 2

Quantity 3

Unit 4


3.4.31 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 [i] a.

b.

Fixing of Earthenware Channel Details of cost for one piece of 600mm length Materials 100mm half round porcelain channel of 600mm length 1 Granite chips(12mm nominal size) 0.028 Sand 0.014 Cement 0.07 White cement 0.45 Labour charges Mason 0.50 Male worker (unskilled) 0.50 Tile cutter (unskilled) 0.125 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Cost per each

Each Cum Cum Qntl Kg

210.00 1001.00 46.00 714.00 17.50

Each Each Each

190.00 150.00 150.00

210.00 28.03 0.64 49.98 7.88

95.00 75.00 18.75 485.28 c. of 485.28 72.79 558.07 say 558.10 3.4.32 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 [ i ] Agaria Marble Stone Details of cost for one No or 0.375 sqm a. Materials Agaria Marble Stone 1 x 0.75 x0.50 = 0.375 sqm Add wastage @ 20% = 0.075 sqm Total = 0.45sqm Table rubbed polished stone 18 mm thick (75x50cm) Agaria Marble stone - 18 mm thick 0.45 Each 1630.00 733.50 Cement concrete 1:2:4 for filling LS 32.15 Labour for fixing, edge rounding and final polishi LS 64.31 b. 829.96 (a+b) c. Add Contractor's Profit & Overhead charges 15% of 829.96 124.49 Total (a+b+c) Cost of 0.375 sqm 954.45 Cost of 1 sqm 2545.20 say 2545.20 [ ii ] Granite Stone of approved shade Details of cost for one No or 0.375 sqm a. Materials Granite Stone 1 x 0.75 x0.50 = 0.375 sqm Add wastage @ 20% = 0.075 sqm Total = 0.45sqm Table rubbed polished stone 18 mm thick (75x50cm) Granite Stone - 18 mm thick 0.45 Each 1825.00 821.25 Cement concrete 1:2:4 for filling LS 32.15 Labour for fixing, edge rounding and final polishi LS 64.31 b. 917.71 (a+b) c. Add Contractor's Profit & Overhead charges 15% of 917.71 137.66 Total (a+b+c) Cost of 0.375 sqm 1055.37 Cost of 1 sqm 2814.32 say 2814.30 161

Description 2

Sl No 1

Quantity 3

Unit 4


0.50 0.50

Each Each

205.00 150.00

15%

of

177.50

3.5 PAINTING 3.5.1 Priming 1 coat with any approved primer Data for 9.30sqm a. Labour Painter special Man mulia for preparing the surface b. Add Contractor's Profit & Overhead charges Total (a+b) Rate per sqm = 204.13 ÷ 9.30 =

say

102.50 75.00 177.50 26.63 204.13 21.95 22.00

3.5.2 Painting 2 coat with any approved paint on new wood work/iron work all complete as per specification. Data for 9.30sqm a. Labour Painter special Man Mulia Man mulia for preparation of surface b. Add Contractor's Profit & Overhead charges Total (a+b) Rate per sqm = 484.44 ÷ 9.30 =

1.25 1.00 0.10

Each Each Each

205.00 150.00 150.00

15%

of

421.25

say

256.25 150.00 15.00 421.25 63.19 484.44 52.09 52.10

3.5.3 Coaltaring 1 coat with Coal tar paint all complete as per specification. Data for 9.30sqm a. Labour Man Mulia b. Add Contractor's Profit & Overhead charges Total (a+b) Rate per sqm = 172.50 ÷ 9.30 =

1.00 15%

Each of

150.00 150.00

say

150.00 22.50 172.50 18.55 18.60

3.5.4 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 forei n matter as er s ecification. In ground floor [ i ] 15mm to 20mm dia Materials a. Details of cost for 10 metres (Area=0.85 sqm)

b.

c.

Primer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.046 litre White enamel paint interior @ 1.50 ltr per 10 sq 0.128 litre Add extra due to restricted surface area 5% of Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries] 0.85 sqm a+b Add Contractor's Profit & Overhead charges 15% of 162

118.00 176.00 27.96

5.43 22.53 1.40

64.38

54.72 84.08 12.61

84.08

Sl No 1

Description 2

Quantity 3

Unit 4

Total (a+b+c) Cost per metre = 96.69 ÷ 10.00 =

[ ii ]

a.

b.

c.

Rate (Rs) Amount (Rs) 5 6 96.69 9.67 say 9.70

25mm to 32mm dia Details of cost for 10metres (Area=1.34 sqm) Materials Primer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.072 litre White enamel paint interior @ 1.50 ltr per 10 sq 0.201 litre Add extra due to restricted surface area 5% of Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries] . 1.34 sqm (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per metre = 152.19 ÷ 10.00 =

[ iii ] 40mm to 50mm dia Details of cost for 10metres(area=1.89sqm) Materials a. Primer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.102 litre White enamel paint interior @ 1.50 ltr per 10 sqm 0.284 litre Add extra due to restricted surface area 5% of b. Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries] 1.89 sqm (a+b) c. Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per metre = 200.97 ÷ 10.00 =

118.00 176.00 43.88

8.50 35.38 2.19

64.38

say

86.27 132.34 19.85 152.19 15.22 15.20

118.00

12.04

176.00 62.02

49.98 3.10

64.38

121.68 174.76 26.21 200.97 20.10 20.10

132.34

174.76

say

3.5.5 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.

[i]

In ground floor 50mm diameter Details of cost for 10 metres

(area = π x 0.06m x 10m =1.89 sqm) a.

b.

Materials Primer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.10 Litre Bituminous black anticorrosive paint interior @ 1.00 ltr per 10 sqm 0.19 Litre Add extra due to restricted surface area 5% of Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries] 1.89 sqm 163

118.00

11.80

85.00 27.95

16.15 1.40

64.38

121.68

Sl No 1 c.

[ ii ]

Description 2 a+b Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per metre = 173.68 ÷ 10.00 =

Quantity 3

Unit 4

15%

of

Rate (Rs) Amount (Rs) 5 6 151.03 22.65 151.03 173.68 17.37 say 17.40

100mm diameter Details of cost for 10 mtrs

(area = π x 0.11m x 10m =3.45 sqm) a.

b.

c.

Materials Primer (red oxide zinc chrome) @ 0.54 ltr per 10 sqm 0.19 Litre Bituminous black anticorrosive paint interior @ 1.00 ltr per 10 sqm 0.345 Litre Add extra due to restricted surface area 5% of Labour charges Rate same as item No 3.5.1 and 3.5.2 [Excluding CP,OHC& sundries] 3.45 sqm Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per metre = 317.92 ÷ 10.00 =

15%

of

118.00

22.42

85.00 51.75

29.33 2.59

64.38

222.11 276.45 41.47 317.92 31.79 31.80

276.45

say

3.5.6 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. [i]

50mm dia H.C.I pipes and fittings Details of cost for 10 metres

(Area = Π x 0.05m x 10m =1.57 sqm) a.

b.

c.

[ ii ] a.

b.

c.

Materials Coal tar paint @ 0.75 ltr per 10 sqm 0.12 Litre 40.00 Add extra for labour and wastage, sundries due to restricted surface area 5% of 4.80 Labour charges Rate same as item No 3.5.3 [Excluding CP,OHC& sundries] 1.57 sqm 16.13 a+b Add Contractor's Profit & Overhead charges 15% of 30.36 Total (a+b+c) Cost per metre = 34.91 ÷ 10.00 = say 100mm dia H.C.I pipes and fittings Details of cost for 10 mtrs (area = 3.14 sqm) Materials Coal tar paint @ 0.75 ltr/10 sqm 0.24 Litre Add extra for labour and wastage,sundries due to restricted surface area 5% of Labour charges Rate same as item No 3.5.3 [Excluding CP,OHC& sundries] 3.14 sqm a+b Add Contractor's Profit & Overhead charges 15% of Total (a+b+c) Cost per metre = 69.84 ÷ 10.00 =

0.24

25.32 30.36 4.55 34.91 3.49 3.50

40.00

9.60

9.60

0.48

16.13

50.65 60.73 9.11 69.84 6.98 7.00

60.73 say

164

4.80

Description 2

Sl No 1

Quantity 3

Unit 4


3.6 DRAINAGE 3.6.1 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 [ i ] 100mm x 100mm size Square Mouth Trap P type Details of cost for one Gully Trap a. P.H. Materials 100mm x 100mm size SW Gully Trap P type 1 Each 70.00 70.00 C.I grating 100mm x 100mm 1 Each 15.00 15.00 C.I. cover and frame 300x300 mm inside 1 Each 280.00 280.00 Carriage of materials LS 6.70 b. Civil material & Labour charges Cement concrete (1:4:8) using 40mm size hard granite metal [Excluding CP&OHC] Bed = 0.68 x 0.68 x 0.10m = 0.046 Around trap = 0.30 x 0.30 x 0.675 = 0.061 Deduct 0.345/3x[0.09+0.01+(0.09x0.01)/2] = 0.015 3.14/4x(0.124)²x0.47 = 0.006 cum 0.006 0.086 Cum 2524.08 217.07 Brick 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 2940.44 379.32 Cement concrete 1:2:4 [Excluding CP&OHC, sundries] 1.66x0.115x0.04 m = 0.008 cum 0.008 Cum 4047.02 32.38 12mm 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 c. Add Contractor's Profit & Overhead charges 154.96 15% of 1033.09 1188.05 say 1188.10 Total (a+b+c) Cost of one Gully Trap = [ ii ] a.

b.

150mm x 100mm size Square Mouth Trap P type Details of cost for one Gully Trap P.H. Materials 150mm x 100mm size Square Mouth Trap P type 1 Each 104.00 C.I grating 150mm x 100mm 1 Each 25.00 C.I. cover and frame 300x300 mm inside 1 Each 280.00 Civil material & Labour charges Carriage of materials LS Cement concrete (1:4:8) using 40mm size hard granite metal [Excluding CP&OHC] Bed = 0.68 x 0.68 x 0.10m = 0.046 Around trap = 0.30 x 0.30 x 0.675 = 0.061 Deduct 0.322/3x[0.09+0.023+(0.09x0.023)1/2] = 0.017 0.017 3.14/4x(0.124)²x0.485 = 0.006 cum 0.006 0.084 Cum 2524.08 Brick 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 Cement concrete 1:2:4 [Excluding CP&OHC, sundries] 1.66x0.115x0.04 m = 0.008 cum 0.008 Cum 4047.02 165

104.00 25.00 280.00 6.70

212.02

379.32 32.38

Sl No 1

Description Quantity Unit 2 3 4 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 sq 0.303 Sqm (a+b) Add Contractor's Profit & Overhead charges 15% of Total (a+b+c)

Cost of one Gully Trap =


114.07 1073.98 say

[ iii ] 180x150 mm size P type Details of cost for one Gully Trap a. P.H. Materials S.W. gully trap P type 180x150 mm 1 Each 195.00 C.I. grating 180x180 mm 1 Each 30.00 C.I. cover and frame 300x300 mm inside 1 Each 280.00 b. Civil material & Labour charges Carriage of materials LS Cement concrete (1:4:8) using 40mm size hard granite metal [Excluding CP&OHC] Bed = 0.68 x 0.68 x 0.10m = 0.046 Around trap = 0.30 x 0.30 x 0.675 = 0.061 Deduct 0.55/3x[0.09+0.032+(0.09x0.032)/2] = 0.008 0.008 3.14/4x(0.182)²x0.70 = 0.018 0.018 0.081 Cum 2524.08 Brick 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 Cement concrete 1:2:4 [Excluding CP&OHC, sundries] 1.66x0.115x0.04 m = 0.008 cum 0.008 Cum 4047.02 12mm 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 sq 0.159 Sqm 114.07 (a+b) Add Contractor's Profit & Overhead charges 15% of 1145.99 Total (a+b+c) Cost of one Gully Trap = say

34.56 1073.98 161.10 1235.08 1235.10

195.00 30.00 280.00 6.70

204.45

379.32 32.38

18.14 1145.99 171.90 1317.89 1317.90

3.6.2 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. [i] a.

b.

For pipes 100 to 250 mm diameter Civil material & Labour charges Details of cost for one connection Cement concrete (1:2:4)[Excluding CP&OHC] 0.0207 0.30x0.30x0.23 m = Less pipe 1/2x3.14x0.23x0.23x0.23 = 0.0096 0.0111 0.0111 Cum 4047.02 12mm 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 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 Mason( Second class ) 0.12 Each 190.00 166

44.92

28.52

24.60 22.80

Sl No 1

c.

[ ii ] a.

b.

c.

Description 2 Male worker unskilled Add for delay and sundries (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c)

Quantity 3 0.25 L.S

Unit 4 Each

15%

of

Rate (Rs) Amount (Rs) 5 6 150.00 37.50 30.02 188.36 28.25 188.36 216.61 say 216.60

For pipes 250 to 300 mm diameter Civil material & Labour charges Details of cost for one connection Cement concrete (1:2:4)[Excluding CP&OHC, sundries] 0.0370 0.35x0.35x0.30 m = Less i e 1/2x3.14x0.30x0.30x0.30 = 0.0210 0.0160 0.016 Cum 4047.02 12mm thick cement plaster (1:3) finished with a floating coat of neat cement [Excluding CP&OHC, sundries] 2x0.40x0.40 = 0.32 Sqm 114.07 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 Mason( Second class ) 0.12 Each 190.00 Male worker unskilled 0.25 Each 150.00 Add for delay and sundries L.S Add Contractor's Profit & Overhead charges

15%

of

216.95 say

64.75

36.50

24.60 22.80 37.50 30.80 216.95 32.54 249.49 249.50

[ iii ] For pipes 350 to 450 mm diameter a. Civil material & Labour charges Details of cost for one connection Cement concrete (1:2:4)[Excluding CP&OHC, sundries] 0.0750 0.50x0.50x0.30 m = 0.075 cum Less pipe 1/2x3.14x0.45x0.45x0.30 = 0.048 cu 0.0480 0.0270 0.0270 Cum 4047.02 109.27 12mm thick cement plaster (1:3) finished with a floating coat of neat cement [Excluding CP&OHC, sundries] 2x0.55x0.55 =0.605 sqm 0.605 Sqm 114.07 69.01 b. 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 32.80 Mason( Second class ) 0.16 Each 190.00 30.40 Male worker unskilled 0.33 Each 150.00 49.50 Add for delay and sundries L.S 40.10 (a+b) 331.08 c. Add Contractor's Profit & Overhead charges 49.66 15% of 331.08 Total (a+b+c) 380.74 say 380.70

167

Sl No 1

Description 2

Quantity 3

Unit 4


3.7 MISCELLANEOUS 3.7.1 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 [i] a.

b.

15 mm to 40 mm nominal bore Details of cost for 10 metre Labour charges Male worker unskilled Dismantling G.I. pipe and stacking etc. Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 289.18 ÷ 10 =

1.32 LS

Each

150.00

15%

of

251.46

say

198.00 53.46 251.46 37.72 289.18 28.92 28.90

[ ii ] Above 40 mm nominal bore

a.

b.

Details of cost for 10 metre Labour charges Male worker unskilled Dismantling G.I. pipe and stacking etc. Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 350.55 ÷ 10 =

1.32 LS

Each

150.00

15%

of

304.83

say

198.00 106.83 304.83 45.72 350.55 35.06 35.10

3.7.2 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 [ i ] Up to 150 mm diameter a. Materials Fire wood 0.46 Qntl 385.00 177.10 Kerosene oil 0.38 Litre 30.00 11.40 b. Civil material & Labour charges Details of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.55x0.75 m= 16.61cum Deduct for pipes of average 100 mm dia =lx40.26x(22/7)/4x(0.018)x(0.018) =0.44cum Total =16.17cum Earth work in excavation in foundation trenches 16.17 100 Cum 6977.25 1128.22 Refilling trenches with excavated materials 16.17 100 Cum 4651.50 752.15 c. Labour charges Helper to plumber or fitter 0.63 Each 170.00 107.10 Male worker unskilled 4.5 Each 150.00 675.00 Carriage LS 80.19 (a+b+c) 2742.66 d. Add Contractor's Profit & Overhead charges 411.40 15% of 2742.66 Total (a+b+c+d) Cost for 40.26 metre 3154.06 Rate per metre = 3,154.06 ÷ 40.26 = 78.34 say 78.30 168

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ ii ] Above 150 mm dia upto 300 mm dia a. Materials Fire wood 1.03 Qntl 385.00 396.55 Kerosene oil 1.14 Litre 30.00 34.20 b. Civil material & Labour charges Details of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.65x0.75 m =19.63cum Deduct for pipes of average 250 mm dia lx40.26x(22/7)/4x(0.274)x(0.274)=2.37cum Total =17.26cum Earth work in excavation in foundation trenches 17.26 Cum 6977.25 1204.27 Refilling trenches with excavated materials 17.26 Cum 4651.50 802.85 c. Labour charges Helper to plumber or fitter 1.30 Each 170.00 221.00 Male worker unskilled 7.50 Each 150.00 1125.00 Carriage LS 120.29 (a+b+c) 3473.41 d. Add Contractor's Profit & Overhead charges 521.01 15% of 3473.41 Total (a+b+c+d) Cost for 40.26 metre 3994.42 Rate per metre = 3,994.42 ÷ 40.26 = 99.22 say 99.20 [ iii ] Above 300 mm dia a. Materials Fire wood 1.40 Qntl 385.00 Kerosene oil 2.27 Litre 30.00 b. Civil material & Labour charges Details of cost for 40.26 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 1x40.26x0.85x0.75 m =25.67cum Deduct for pipes of average 250 mm dia lx40.26x(22/7)/4x(0.48)x(0.48) =7.29cum T otal =18.38cum Earth work in excavation in foundation trenches 18.38 Cum 6977.25 Refilling trenches with excavated materials 18.38 Cum 4651.50 c. Labour charges Helper to plumber or fitter 2.25 Each 170.00 Male worker unskilled 11.50 Each 150.00 Carriage LS (a+b+c) d. Add Contractor's Profit & Overhead charges 15% of 4445.35 Total (a+b+c+d) Cost for 40.26 metre Rate per metre = 5,112.15 ÷ 40.26 = say

539.00 68.10

1282.42 854.95 382.50 1725.00 200.48 4445.35 666.80 5112.15 126.98 127.00

3.7.3 Dismantling G.I or Black Iron pipes and fittings laid over the ground including repairing the damages [i] a.

Upto 25mm diameter pipes Details for 30 metres Labour charges Plumber fitter (S) Helper to plumber/ fitter

0.33 1.00

169

Each Each

190.00 170.00

63.33 170.00 233.33

Description Sl No 2 1 b. Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 268.33 ÷ 30 =

[ ii ]

a.

b.

Quantity 3 15%

32mm to 40mm dia pipes Details for 30 metres Rate same as per item(I) above Add extra labour charges Plumber fitter (S) Helper to plumber/ fitter

Unit 4 of


8.94

Add Contractor's Profit & Overhead charges Total (a+b) Extra cost per metre = 134.17 ÷ 30 = Rate per Mtr = 8.94+4.47=

0.17 0.50

Each Each

190.00 170.00

15%

of

116.67

say 3.7.4 Cutting the G.I or Black Iron pipes and inserting a fitting. [ i ] 15mm to 25mm diameter Details of cost for one number a. Labour charges Plumber fitter (S) 0.17 Each Helper to plumber/ fitter 0.17 Each Painting & yarn L.S b.

Add Contractor's Profit & Overhead charges Total (a+b) Cost per each number

15%

of

190.00 170.00

61.58 say

[ ii ] a.

b.

32mm to 50mm diameter Details of cost for one number Labour charges Plumber fitter (S) Helper to plumber/ fitter Painting & yarn Add Contractor's Profit & Overhead charges Total (a+b) Cost per each number

0.25 0.25 L.S

Each Each

190.00 170.00

15%

of

91.58 say

31.67 85.00 116.67 17.50 134.17 4.47 13.41 13.40

31.67 28.33 1.58 61.58 9.24 70.82 70.80

47.50 42.50 1.58 91.58 13.74 105.32 105.30

3.7.5 Cutting the pucca drain for taking GI pipes and making good the damages. [i] a. b.

c.

Upto 300mm wide Details of cost for rach Labour charges for cutting Helper to plumber Labour charges for redoing Mason special Male worker (unskilled) Supplying all materials for redoing (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Cost per each number

0.17

Each

170.00

28.33

0.13 0.25 L.S

Each Each

205.00 150.00

15%

of

104.66

25.63 37.50 13.20 104.66 15.70 120.36 120.40

say

170

Description Sl No 2 1 3.7.6 Dismantling HCI pipes and fittings. [ i ] 50mm dia HCI pipes and fittings Details for 30 metres Labour charges a. Plumber fitter Helper to plumber Man mulia (unskilled) Scaffolding charges b.

Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 607.20 ÷ 30 =

Quantity 3

Unit 4


0.50 0.50 2.00 10%

Each Each Each of

190.00 170.00 150.00 480.00

15%

of

528.00

say [ ii ] a.

b.

100mm dia HCI pipes and fittings Details for 30 metres Labour charges Plumber fitter Helper to plumber Man mulia (unskilled) Scaffolding charges Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 1,214.40 ÷ 30 =

1.00 1.00 4.00 10%

Each Each Each of

190.00 170.00 150.00 960.00

15%

of

1056.00

say 3.7.7 Dismantling European or Anglo Indian water closet. Details of cost for one number Labour charges a. Plumber fitter 0.25 Man mulia (unskilled) 0.25 Mending damages to walls and floors L.S b.

Add Contractor's Profit & Overhead charges Total (a+b)

15%

Each Each

190.00 150.00

of

98.20 say

3.7.8 Dismantling mirrors, towel rails etc Details of cost for one number Labour charges a. Plumber fitter Man mulia (unskilled) Mending damages to the walls b.

Add Contractor's Profit & Overhead charges Total (a+b)

0.125 0.125 L.S

Each Each

190.00 150.00

15%

of

46.37 say

95.00 85.00 300.00 48.00 528.00 79.20 607.20 20.24 20.20

190.00 170.00 600.00 96.00 1056.00 158.40 1214.40 40.48 40.50

47.50 37.50 13.20 98.20 14.73 112.93 112.90

23.75 18.75 3.87 46.37 6.96 53.33 53.30

3.7.9 Dismantling squatting type water closet and urinal plates etc and mending good the damages to the floors etc. Details of cost for one number Labour charges a. Plumber fitter 0.50 Each 190.00 95.00 Man mulia (unskilled) 1.00 Each 150.00 150.00 Mending damages to the walls L.S 35.20 280.20 171

Description Sl No 2 1 b. Add Contractor's Profit & Overhead charges Total (a+b)

Quantity 3 15%

Unit 4 of


3.7.10 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead [ i ] 75 to 80 mm dia pipe Details of cost for 10 metres Labour charges a. Man mulia (unskilled) 0.72 Each 150.00 108.00 16.20 15% of 108.00 b. Add Contractor's Profit & Overhead charges Total (a+b) 124.20 Rate per metre = 124.20 ÷ 10 = 12.42 say 12.40 [ ii ] a. b.

100 mm dia pipe Details of cost for 10 metres Labour charges Man mulia (unskilled) Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 127.65 ÷ 10 =

0.74 15%

Each of

150.00 111.00

say [ iii ] 150 mm dia pipe Details of cost for 10 metres Labour charges a. Man mulia (unskilled) b. Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 131.10 ÷ 10 =

0.76 15%

Each of

150.00 114.00

say

111.00 16.65 127.65 12.77 12.80

114.00 17.10 131.10 13.11 13.10

3.7.11 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 [i]

a.

b.

Upto 150 mm diameter Details of cost for 10 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 10.00x0.55x0.75 m =4.125cum Deduct for pipes of average 100 mm dia =1x10x(22/7)/4x(0.118)x(0.118) =0.109cum Total =4.016cum Labour charges Man mulia (unskilled) Helper to plumber Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 546.71 ÷ 10 =

3.09 0.07

Each Each

150.00 170.00

15%

of

475.40

say

172

463.50 11.90 475.40 71.31 546.71 54.67 54.70

Description Sl No 2 1 ii Above 150 mm diameter Details of cost for 10 metre or 11 nos joints Earth work in excavation for dismantling pipes including refilling of excavated earth 10.00x0.65x0.75 m =4.88cum Deduct for pipes of average 250 mm dia = lxl0x(22/7)/4x(0.274)x(0.274)=0.590cum Total =4.29cum Labour charges a. Man mulia (unskilled) Helper to plumber b.

Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 662.29 ÷ 10 =

Quantity 3

Unit 4


3.76 0.07

Each Each

150.00 170.00

15%

of

575.90

say

564.00 11.90 575.90 86.39 662.29 66.23 66.20

3.7.12 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 En ineer-in-Char e [i]

a.

b.

Details of cost for 1 man hole Demolition of R.C.C. slab 1.3x1.2x0.15 m=0.234cum Less cover 0.61x0.455x0.15 m =0.042cum =0.192cum Labour charges Man mulia (unskilled) 0.64 Removal of C.I Cover with frame including stacking Add Contractor's Profit & Overhead charges Total (a+b)

15%

Each LS

150.00

of

97.94 say

96.00 1.94 97.94 14.69 112.63 112.60

3.7.13 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. [i]

a.

b.

Details of cost for 1 man hole Demolition of R.C.C. slab 1.1x0.9x0.15 m=0.148cum Less cover 0.61x0.455x0.15 m =0.042cum =0.106cum Say 0.11 cum Labour charges Man mulia (unskilled) 0.37 Removal of C.I Cover with frame including stacking Add Contractor's Profit & Overhead charges Total (a+b)

15%

Each LS

150.00

of

56.47 say

173

55.50 0.97 56.47 8.47 64.94 64.90

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.7.14 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. [i] a.

b.

Details of cost for each Labour charges Plumber Fitter(S) Man mulia (unskilled) Add Contractor's Profit & Overhead charges Total (a+b)

0.25 0.50

Each Each

190.00 150.00

15%

of

122.50 say

47.50 75.00 122.50 18.38 140.88 140.90

3.7.15 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 [i]

a.

b.

Upto 150 mm diameter Details of cost for 10 sluice valves (ace.) 100mm Labour charges Plumber Fitter(S) 0.60 Helper to plumber 0.40 Man mulia (unskilled) 1.60 Removing the R.C.C. cover etc for dismantling sluice valve LS Add Contractor's Profit & Overhead charges Total (a+b) Rate per each = 639.00 ÷ 10 =

15%

Each Each Each

of

190.00 170.00 150.00

114.00 68.00 240.00

say

133.65 555.65 83.35 639.00 63.90 63.90

190.00 170.00 150.00

456.00 261.80 960.00

555.65

[ ii ] Above 150 mm diameter

a.

b.

Details of cost for 10 sluice valves (ace.) Labour charges Plumber Fitter(S) 2.40 Helper to plumber 1.54 Man mulia (unskilled) 6.40 Removing the R.C.C. cover etc for dismantling sluice valve LS Add Contractor's Profit & Overhead charges Total (a+b) Rate per each = 2,083.17 ÷ 10 =

15%

Each Each Each

of

1811.45

say

133.65 1811.45 271.72 2083.17 208.32 208.30

3.7.16 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres i a.

b.

Details of cost for 10 nos Labour charges Plumber Fitter(S) Helper to plumber Man mulia (unskilled) Add Contractor's Profit & Overhead charges Total (a+b) Rate per each = 1,213.25 ÷ 10 =

1.50 1.00 4.00

Each Each Each

190.00 170.00 150.00

15%

of

1055.00

say

174

285.00 170.00 600.00 1055.00 158.25 1213.25 121.33 121.30

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 3.7.17 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 includin all lifts involved. [ i ] Details of cost for 1 cum Carriage of rubbish a. b. Add Contractor's Profit & Overhead charges Total (a+b)

15%

of

87.60 say

87.60 13.14 100.74 100.70

3.7.18 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 laborator . [i] a.

b.

c.

[ ii ]

a.

b.

c.

80 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder 3x3.1416/4x(80/10)² x(100x100)/1000x0.5 gms = 754.28 gms Say 0.008 q Bleaching powder Labour charges Plumber Fitter(S) Man mulia (unskilled) Testing of samples (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 331.11 ÷ 100 =

0.008

Quintal

1750.00

14.00

0.33 1.31 LS

Each Each

190.00 150.00

15%

of

287.92

say

62.70 196.50 14.72 287.92 43.19 331.11 3.31 3.30

Quintal

1750.00

21.00

Each Each

190.00 150.00

of

300.34

62.70 196.50 20.14 300.34 45.05 345.39 3.45 3.50

100 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(100/10)² x(100x100)/1000x0.5 gms = 1178.57 gms Say 0.012 q Bleaching powder 0.012 Labour charges Plumber Fitter(S) 0.33 Man mulia (unskilled) 1.31 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 345.39 ÷ 100 =

say

175

Description Sl No 2 1 125 mm diameter C.I. pipe iii

a.

b.

c.

iv

a.

b.

c.

[v]

a.

b.

c.

Quantity 3

Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(125/10)² x(100x100)/1000x0.5 gms = 1841.52 gms Say 0.018q Bleaching powder 0.018 Labour charges Plumber Fitter(S) 0.66 Man mulia (unskilled) 1.97 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 551.00 ÷ 100 =

Unit 4


Quintal

1750.00

31.50

Each Each

190.00 150.00

of

479.13

say

125.40 295.50 26.73 479.13 71.87 551.00 5.51 5.50

Quintal

1750.00

47.25

Each Each

190.00 150.00

of

582.14

say

155.80 345.00 34.09 582.14 87.32 669.46 6.69 6.70

Quintal

1750.00

82.25

Each Each

190.00 150.00

of

790.13

218.50 442.50 46.88 790.13 118.52 908.65 9.09 9.10

150 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(150/10)² x(100x100)/1000x0.5 gms = 2651 gms Say 0.027 q Bleaching powder 0.027 Labour charges Plumber Fitter(S) 0.82 Man mulia (unskilled) 2.30 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 669.46 ÷ 100 =

200 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(200/10)² x(100x100)/1000x0.5 gms = 4712.39 gms Say 0.047 q Bleaching powder 0.047 Labour charges Plumber Fitter(S) 1.15 Man mulia (unskilled) 2.95 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 908.65 ÷ 100 =

say

176

Description Sl No 2 1 250 mm diameter C.I. pipe vi

a.

b.

c.

vii

a.

b.

c.

Quantity 3

Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(250/10)² x(100x100)/1000x0.5 gms = 7363.10 gms Say 0.074 q Bleaching powder 0.074 Labour charges Plumber Fitter(S) 1.48 Man mulia (unskilled) 3.61 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 1,164.09 ÷ 100 =

Unit 4


Quintal

1750.00

129.50

Each Each

190.00 150.00

of

1012.25

say

281.20 541.50 60.05 1012.25 151.84 1164.09 11.64 11.60

Quintal

1750.00

185.50

Each Each

190.00 150.00

of

1154.35

say

311.60 591.00 66.25 1154.35 173.15 1327.50 13.28 13.30

Quintal

1750.00

252.00

Each Each

190.00 150.00

of

1306.56

342.00 640.50 72.06 1306.56 195.98 1502.54 15.03 15.00

300 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(300/10)² x(100x100)/1000x0.5 gms = 10602.88 gms Say 0.106 q Bleaching powder 0.106 Labour charges Plumber Fitter(S) 1.64 Man mulia (unskilled) 3.94 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 1,327.50 ÷ 100 =

[ viii ] 350 mm diameter C.I. pipe

a.

b.

c.


say

177

Description Sl No 2 1 400 mm diameter C.I. pipe ix

a.

b.

c.

[x]

a.

b.

c.

Quantity 3


Unit 4


Quintal

1750.00

330.75

Each Each

190.00 150.00

of

1473.74

say

374.30 688.50 80.19 1473.74 221.06 1694.80 16.95 17.00

Quintal

1750.00

418.25

Each Each

190.00 150.00

of

1647.73

say

404.70 738.00 86.78 1647.73 247.16 1894.89 18.95 19.00

Quintal

1750.00

516.25

Each Each

190.00 150.00

of

1835.66

437.00 787.50 94.91 1835.66 275.35 2111.01 21.11 21.10

450 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder 3x(3.1416/4)x(450/10)² x(100x100)/1000x0.5 gms = 23856.50 gms Say 0.239 q Bleaching powder 0.239 Labour charges Plumber Fitter(S) 2.13 Man mulia (unskilled) 4.92 Testing of samples LS (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 1,894.89 ÷ 100 =

[ xi ] 500 mm diameter C.I. pipe

a.

b.

c.


say

178

Description Sl No 2 1 600 mm diameter C.I. pipe xii

a.

b.

c.

Details of cost for 100 metres Material Bleaching powder 3x (3.1416/4)x(600/10)²x(100x100)/100x0.5gms = 42411.5 gms Say 0.424 q Bleaching powder Labour charges Plumber Fitter(S) Man mulia (unskilled) Testing of samples (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 2,567.54 ÷ 100 =

Quantity 3

Unit 4


0.424

Quintal

1750.00

742.00

2.62 5.91 LS

Each Each

190.00 150.00

15%

of

2232.64

497.80 886.50 106.34 2232.64 334.90 2567.54 25.68 25.70

say

3.7.19 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 [i] a. b.

c.

[ ii ] a. b.

c.

80 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder Labour charges Plumber Fitter(S) Man mulia (unskilled) Testing of samples (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 122.18 ÷ 100 =


[ iii ] 125 mm diameter C.I. pipe Details of cost for 100 metres Material a. Bleaching powder Labour charges b. Plumber Fitter(S) Man mulia (unskilled) 179

0.003

Quintal

1750.00

5.25

0.11 0.49 LS

Each Each

190.00 150.00

15%

of

106.24

say

20.90 73.50 6.59 106.24 15.94 122.18 1.22 1.20

0.004

Quintal

1750.00

7.00

0.16 0.57 LS

Each Each

190.00 150.00

15%

of

129.49

say

30.40 85.50 6.59 129.49 19.42 148.91 1.49 1.50

0.006

Quintal

1750.00

10.50

0.22 0.66

Each Each

190.00 150.00

41.80 99.00

Sl No 1

c.

iv a. b.

c.

[v] a. b.

c.

Description 2 Testing of samples (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 183.36 ÷ 100 =



[ vi ] 250 mm diameter C.I. pipe Details of cost for 100 metres Material a. Bleaching powder Labour charges b. Plumber Fitter(S) Man mulia (unskilled) Testing of samples (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 389.65 ÷ 100 =

[ vii ] 300 mm diameter C.I. pipe Details of cost for 100 metres Material a. Bleaching powder Labour charges b. Plumber Fitter(S) Man mulia (unskilled) 180

Quantity 3 LS

Unit 4


15%

of

0.009

Quintal

1750.00

15.75

0.27 0.74 LS

Each Each

190.00 150.00

15%

of

188.70

say

51.30 111.00 10.65 188.70 28.31 217.01 2.17 2.20

0.016

Quintal

1750.00

28.00

0.58 0.90 LS

Each Each

190.00 150.00

15%

of

287.92

say

110.20 135.00 14.72 287.92 43.19 331.11 3.31 3.30

0.025

Quintal

1750.00

43.75

0.60 1.10 LS

Each Each

190.00 150.00

15%

of

338.83

say

114.00 165.00 16.08 338.83 50.82 389.65 3.90 3.90

0.035

Quintal

1750.00

61.25

0.60 1.30

Each Each

190.00 150.00

114.00 195.00

Sl No 1

c.

viii a. b.

c.

ix a. b.

c.

[x] a. b.

c.





[ xi ] 500 mm diameter C.I. pipe Details of cost for 100 metres Material a. Bleaching powder Labour charges b. Plumber Fitter(S) Man mulia (unskilled) 181

Quantity 3 LS

Unit 4


15%

of

0.048

Quintal

1750.00

84.00

0.70 1.50 LS

Each Each

190.00 150.00

15%

of

514.06

say

133.00 225.00 72.06 514.06 77.11 591.17 5.91 5.90

0.063

Quintal

1750.00

110.25

0.80 1.70 LS

Each Each

190.00 150.00

15%

of

543.98

say

152.00 255.00 26.73 543.98 81.60 625.58 6.26 6.30

0.080

Quintal

1750.00

140.00

0.90 1.90 LS

Each Each

190.00 150.00

15%

of

626.80

say

171.00 285.00 30.80 626.80 94.02 720.82 7.21 7.20

0.098

Quintal

1750.00

171.50

1.00 2.10

Each Each

190.00 150.00

190.00 315.00

Sl No 1

c.

xii a. b.

c.


600 mm diameter C.I. pipe Details of cost for 100 metres Material Bleaching powder Labour charges Plumber Fitter(S) Man mulia (unskilled) Testing of samples (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 1,021.76 ÷ 100 =

Quantity 3 LS

Unit 4


15%

of

0.141

Quintal

1750.00

246.75

1.20 2.50 LS

Each Each

190.00 150.00

15%

of

888.49

228.00 375.00 38.74 888.49 133.27 1021.76 10.22 10.20

say

3.7.20 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 Data for 4.88 mtrs. a. Labour charges For cutting Plumber Fitter(S) 0.125 Each 190.00 23.75 Male worker 2 Each 150.00 300.00 For redoing Male worker 2.50 Each 150.00 375.00 698.75 b. Add Contractor's Profit & Overhead charges 104.81 15% of 698.75 Total (a+b) 803.56 Rate per metre = 803.56 ÷ 4.88 = 164.66 say 164.70 3.7.21 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

a.

b.

Data for 4.88 mtrs. Labour charges For cutting Plumber Fitter(S) Male worker For redoing Male worker Add Contractor's Profit & Overhead charges Total (a+b) Rate per metre = 717.31 ÷ 4.88 =

0.125 2

Each Each

190.00 150.00

23.75 300.00

2

Each

150.00

15%

of

623.75

300.00 623.75 93.56 717.31 146.99 147.00

say

182

Section 4 –

SEWERAGE (Sewers and Ancillary Structures)

Sl No 1

Description 2

Quantity 3

Unit 4


4.1 GLAZED STONEWARE PIPE 4.1.1 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. [i]

a.

b.

c.

[ ii ] a.

b.

c.

100mm diameter Details of cost for 30 metres Materials: 100mm stoneware pipes 60cm long Cement for 50 joints @ 1.3 kg per joint Fine sand (screened and washed) Spun Yarn or tarred gasket Coal tar Labour for jointing and testing Mason (skilled) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 4,035.84 ÷ 30 =

50 0.65 0.045 4.50 L.S

Each Qntl Cum Kg

36.00 714.00 46.00 50.00

1800.00 464.10 2.07 225.00 18.26

2 3 1

Each Each Each

190.00 150.00 170.00

15%

of

3509.43

say

380.00 450.00 170.00 3509.43 526.41 4035.84 134.53 134.50

Each Qntl Cum

53.00 714.00 46.00

2650.00 692.58 3.13

Kg

50.00

450.00 36.63

Each Each Each

190.00 150.00 170.00

of

5172.34

say

570.00 600.00 170.00 5172.34 775.85 5948.19 198.27 198.30

Each Qntl Cum

91.00 714.00 46.00

4550.00 928.20 4.14

Kg

50.00

600.00 48.84

150mm diameter Details of cost for 30 metres Materials: 150mm stoneware pipes 60cm long 50 Cement for 50 joints @ 1.94 kg per joint 0.97 Fine sand (screened and washed) 0.068 Spun Yarn or tarred gasket @ 0.18 per joint x 50 kg 9.00 Coal tar L.S Labour for jointing and testing Mason (skilled) 3 Male worker (unskilled) 4 Bhisti (semiskilled) 1 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 5,948.19 ÷ 30 =

[ iii ] 200mm diameter Details of cost for 30 metres Materials: a. 200mm stoneware pipes 60cm long 50 Cement for 50 joints @ 2.6 kg per joint 1.30 Fine sand (screened and washed) 0.09 Spun Yarn or tarred gasket @ 0.24 per joint x 50 kg 12.00 Coal tar L.S

183

Description Sl No 2 1 Labour for jointing and testing b. Mason (skilled) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 8,836.23 ÷ 30 =

Quantity 3

Unit 4

3.50 4.50 1.25

Each Each Each

190.00 150.00 170.00

15%

of

7683.68

[ iv ] 250mm diameter Details of cost for 30 metres Materials: a. 250mm stoneware pipes 60cm long 50 Cement for 50 joints @ 3.24 kg per joint 1.62 Fine sand (screened and washed) 0.113 Spun Yarn or tarred gasket @ 0.30 per joint x 50 kg 15 Coal tar L.S Labour for jointing and testing b. Mason (skilled) 4.50 Male worker (unskilled) 5.50 Bhisti (semiskilled) 1.50 (a+b) 15% c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 11,969.12 ÷ 30 =

[v] a.

b.

c.

300mm diameter Details of cost for 30 metres Materials: 300mm stoneware pipes 60cm long 50 Cement for 50 joints @ 3.88 kg per joint 1.94 Fine sand (screened and washed) 0.136 Spun Yarn or tarred gasket @ 0.36 per joint x 50 kg 18 Coal tar L.S Labour for jointing and testing Mason (skilled) 5.00 Male worker (unskilled) 6.00 Bhisti (semiskilled) 1.50 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 16,065.13 ÷ 30 =

[ vi ] 350mm diameter Details of cost for 30 metres Materials: a. 350mm stoneware pipes 60cm long = 50nos 50 Cement for 50 joints @ 4.54 kg per joint 2.27 Fine sand (screened and washed) 0.159 Spun Yarn or tarred gasket @ 0.42 per joint x 50 kg 21.00 Coal tar L.S 184


say

665.00 675.00 212.50 7683.68 1152.55 8836.23 294.54 294.50

Each Qntl Cum

130.00 714.00 46.00

6500.00 1156.68 5.20

Kg

50.00

750.00 61.05

Each Each Each

190.00 150.00 170.00

of

10407.93

say

855.00 825.00 255.00 10407.93 1561.19 11969.12 398.97 399.00

Each Qntl Cum

190.00 714.00 46.00

9500.00 1385.16 6.26

Kg

50.00

900.00 73.26

Each Each Each

190.00 150.00 170.00

of

13969.68

say

950.00 900.00 255.00 13969.68 2095.45 16065.13 535.50 535.50

Each Qntl Cum

260.00 714.00 46.00

13000.00 1620.78 7.31

Kg

50.00

1050.00 85.47

Description Sl No 2 1 Labour for jointing and testing b. Mason (skilled) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 18,514.94 ÷ 30 =

Quantity 3

Unit 4


5.50 7.00 1.75

Each Each Each

190.00 150.00 170.00

0.475

Cum

2902.69

1045.00 1050.00 297.50 18156.06 15% of 2392.50 358.88 18514.94 617.16 say 617.20 4.1.2 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 [A]

[i]

TYPE- A 1 STANDARD BEDDING Trench depth upto 1.20 metres 100mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.424 x 0.112 = Rate per metre = 1,378.78 ÷ 10 =

say [ ii ]

150mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.48 x 0.165 = Rate per metre = 2,298.93 ÷ 10 =

0.792

Cum

2902.69 say

[ iii ] 200mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.532 x 0.166 = Rate per metre = 2,563.08 ÷ 10 =

0.883

Cum

2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.59 x 0.17 = Rate per metre = 2,911.40 ÷ 10 =

1.003

Cum

2902.69 say

[v]


1.138

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.71 x 0.18 = Rate per metre = 3,709.64 ÷ 10 =

1.278

Cum

2902.69 say

185

1378.78 137.88 137.90

2298.93 229.89 229.90

2563.08 256.31 256.30

2911.40 291.14 291.10

3303.26 330.33 330.30

3709.64 370.96 371.00

Description Sl No 2 1 [B] TYPE- A 2 STANDARD BEDDING

[i]

Trench depth more than 1.20 metres 100mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.524 x 0.112 = Rate per metre = 1,703.88 ÷ 10 =

Quantity 3

Unit 4

0.587

Cum


2902.69 say

[ ii ]


0.957

Cum

2902.69 say

[ iii ] 200mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.632 x 0.166 = Rate per metre = 3,044.92 ÷ 10 =

1.049

Cum

2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.69 x 0.17 = Rate per metre = 3,404.86 ÷ 10 =

1.173

Cum

2902.69 say

[v]


1.313

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Cement concrete ( 1:4:8) 10m x 0.81 x 0.18 = Rate per metre = 4,232.12 ÷ 10 =

1.458

Cum

2902.69 say

1703.88 170.39 170.40

2777.87 277.79 277.80

3044.92 304.49 304.50

3404.86 340.49 340.50

3811.23 381.12 381.10

4232.12 423.21 423.20

4.1.3 Providing and laying in trench cement concrete ( 1:4:8 ) with 40mm size hard granite metal in 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. [A]

[i]

TYPE- B 1 STANDARD BEDDING IN THE HUNCHING: Trench depth upto 1.20 metres 100mm diameter Details of cost for 10 metres Here = d = 0.10 m t = 0.012 m D = 0.124 m w = 0.424 m 186

Sl No 1

Description 2 Φ = 73° T = 0.10 m F = 0.059 m Rectangular portion 10x0.424x0.162= Triangular sides 2x10x0.212x0.059/2= Deduct for pipe Semi-circular base ½x0.0121x10=(-) Segments 2x0.0121x73/360x10=(Net quantity Rate per metre = 2,037.69 ÷ 10 =

Quantity 3

Unit 4


0.687 0.125 0.812 0.061 0.049 0.702

Cum

2902.69 say

[ ii ]

150mm diameter Details of cost for 10 metres Here = d = 0.15 m t = 0.015 m D = 0.18 m w = 0.48 m Φ = 68° T = 0.15 m F = 0.083 m Rectangular portion 10x0.48x0.24= Triangular sides 2x10x0.24x0.083/2= Deduct for pipe Semi-circular base ½x0.026x10=(-) Segments 2x0.026x68/360x10=(-) Net quantity Rate per metre = 3,259.72 ÷ 10 =

1.152 0.199 1.351 0.130 0.098 1.123

Cum

2902.69 say

[ iii ] 200mm diameter Details of cost for 10 metres Here = d = 0.20 m t = 0.016 m D = 0.232 m w = 0.532 m Φ = 64° T = 0.15 m F = 0.105 m Rectangular portion 10x0.532x0.266= Triangular sides 2x10x0.266x0.105/2= Deduct for pipe Semi-circular base

2037.69 203.77 203.80

3259.72 325.97 326.00

1.415 0.279 1.694

½xΠ/4(0.232)²x10=(-) ½x0.042x10=(-) 2x0.042x64/360x10=(-)

Segments Net quantity Rate per metre = 3,872.19 ÷ 10 =

0.211 0.149 1.334

Cum

2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Here = d = 0.25 m t = 0.02 m D = 0.29 m 187

3872.19 387.22 387.20

Sl No 1

Description 2 w = 0.59 m Φ = 61° T = 0.15 m F = 0.127 m Rectangular portion 10x0.59x0.295= Triangular sides 2x10x0.295x0.127/2= Deduct for pipe Semi-circular base

Quantity 3

Unit 4


1.741 0.375 2.116

½xΠ/4(0.29)²x10=(-) ½x0.066x10=(-) 2x0.066x61/360x10=(-)


0.33 0.224 1.562

Cum

2902.69 say

[v]

300mm diameter Details of cost for 10 metres Here = d = 0.30 m t = 0.025 m D = 0.35 m w = 0.65 m Φ = 57° T = 0.15 m F = 0.147 m Rectangular portion 10x0.65x0.325= Triangular portion 2x10x0.325x0.147/2= Deduct for pipe Semi-circular base

2.113 0.478 2.591

½xΠ/4(0.35)²x10=(-) ½x0.096x10=(-) 2x0.096x57/360x10=(-)


0.480 0.304 1.807

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Here = d = 0.35 m t = 0.030 m D = 0.41 m w = 0.71 m Φ = 55° T = 0.15 m F = 0.167 m Rectangular portion 10x0.71x0.359= Triangular portion 2x10x0.355x0.167/2= Deduct for pipe Semi-circular base

4534.00 453.40 453.40

5245.16 524.52 524.50

2.549 0.593 3.142

½xΠ/4(0.41)²x10=(-) ½x0.132x10=(-) 2x0.132x55/360x10=(-)


0.66 0.403 2.079

Cum

2902.69 say

188

6034.69 603.47 603.50

Description Sl No 2 1 [ B ] TYPE- B 2 STANDARD BEDDING

[i]

Quantity 3

Trench depth more than 1.20 metres 100mm diameter Details of cost for 10 metres Here = 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 m Rectangular portion 10x0.524x0.162= Triangular sides 2x10x0.262x0.060/2= Deduct for pipe Semi-circular base

Unit 4


0.849 0.157 1.006

½xΠ/4(0.124)²x10 ½x0.012x10=(-) 2x0.012x76/360x10=(-)


0.06 0.051 0.895

Cum

2902.69 say

[ ii ]


2597.91 259.79 259.80

1.392 0.249 1.641

½xΠ/4(0.18)²x10 ½x0.025x10=(-) 2x0.025x72/360x10=(-)


0.127 0.100 1.414

Cum

2902.69 say

[ iii ] 200mm diameter Details of cost for 10 metres Here = d = 0.20 m t = 0.016 m D = 0.232 m w = 0.632 m Φ = 68° T = 0.15 m F = 0.108 m Rectangular portion 10x0.632x0.266= Triangular portion 2x10x0.316x0.108/2=

189

1.681 0.341 2.022

4104.40 410.44 410.40

Sl No 1

Description 2 Deduct for pipe Semi-circular base

Quantity 3

Unit 4

0.211 0.159 1.652

Cum


½xΠ/4(0.232)²x10 ½x0.042x10=(-) 2x0.042x68/360x10=(-)


2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Here = d = 0.25 m t = 0.02 m D = 0.29 m w = 0.69 m Φ = 65° T = 0.15 m F = 0.132 m Rectangular portion 10x0.69x0.295= Triangular sides 2x10x0.345x0.132/2= Deduct for pipe Semi-circular base

2.036 0.455 2.491

½xΠ/4(0.29)²x10 ½x0.066x10=(-) 2x0.066x65/360x10=(-)


0.33 0.238 1.923

Cum

2902.69 say

[v]


4795.24 479.52 479.50

5581.87 558.19 558.20

2.438 0.581 3.019

½xΠ/4(0.35)²x10 ½x0.096x10=(-) 2x0.096x62/360x10=(-)


0.481 0.331 2.207

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Here = d = 0.35 m t = 0.030 m D = 0.41 m w = 0.81 m Φ = 60° T = 0.15 m F = 0.177 m 190

6406.24 640.62 640.60

Sl No 1

Description 2 Rectangular portion 10x0.81x0.355= Triangular portion 2x10x0.405x0.177/2= Deduct for pipe Semi-circular base

Quantity 3 2.876 0.717 3.593

Unit 4


½xΠ/4(0.41)²x10 ½x0.132x10=(-) 2x0.132x60/360x10=(-)


0.660 0.440 2.493

Cum

2902.69 say

7236.41 723.64 723.60

4.1.4 Providing and laying in trench cement concrete ( 1:4:8 ) with 40mm size hard granite metal in 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

[A]

[ i]

TYPE- C 1 STANDARD BEDDING : Trench depth upto 1.20 metres 100mm diameter Details of cost for 10 metres Here = 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= Seme-circular top porti 10x½Πx(0.212)²= 10xΠ/4x(0.124)²=( - ) Deduct for pipe Net quantity Rate per metre = 3,692.22 ÷ 10 =

0.687 0.706 0.121 1.272

Cum

2902.69 say

[ ii ]

150mm diameter Details of cost for 10 metres Here D 0.18 m W = 0.48 m Y = 0.24 m S = 0.24 m t 0.015 m Rectangular portion 10x0.48x0.24= Seme-circular top porti 10x½Πx(0.24)²= 10xΠ/4x(0.18)²=( - ) Deduct for pipe Net quantity Rate per metre = 5,233.55 ÷ 10 =

1.152 0.905 0.254 1.803

Cum

2902.69 say

[ iii ] 200mm diameter Details of cost for 10 metres Here D W = Y = S = t

0.232 0.532 0.266 0.266 0.016

m m m m m

191

3692.22 369.22 369.20

5233.55 523.36 523.40

Sl No 1

Description 2 Rectangular portion 10x0.532x0.266= Seme-circular top porti 10x½Πx(0.266)²= 10xΠ/4x(0.232)²=( - ) Deduct for pipe Net quantity Rate per metre = 6,104.36 ÷ 10 =

Quantity 3 1.415 1.111 0.423 2.103

Unit 4

Cum


2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Here D 0.29 m W = 0.59 m Y = 0.295 m S = 0.295 m t 0.02 m Rectangular portion 10x0.59x0.295= Seme-circular top porti 10x½Πx(0.295)²= 10xΠ/4x(0.29)²=( - ) Deduct for pipe Net quantity Rate per metre = 7,102.88 ÷ 10 =

1.741 1.367 0.661 2.447

Cum

2902.69 say

[v]

300mm diameter Details of cost for 10 metres Here D 0.35 m W = 0.65 m Y = 0.325 m S = 0.325 m t 0.025 m Rectangular portion 10x0.65x0.325= Seme-circular top porti 10x½Πx(0.325)²= 10xΠ/4x(0.35)²=( - ) Deduct for pipe Net quantity Rate per metre = 8,156.56 ÷ 10 =

2.113 1.659 0.962 2.810

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Here D 0.41 m W = 0.71 m Y = 0.355 m S = 0.355 m t 0.03 m Rectangular portion 10x0.71x0.355= Seme-circular top porti 10x½Πx(0.355)²= 10xΠ/4x(0.41)²=( - ) Deduct for pipe Net quantity Rate per metre = 9,233.46 ÷ 10 =

2.521 1.980 1.32 3.181

Cum

2902.69 say

[ B ] TYPE- C 2 STANDARD BEDDING : [i]

Trench depth more than 1.20 metres 100mm diameter Details of cost for 10 metres Here D 0.124 m W = 0.524 m Y = 0.262 m S = 0.162 m t 0.012 m 192

6104.36 610.44 610.40

7102.88 710.29 710.30

8156.56 815.66 815.70

9233.46 923.35 923.40

Sl No 1

Description 2 Rectangular portion 10x0.524x0.162= Semi-circular portion 10x½Πx(0.262)²= 10xΠ/4x(0.124)²=( - ) Deduct for pipe Net quantity Rate per metre = 5,242.26 ÷ 10 =

Quantity 3 0.849 1.078 0.121 1.806

Unit 4

Cum


2902.69 say

[ ii ]

150mm diameter Details of cost for 10 metres Here D 0.18 m W = 0.58 m Y = 0.29 m S = 0.24 m t 0.015 m Rectangular portion 10x0.58x0.24= Semi-circular portion 10x½Πx(0.29)²= 10xΠ/4x(0.18)²=( - ) Deduct for pipe Net quantity Rate per metre = 7,137.71 ÷ 10 =

1.392 1.321 0.254 2.459

Cum

2902.69 say

[ iii ] 200mm diameter Details of cost for 10 metres Here D 0.232 m W = 0.632 m Y = 0.316 m S = 0.266 m t 0.016 m Rectangular portion 10x0.632x0.266= Semi-circular portion 10x½Πx(0.316)²= 10xΠ/4x(0.232)²=( - ) Deduct for pipe Net quantity Rate per metre = 8,205.90 ÷ 10 =

1.681 1.569 0.423 2.827

Cum

2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Here D 0.29 m W = 0.69 m Y = 0.345 m S = 0.295 m t 0.02 m Rectangular portion 10x0.69x0.295= Semi-circular portion 10x½Πx(0.345)²= 10xΠ/4x(0.29)²=( - ) Deduct for pipe Net quantity Rate per metre = 9,419.23 ÷ 10 =

2.036 1.87 0.661 3.245

Cum

2902.69 say

[v]

300mm diameter Details of cost for 10 metres Here D W = Y = S = t

0.35 0.75 0.375 0.325 0.025

m m m m m

193

5242.26 524.23 524.20

7137.71 713.77 713.80

8205.90 820.59 820.60

9419.23 941.92 941.90

Sl No 1

Description 2 Rectangular portion 10x0.75x0.325= Semi-circular portion 10x½Πx(0.375)²= 10xΠ/4x(0.35)²=( - ) Deduct for pipe Net quantity Rate per metre = 10,696.41 ÷ 10 =

Quantity 3 2.438 2.209 0.962 3.685

Unit 4

Cum


2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Here D 0.41 m W = 0.81 m Y = 0.405 m S = 0.355 m t 0.03 m Rectangular portion 10x0.81x0.355= Semi-circular portion 10x½Πx(0.405)²= 10xΠ/4x(0.41)²=( - ) Deduct for pipe Net quantity Rate per metre = 11,993.92 ÷ 10 =

2.876 2.576 1.32 4.132

Cum

2902.69 say

10696.41 1069.64 1069.60

11993.92 1199.39 1199.40

4.1.5 Extra over item Nos 4.1.2, 4.1.3 and 4.1.4 [ A ] For every additional thickness of 50mm or part thereof on such standard bedding. (Applicable for trench depth up to 1.2 metres) [i]

100mm diameter

Not applicable

[ ii ]

150mm diameter

Not applicable

[ iii ] 200mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 656.01 ÷ 10 =

0.226

Cum

2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 856.29 ÷ 10 =

0.295

Cum

2902.69 say

[v]

300mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 943.37 ÷ 10 =

0.325

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 1,030.45 ÷ 10 =

0.355

Cum

2902.69 say

194

656.01 65.60 65.60

856.29 85.63 85.60

943.37 94.34 94.30

1030.45 103.05 103.10

Sl No 1

Description 2

Quantity 3

Unit 4


[ B ] For every additional thickness of 50mm or part thereof over standard bedding. (Applicable for trench depth more than 1.2 metres) [ i ] 100mm diameter Not applicable [ ii ]

150mm diameter

Not applicable

[ iii ] 200mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 917.25 ÷ 10 =

0.316

Cum

2902.69 say

[ iv ] 250mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 1,001.43 ÷ 10 =

0.345

Cum

2902.69 say

[v]

300mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 1,088.51 ÷ 10 =

0.375

Cum

2902.69 say

[ vi ] 350mm diameter Details of cost for 10 metres Cement concrete (1:4:8) Quantity of concrete = Rate per metre = 1,175.59 ÷ 10 =

0.405

Cum

2902.69 say

917.25 91.73 91.70

1001.43 100.14 100.10

1088.51 108.85 108.90

1175.59 117.56 117.60

4.1.6 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. [i]

100mm diameter Details of cost for 30 metres Extra for watering and lowering of pipes Labour charges a. Male worker (unskilled) b. Add Contractor's Profit & Overhead charges

1.50 15%

Each of

150.00 225.00

Rate per metre = 258.75 ÷ 30 = say 150mm diameter Details of cost for 30 metres Extra for watering and lowering of pipes Labour charges a. Male worker (unskilled) b. Add Contractor's Profit & Overhead charges

225.00 33.75 258.75 8.63 8.60

[ ii ]

3.00 15%

Each of

150.00 450.00

Rate per metre = 517.50 ÷ 30 = say 195

450.00 67.50 517.50 17.25 17.30

Sl No 1

Description 2

[ iii ] 200mm diameter Details of cost for 30 metres Extra for watering and lowering of pipes Labour charges a. Male worker (unskilled) b. Add Contractor's Profit & Overhead charges

Quantity 3

Unit 4

4.00 15%

Each of


150.00 600.00

Rate per metre = 690.00 ÷ 30 = say [ iv ] 250mm diameter Details of cost for 30 metres Extra for watering and lowering of pipes Labour charges a. Male worker (unskilled) b. Add Contractor's Profit & Overhead charges

5.00 15%

Each of

150.00 750.00

Rate per metre = 862.50 ÷ 30 = say 300mm diameter Details of cost for 30 metres Extra for watering and lowering of pipes Labour charges a. Male worker (unskilled) b. Add Contractor's Profit & Overhead charges

600.00 90.00 690.00 23.00 23.00

750.00 112.50 862.50 28.75 28.80

[v]

5.00 15%

Each of

150.00 750.00

Rate per metre = 862.50 ÷ 30 = say [ vi ] 350mm diameter Details of cost for 30 metres Extra for watering and lowering of pipes Labour charges a. Male worker (unskilled) b. Add Contractor's Profit & Overhead charges

6.75 15%

Each

150.00 1012.50

Rate per metre = 1,164.38 ÷ 30 = say

196

750.00 112.50 862.50 28.75 28.80

1012.50 151.88 1164.38 38.81 38.80

Description Quantity 2 3 4.2 ANCILLARY STRUCTURES (MANHOLES)

Sl No 1

Unit 4


4.2.1 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. [A] (i)

a. b. c.

d.

e.

f. g.

h.

i.

j.

k.

Plain Manholes inside size 900mm x 800mm and 450mm deep - Type A 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) Details of cost for one Manhole 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 70.54 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 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) 4.40m x 0.25m x 0.35m= 0.385 Cum 3032.54 1167.53 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= 0.180 Less pipe= 1 x 0.90m x P/4 x 0.15m x 0.15m = 0.016 0.164 Cum 4047.02 663.71 12mm thick cement plaster (1:3) with neat cement punning to inside face [Excluding CP&OHC] 3.40m x 0.05m = 0.17 2 x 1/2 x 0.80m x 0.10m = 0.08 0.25 Sqm 114.07 28.52 12mm thick cement plaster (1:3) to outside [Excluding CP&OHC) 5.40m x 0.35m = 1.89 Sqm 96.34 182.08 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 = 0.273 Less cover 0.61m x 0.455m x 0.15 = ( - ) 0.042 0.231 Cum 4047.02 934.86 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) Inside area = 0.90m x 0.80m = 0.720 Less cover = 0.61m x 0.455m = (-) 0.278 0.442 Shuttering = 5.40m x 0.15m = 0.810 (0.61m+0.45m)0.15m= 0.159 1.411 1.411 Sqm 258.68 365.00 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 Extra labour for making channel Mason (Special) 0.06 Each 205.00 12.30 Mason (2nd class) 0.06 Each 190.00 11.40 Cost of Cast iron Manhole cover with frame 455mm x 610mm (inside)=38kg 1.00 Each 1415.00 1415.00 7313.78 197

Sl No 1

(ii)

Description 2 l. Add Contractor's Profit & Overhead charges

Quantity 3 15%

Unit 4 of


With RCC precast cover (1:2:4) with 12mm size hg chips of cover 810mm x 655mm thick to be provided over a clear opening of 455mm x 610mm in the manhole slab. 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 a. Extra cost of reinforced cement concrete 1:2:4 with 12mm hg chips for slab 0.61m x 0.455m x 0.10m = 0.028 Cum 4047.02 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 wire 0.81m x 0.655m x 0.10m= 0.053 Qntl 5769.58 c. Add Contractor's Profit & Overhead charges

15%

of

6317.89 say

and 100mm

5898.78 113.32

305.79 6317.89 947.68 7265.57 7265.60

(B)

Rectangular Manhole inside size 1200mm x 900mm and 900mm deep - Type - B

(i)

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) Details of cost for one Manhole Earthwork in excavation in all kinds of soil 1.85m x 1.55m x 0.90m = 2.581 100Cum 6977.25 180.08 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 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 2 x 1.70m x 0.25m x 0.80m = 0.680 2 x 0.90m x 0.25m x 0.80m = 0.360 Less pipe = 2 x 0.25m x Π/4 x (0.15)² = 0.009 1.031 Cum 3032.54 3126.55 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= 0.270 Less pipe= 1 x 1.00m x Π/4 x (0.15)² = 0.018 0.252 Cum 4047.02 1019.85 12mm thick cement plaster (1:3) with neat cement punning to inside face 4.20m x 0.50m = 2.10 2 x 1/2 x 0.90m x 0.10m = 0.09 2.19 Sqm 114.07 249.81 12mm thick cement plaster (1:3) to outside 6.20m x 0.80m = 4.96 Sqm 96.34 477.85 R.C.C (1:2:4) using 12mm size h.g chips for slab 1.70m x 1.40m x 0.15m = 0.357 Less cover Π/4 x (0.56)² x 0.15m = 0.037 0.320 Cum 4047.02 1295.05 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 bindin wire 0.32Qtl @1Qtl per cum 0.32 Qntl 5769.58 1846.27

a. b. c.

d.

e.

f. g.

h.

198

Description Quantity Unit Rate (Rs) Amount (Rs) 2 3 4 5 6 i. Rigid and smooth centering and shuttering for RCC works including false work and dismantling them after casting including cost of materials complete. Inside area = 1.20m x 0.90m = 1.08 Less cover = Π/4 x (0.56)² = (-) 0.246 0.834 Shuttering=2(1.70m+1.40m)x0.15m 0.93 Πx0.56mx0.15m= 0.264 2.028 2.028 Sqm 258.68 524.60 j. Extra labour for making channel Mason (Special) 0.08 Each 205.00 16.40 Mason (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 14635.48 l. Add Contractor's Profit & Overhead charges 2195.32 15% of 14635.48 16830.80 Cost for one Manhole say 16830.80

Sl No 1

(ii)

a. b. c.

d.

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. Details of cost of one manhole with Cast Iron manhole cover (excluding cost of cover)--rate as above from a to j 10200.48 Extra cost of cement concrete (1:1½:3) with 12mm hg chips for cover slab Π/4 x (0.76)² x 0.10m = 0.045 Cum 4803.86 216.17 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 0.045 Qntl 5769.58 259.63 10676.28 Add Contractor's Profit & Overhead charges 1601.44 15% of 10676.28 12277.72 say 12277.70

4.2.2 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. [A] (i)

2.45 metre deep Manhole - Type - C

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) Details of cost of one Manhole a. 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 b. 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 c. Cement concrete (1:4:8) using 40mm size hard granite metal on bed 199

499.99 417.12

Sl No 1 d.

e.

f.

g.

h.

i.

j.

k.

l.

m.

n.

Description Quantity Unit Rate (Rs) Amount (Rs) 2 3 4 5 6 2.45m x 1.95m x 0.20m = 0.956 Cum 2524.08 2413.02 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 6.10m x 0.37m x 1.20m = 2.708 4.0m x 0.25m x 1.15m = 1.150 3.858 Deduct arch = π/2 x 1.15 x 0.25 x 0.25 = ( - ) 0.113 Deduct pipe portion = 2 x π/4 x 0.15 x 0.15 x 0.375 = ( - ) 0.013 Net quantity 3.732 Cum 3032.54 11317.44 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 (1:3) in arches. π/2 x 1.15m x 1.05m x 0.25m= 0.474 Cum 3476.45 1647.84 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 = 0.315 Less pipe= 1.40m x π/4 x 0.15² = ( - ) 0.025 0.290 Cum 4047.02 1173.64 12mm thick cement plaster (1:3) with neat cement punning to inside face 4.60m x 0.90m = 4.14 2 x ½ x 0.90 x 0.10 = 0.09 π/2 x 0.90 x 0.80 = 1.131 3.00 x 0.15 = 3.45 8.811 Sqm 114.07 1005.07 12mm thick cement plaster (1:3) to outside 7.60m x 1.20m = 9.12 5.00m x 1.15m = 5.75 π/2 x 1.40 x 0.80 = 1.759 16.629 Sqm 96.34 1602.04 R.C.C (1:2:4) using 12mm size h.g chips for slab 1.40m x 1.10m x 0.15m = 0.231 Less cover π/4 x 0.56²m x 0.15m= ( - ) 0.037 0.194 Cum 4047.02 785.12 Rigid and smooth centering and shuttering for RCC works including false work and dismantling them after casting including cost of materials complete. Inside area = 0.90m x 0.60m = 0.54 5.0m x 0.15m = 0.75 1.29 1.29 Sqm 258.68 333.70 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 0.194Qtl @ 1 Qtl per cum 0.194 Qntl 5769.58 1119.30 Extra labour for making channel Mason (Special) 0.10 Each 205.00 20.50 Mason (2nd class) 0.10 Each 190.00 19.00 Cost of Cast iron Manhole cover 560mm internal diameter total weight of cover and frame to be not less than 128kg 1 Each 4435.00 4435.00 26788.78 Add Contractor's Profit & Overhead charges 4018.32 15% of 26788.78 30807.10 Cost for one Manhole say 30807.10

200

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 (ii) With RCC precast cover (1:1½:3) with 12mm size hg chips, size of cover 760mm diameter and 100mm thick with lifting arrangement to be provided over a clear opening of 560mm diameter in the manhole slab. 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 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 c. 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 18 to 20 gauge. 0.045 Qntl 5769.58 d. Add Contractor's Profit & Overhead charges

15%

of

22829.58 say

22353.78 216.17

259.63 22829.58 3424.44 26254.02 26254.00

[B]

3.00 metre deep Manhole - Type - C

(i)

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) Details of cost of one Manhole Earthwork in excavation in all kinds of soil within initial lead and lift 2.70m x 2.20m x 1.50m = 8.910 100Cum 6977.25 621.67 Earthwork in excavation in all kinds of soil with first extra lift 2.70m x 2.20m x 1.50m = 8.910 100 Cum 7592.25 676.47 Earthwork in excavation in all kinds of soil with second extra lift 2.70m x 2.20m x 0.30m = 1.782 100 Cum 8207.25 146.25 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 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 6.60m x 0.50m x 1.20m = 3.960 4.50m x 0.375m x 0.50m = 0.844 4.00m x 0.25m x 1.20m = 1.200 6.004 Deduct arch = π/2 x 1.15 x 0.25 x 0.25 = ( - ) 0.113 Deduct pipe portion = 2 x π/4 x 0.15 x 0.15 x 0.50 = ( - ) 0.018 Net quantity 5.873 Cum 3032.54 17810.11 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 (1:3) in arches. π/2 x 1.15m x 1.175m x 0.25m= 0.531 Cum 3476.45 1845.99 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 = 0.315 Less pipe= 1.40m x π/4 x 0.15²m = ( - ) 0.025 0.290 Cum 4047.02 1173.64

a. b. c. d. e.

f.

g.

201

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 h. 12mm thick cement plaster (1:3) with neat cement punning to inside face 4.60m x 0.90m = 4.14 2 x ½ x 0.90 x 0.10 = 0.09 π/2 x 0.90 x 0.80 = 1.131 3.00 x 1.70 = 5.100 10.461 Sqm 114.07 1193.29 i. 12mm thick cement plaster (1:3) to outside 8.60m x 1.20m = 10.32 6.00m x 0.50m = 3.00 5.00m x 1.20m = 6.00 π/2 x 1.40 x 0.80 = 1.759 21.079 Sqm 96.34 2030.75 j. R.C.C (1:2:4) using 12mm size h.g chips for slab 1.40m x 1.10m x 0.15m = 0.231 Less cover π/4 x 0.56²m x 0.15m x 0.15 = ( - ) 0.037 0.194 Cum 4047.02 785.12 k. Rigid and smooth centering and shuttering for RCC works including false work and dismantling them after casting including cost of materials complete. Inside area = 0.90m x 0.60m = 0.54 5.0m x 0.15m = 0.75 1.29 1.29 Sqm 258.68 333.70 l. 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 18 to 20 gauge. 0.194 Qtl @ 1 Qtl per cum 0.194 Qntl 5769.58 1119.30 m. Extra labour for making channel Mason (Special) 0.10 Each 205.00 20.50 Mason (2nd class) 0.10 Each 190.00 19.00 n. Cost of Cast Iron Manhole cover and frame (medium duty) 560mm internal diameter = 128 kg 1 Each 4435.00 4435.00 36708.70 o. Add Contractor's Profit & Overhead charges 5506.31 15% of 36708.70 42215.01 Cost for one Manhole say 42215.00 (ii)

a. b. c.

d.

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. Details of cost of one manhole Cost of one Manhole with Cast Iron manhole cover (excluding cost of cover and 32273.70 frame) - rate same as item No.4.2.2 [B] (i) above from a to m 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 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 18 to 20 gauge. 0.045 Qntl 5769.58 259.63 32749.50 Add Contractor's Profit & Overhead charges 4912.43 15% of 32749.50 37661.93 say 37661.90

202

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 4.2.3 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) [i]

450mm to 900mm depth Details of cost of one additional depth of 0.10m a. 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 4.40m x 0.25m x 0.10m = 0.110 Cum 3032.54 b. 12mm thick cement plaster (1:3) with neat cement punning to inside face 3.40m x 0.10m = 0.34 Sqm 114.07 c. 12mm thick cement plaster (1:3) to outside 5.40m x 0.10m = 0.54 Sqm 96.34 d. Add Contractor's Profit & Overhead charges 15% Extra cost for additional depth of 0.10 metre or part thereof

of

424.38 say

333.58 38.78 52.02 424.38 63.66 488.04 488.00

[ ii ]

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) From 900mm to 2500mm depth Details of cost of one additional depth of 0.10m a. 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) 5.20m x 0.25m x 0.10m = 0.13 Cum 3032.54 394.23 b. 12mm thick cement plaster (1:3) with neat cement punning to inside face 4.20mx0.10m= 0.42 Sqm 114.07 47.91 c. 12mm thick cement plaster (1:3) to outside 6.20mx0.10m= 0.62 Sqm 96.34 59.73 501.87 d. Add Contractor's Profit & Overhead charges 75.28 15% of 501.87 577.15 Extra cost for additional depth of 0.10 metre or part thereof say 577.20

[iii]

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) From 2450mm to 3000mm depth Details of cost of one additional depth of 0.10m a. 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) 4.00m x 0.25m x 0.10m = 0.10 Cum 3032.54 303.25 b. 12mm thick cement plaster (1:3) with neat cement punning to inside face 3.00m x 0.10m = 0.30 Sqm 114.07 34.22 c. 12mm thick cement plaster (1:3) to outside 5.00m x 0.10m = 0.50 Sqm 96.34 48.17 385.64 d. Add Contractor's Profit & Overhead charges 57.85 15% of 385.64 443.49 Extra cost for additional depth of 0.10 metre or part thereof say 443.50

203

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [iv] 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) From 3000mm to 4000mm depth Details of cost of one additional depth of 0.10m a. 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 4.50m x 0.375m x 0.10m = 0.17 Cum 3032.54 512.50 b. 12mm thick cement plaster (1:3) with neat cement punning to inside face 3.00m x 0.10m = 0.30 Sqm 114.07 34.22 c. 12mm thick cement plaster (1:3) to outside 6.00m x 0.10m = 0.60 Sqm 96.34 57.80 604.52 d. Add Contractor's Profit & Overhead charges 90.68 15% of 604.52 695.20 Extra cost for additional depth of 0.10 metre or part thereof say 695.20 4.2.4 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. [A]

900mm internal diameter x 1110mm depth with sides sloped upto 560mm internal diameter at top

(i)

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 wei ht of frame 64 k 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 6977.25 191.60 b. 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. 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 Π x 1.15 x 0.40 x 0.25 = 0.36 Π x (1.15+0.81)/2 x 0.36 x 0.25 = 0.28 Π x 0.81 x 0.25 x 0.25 = 0.16 0.80 Cum 3032.54 2416.93 d. Cement concrete (1:2:4) using 12mm size h.g chips for benching For benching Π/4 x (0.90)²x (0.20+0.30)/2 = 0.159 Less pipe Π/4 x (0.15)²x 0.90 = (-) 0.016 For fixing cover Π/4 x (1.06)² x 0.15 = 0.132 Less pipe Π/4 x (0.56)² x 0.15 = (-) 0.037 0.238 Cum 4047.02 963.19

204

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 e. 12mm thick cement plaster (1:3) with neat cement punning to inside face Π x 0.90 x 0.10 = 0.283 Π x (0.45+0.28) x √(0.45-0.28)² + (0.36)² = 0.913 Π x 0.56 x 0.25 = 0.440 1.636 Sqm 114.07 186.62 f. 12mm thick cement plaster (1:3) to outside Π x 1.40 x 0.40 = 1.76 Π x (0.70+0.53) x √(0.70-0.53)²+(0.36)² = 1.54 Π x 1.06 x 0.25 = 0.83 4.13 Sqm 96.34 397.88 g. Extra labour for making channel Mason (Special) 0.10 Each 205.00 20.50 Mason (2nd class) 0.10 Each 190.00 19.00 h. Cost of Cast iron Manhole cover 560mm internal diameter total weight of cover and frame (medium duty) to be not less than 128kg 1.00 Each 4435.00 4435.00 9776.65 i. Add Contractor's Profit & Overhead charges 1466.50 15% of 9776.65 11243.15 Cost for one Manhole say 11243.20 (ii)

a. b. c.

d.

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. Details of cost of one manhole 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 5341.65 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 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 18 to 20 gauge. 0.045 Qntl 5769.58 259.63 5817.45 Add Contractor's Profit & Overhead charges 872.62 15% of 5817.45 6690.07 say 6690.10

[B]

1200mm internal diameter x 1670mm depth with sides sloped upto 560mm internal diameter at top (i) 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) 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 6977.25 328.77 b. 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 88.22 c. 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

205

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 d. 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 Π x 1.45 x 0.53 x 0.25 = 0.60 Π x (1.45 + 0.81)/2 x 0.79 x 0.25 = 0.70 Π 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 = 0.283 Less pipe Π/4 x (0.15)² x 1.20 = (-) 0.021 For fixing cover Π/4 x (1.06)² x 0.15 = 0.132 Less pipe Π/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 face Π x 1.20m x 0.23m = 0.87

Π x (0.60+0.28) x √(0.60-0.28)² + (0.792)² = Π x 0.56 x 0.25 =

2.36 0.44 3.67

Sqm

114.07

418.50

2.83 3.70 0.83 7.36

Sqm

96.34

708.97

g. 12mm thick cement plaster (1:3) to outside

Π x 1.70 x 0.53 = Π x (0.85+0.53) x √(0.85-0.53)² + (0.79)² = Π x 1.06 x 0.25 =

h. Extra labour for making channel Mason (Special) 0.10 Each 205.00 20.50 Mason (2nd class) 0.10 Each 190.00 19.00 i. Cost of Cast Iron Manhole cover and frame (medium duty) 560mm internal dia = 128kg 1 Each 4435.00 4435.00 13488.51 j. Add Contractor's Profit & Overhead charges 2023.28 15% of 13488.51 15511.79 Cost for one Manhole say 15511.80 (iii)

a. b. c.

d.

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. Details of cost of one Manhole Cost of one Manhole with Cast Iron manhole cover (excluding cost of cover) as in item No 4.2.4 [B] (i) 9053.51 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 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 18 to 20 gauge. 0.045 Qntl 5769.58 259.63 9529.31 Cost for one Manhole Add Contractor's Profit & Overhead charges 1429.40 15% of 9529.31 10958.71 say 10958.70

206

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 4.2.5 Extra for every additional depth of 0.10m or part thereof above 1100mm upto 1650mm [ i ] depth in circular Manhole 900mm internal diameter as in item No. 4.2.4 [A] Details of cost of one additional depth of 0.10m a. 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 Π x 1.15 x 0.25 x 0.10 = 0.09 Cum 3032.54 272.93 b. 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 32.28 c. 12mm thick cement plaster (1:3) to outside Π x 1.40 x 0.10 = 0.44 Sqm 96.34 42.39 347.60 d. Add Contractor's Profit & Overhead charges 52.14 15% of 347.60 399.74 Extra cost for additional depth of 0.10 metre or part thereof say 399.70 [ ii ]

a.

b. c.

d.

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 ] Details of cost of one additional depth of 0.10m 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) Π x 1.45 x 0.25 x 0.10 = 0.114 Cum 3032.54 345.71 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 43.00 12mm thick cement plaster (1:3) to outside Π x 1.70 x 0.10 = 0.534 Sqm 96.34 51.45 440.16 Cost of one extra depth of 0.10 mtr Add Contractor's Profit & Overhead charges 66.02 15% of 440.16 506.18 Extra cost for additional depth of 0.10 metre or part thereof say 506.20

4.2.6 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. Details of cost for one step iron a. Cement concrete(1:3:6) using 12mm size hard granite chips 0.25 x 0.25 x 0.25 = 0.016 b. Carriage, painting and other sundries including curing etc c. Cost of MS bars 20mm dia 750mm length including cutting and bending the rod to the required size 0.018 d. Add Contractor's Profit & Overhead charges Cost of one step iron

15%

Cum

3275.90 L.S

52.41 11.00

Qntl

5769.58

of

167.26

103.85 167.26 25.09 192.35 192.40

say

207

Description Sl No Quantity Unit 2 1 3 4 4.3 CONCRETE PIPES WITH AND WITHOUT REINFORCEMENT


4.3.1 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 [i]

a.

b.

c.

[ ii ] a.

b.

c.

300mm diameter Details of cost for 10 metres Materials 300mm Concrete Pipes & socket =10.00m=10pieces Cement for 10 joints @ 0.006cum (0.086Qtl) Sand for 10 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 3,564.37 ÷ 10 =

10 0.086 0.012

Each Qntl Cum

221.50 714.00 46.00

2215.00 61.40 0.55

2.50 1.75 0.50

Each Each Each

190.00 150.00 170.00

15%

of

3099.45

say

475.00 262.50 85.00 3099.45 464.92 3564.37 356.44 356.40

350mm diameter Details of cost for 10 metres Materials 350mm concrete pipes & socket =10.00m=10pieces Cement for 10 joints=0.0075cum or 0.107Qtl Sand for 10 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 4,225.78 ÷ 10 =

10 0.107 0.015

Each Qntl Cum

258.10 714.00 46.00

2581.00 76.40 0.69

3.10 2.00 0.75

Each Each Each

190.00 150.00 170.00

15%

of

3674.59

say

589.00 300.00 127.50 3674.59 551.19 4225.78 422.58 422.60

[ iii ] 400mm diameter Details of cost for 10 metres Materials a. 400mm Concrete Pipes & socket =10.00m=10pieces

b.

c.

Cement for 10 joints=0.0085cum or 0.122Qtl Sand for 10 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 4,946.02 ÷ 10 =

10 0.122 0.017

Each Qntl Cum

290.80 714.00 46.00

2908.00 87.11 0.78

4.00 2.50 1.00

Each Each Each

190.00 150.00 170.00

15%

of

4300.89

760.00 375.00 170.00 4300.89 645.13 4946.02 494.60 494.60

say 208

Sl No 1

Description 2

Quantity 3

Unit 4


[ iv ] 450mm diameter Details of cost for 10 metres Materials a. 450mm concrete pipes & socket =10.00m=10pieces

b.

c.

Cement for 10 joints=0.012cum or 0.172Qtl Sand for 10 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 5,859.15 ÷ 10 =

10 0.172 0.024

Each Qntl Cum

338.40 714.00 46.00

3384.00 122.81 1.10

5.00 3.00 1.10

Each Each Each

190.00 150.00 170.00

15%

of

5094.91

950.00 450.00 187.00 5094.91 764.24 5859.15 585.92 585.90

say

4.3.2 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 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) [i] a.

b.

c.

[ ii ] a.

b.

c.

300mm diameter Details of cost for 10 metres Materials 300mm Class-NP-1 pipes =1.00m x 10 nos 300mm dia collar = 10nos Cement for 10 joints=0.015 cum or 0.215 Qtl Sand for 10 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 4,625.75 ÷ 10 =

350mm diameter Details of cost for 10 metres Materials 350mm Class-NP-1 pipes =1.00m x 10nos 350mm dia collar = 10nos Cement for 10 joints=0.017cum or 0.243Qtl Sand for 10 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 5,476.94 ÷ 10 =

10 10 0.215 0.03

Each Each Qtl Cum

221.50 83.00 714.00 46.00

2215.00 830.00 153.51 1.38

2.50 1.75 0.50

Each Each Each

190.00 150.00 170.00

15%

of

4022.39

say

475.00 262.50 85.00 4022.39 603.36 4625.75 462.58 462.60

10 10 0.243 0.034

Each Each Qtl Cum

258.10 99.00 714.00 46.00

2581.00 990.00 173.50 1.56

3.10 2.00 0.75

Each Each Each

190.00 150.00 170.00

15%

of

4762.56

589.00 300.00 127.50 4762.56 714.38 5476.94 547.69 547.70

say 209

Sl No 1

Description 2

[ iii ] 400mm diameter Details of cost for 10 metres Materials a. 400mm Class-NP-1 pipes =1.00m x 10nos 400mm dia collar = 10nos Cement for 10 joints=0.019cum or 0.272Qtl Sand for 10 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 6,300.80 ÷ 10 =

[ iv ] 450mm diameter Details of cost for 10 metres Materials a. 450mm Class-NP-2 pipes =1.00mx10nos 450mm dia collar = 10nos Cement for 10 joints=0.047cum or 0.47Qtl Sand for 10 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 7,704.59 ÷ 10 =

Quantity 3

Unit 4


10 10 0.272 0.038

Each Each Qtl Cum

290.80 107.00 714.00 46.00

2908.00 1070.00 194.21 1.75

4.00 2.50 1.00

Each Each Each

190.00 150.00 170.00

15%

of

5478.96

say

760.00 375.00 170.00 5478.96 821.84 6300.80 630.08 630.10

10 10 0.47 0.0665

Each Each Qtl Cum

338.40 139.00 714.00 46.00

3384.00 1390.00 335.58 3.06

5.00 3.00 1.10

Each Each Each

190.00 150.00 170.00

15%

of

6699.64

950.00 450.00 187.00 6699.64 1004.95 7704.59 770.46 770.50

say

4.3.3 Laying (to level or slopes) conforming to IS 783-1959 and jointing with cement mortar 1:2 of 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) [i] a.

b.

c.

300mm diameter Details of cost for 10 metres Materials 300mm Class-NP-2 pipes =1.00mx10nos Cement for 5 joints=0.0075cum or 0.107 Qtl Sand for 5 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 4,564.68 ÷ 10 =

10 0.107 0.015

Each Qtl Cum

346.00 714.00 46.00

3460.00 76.40 0.69

1.18 1.16 0.20

Each Each Each

190.00 150.00 170.00

15%

of

3969.29

224.20 174.00 34.00 3969.29 595.39 4564.68 456.47 456.50

say

210

Description Sl No 2 1 [ ii ] 350mm diameter Details of cost for 10 metres Materials a. 350mm Class-NP-2 pipes =1.00mx10nos Cement for 5 joints=0.0085cum or 0.122Qtl Sand for 5 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 4,788.47 ÷ 10 =

[ iii ] 400mm diameter Details of cost for 10 metres Materials a. 400mm Class-NP-2 pipes =1.00mx10nos Cement for 5 joints=0.0095cum or 0.136Qtl Sand for 5 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 6,081.17 ÷ 10 =

[ iv ] 450mm diameter Details of cost for 10 metres Materials a. 450mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0133cum or 0.19Qtl Sand for 4 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 7,190.93 ÷ 10 =

[v] a.

500mm diameter Details of cost for 10 metres Materials 500mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0146cum or 0.209 Qtl Sand for 4 joints

211

Quantity 3

Unit 4


10 0.122 0.017

Each Qtl Cum

360.00 714.00 46.00

3600.00 87.11 0.78

1.30 1.30 0.20

Each Each Each

190.00 150.00 170.00

15%

of

4163.89

say

247.00 195.00 34.00 4163.89 624.58 4788.47 478.85 478.90

10 0.136 0.019

Each Qtl Cum

468.00 714.00 46.00

4680.00 97.10 0.87

1.40 1.40 0.20

Each Each Each

190.00 150.00 170.00

15%

of

5287.97

say

266.00 210.00 34.00 5287.97 793.20 6081.17 608.12 608.10

10 0.19 0.0266

Each Qtl Cum

555.00 714.00 46.00

5550.00 135.66 1.22

1.50 1.50 0.33

Each Each Each

190.00 150.00 170.00

15%

of

6252.98

say

285.00 225.00 56.10 6252.98 937.95 7190.93 719.09 719.10

628.00 714.00 46.00

6280.00 149.23 1.34

10 0.209 0.0292

Each Qtl Cum

Description Sl No 2 1 Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 8,093.09 ÷ 10 =

[ vi ] 600mm diameter Details of cost for 10 metres Materials a. 600mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0172cum or 0.246Qtl Sand for 4 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 11,084.76 ÷ 10 =

[ vii ] 700mm diameter Details of cost for 10 metres Materials a. 700mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0198cum or 0.283Qtl Sand for 4 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 14,301.03 ÷ 10 =

[ viii ] 800mm diameter Details of cost for 10 metres Materials a. 800mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0226cum or 0.323Qtl Sand for 4 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 17,341.20 ÷ 10 =

Quantity 3

Unit 4


1.62 1.62 0.33

Each Each Each

190.00 150.00 170.00

15%

of

7037.47

say

307.80 243.00 56.10 7037.47 1055.62 8093.09 809.31 809.30

10 0.246 0.0344

Each Qtl Cum

878.00 714.00 46.00

8780.00 175.64 1.58

1.84 1.84 0.33

Each Each Each

190.00 150.00 170.00

15%

of

9638.92

say

349.60 276.00 56.10 9638.92 1445.84 11084.76 1108.48 1108.50

10 0.283 0.0396

Each Qtl Cum

1146.00 714.00 46.00

11460.00 202.06 1.82

2.06 2.06 0.42

Each Each Each

190.00 150.00 170.00

15%

of

12435.68

say

391.40 309.00 71.40 12435.68 1865.35 14301.03 1430.10 1430.10

10 0.323 0.0452

Each Qtl Cum

1400.00 714.00 46.00

14000.00 230.62 2.08

2.28 2.28 0.42

Each Each Each

190.00 150.00 170.00

15%

of

15079.30

433.20 342.00 71.40 15079.30 2261.90 17341.20 1734.12 1734.10

say 212

Sl No 1

Description 2

[ ix ] 900mm diameter Details of cost for 10 metres Materials a. 900mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0253cum or 0.362Qtl Sand for 4 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 21,827.92 ÷ 10 =

[x] a.

b.

c.

1000mm diameter Details of cost for 10 metres Materials 1000mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.028cum or 0.4Qtl Sand for 4 joints Labour charges Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 26,466.65 ÷ 10 =

[ xi ] 1100mm diameter Details of cost for 10 metres Materials a. 1100mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.0308cum or 0.44Qtl Sand for 4 joints Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 30,477.98 ÷ 10 =

[ xii ] 1200mm diameter Details of cost for 10 metres Materials a. 1200mm Class-NP-2 pipes =1.00mx10nos Cement for 4 joints=0.03348cum or 0.479Qtl Sand for 4 joints

213

Quantity 3

Unit 4


10 0.362 0.0506

Each Qtl Cum

1771.00 714.00 46.00

17710.00 258.47 2.33

2.50 3.00 0.50

Each Each Each

190.00 150.00 170.00

15%

of

18980.80

say

475.00 450.00 85.00 18980.80 2847.12 21827.92 2182.79 2182.80

10 0.400 0.0560

Each Qtl Cum

2146.00 714.00 46.00

21460.00 285.60 2.58

2.72 4.43 0.50

Each Each Each

190.00 150.00 170.00

15%

of

23014.48

say

516.80 664.50 85.00 23014.48 3452.17 26466.65 2646.67 2646.70

10 0.440 0.0616

Each Qtl Cum

2458.00 714.00 46.00

24580.00 314.16 2.83

2.94 6.30 0.60

Each Each Each

190.00 150.00 170.00

15%

of

26502.59

say

558.60 945.00 102.00 26502.59 3975.39 30477.98 3047.80 3047.80

2829.00 714.00 46.00

28290.00 342.01 3.08

10 0.479 0.0669

Each Qtl Cum

Description Sl No 2 1 Labour charges b. Mason (2nd class) Male worker (unskilled) Bhisti (semiskilled) (a+b) c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 35,251.74 ÷ 10 =

Quantity 3

Unit 4


3.18 8.67 0.67

Each Each Each

190.00 150.00 170.00

15%

of

30653.69

say

604.20 1300.50 113.90 30653.69 4598.05 35251.74 3525.17 3525.20

4.3.4 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 measured and aid for se aratel [i] a.

b.

c.

[ ii ] a.

b.

c.

100mm diameter Details of cost for 10 joints =10x1.93=19.30 mtrs Materials 100mm Concrete S/S Pipes Class NP-2 19.30 Labour 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 Jointing with rubber ring 100 mm dia rubber ring for 10 joints 10 Labour charges Plumber Fitter(S) =5/6 0.833 Helper to plumber or fitter=2/3 0.667 Male worker=5/3 1.667 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 7,029.78 ÷ 19.3 =

150mm diameter Details of cost for 10 joints =10x1.93=19.3 mtrs Materials 150mm Concrete S/S Pipes Class NP-2 19.30 labour for laying (same as C.I pipe) wt. of 10 pcs of pipe= 19.3x37.8238=729.99 kg =7.30 qntl 7.30 Jointing with rubber ring 150 mm dia rubber ring for 10 joints 10.000 Labour charges Plumber Fitter(S) = 4/3 1.33 Helper to plumber or fitter=2/3 0.67 Male worker=29/12 2.42 (a+b) Add Contractor's Profit & Overhead charges 15% Total (a+b+c) Rate per metre = 8,509.34 ÷ 19.3 =

mtr

256.48

4950.06

qntl

50.72

291.13

each

35.00

350.00

Each Each Each

190 170 150

of

6112.85

say

158.33 113.33 250.00 6112.85 916.93 7029.78 364.24 364.20

mtr

305.70

5900.01

qntl

50.72

370.26

each

40.00

400.00

Each Each Each

190 170 150

of

7399.43

253.33 113.33 362.50 7399.43 1109.91 8509.34 440.90 440.90

say

214

Description Sl No Quantity Unit 2 1 3 4 [ iii ] 200mm diameter Details of cost for 10 joints =10x1.93=19.3 mtrs Materials a. 200mm Concrete S/S Pipes Class NP-2 19.30 mtr labour for laying (same as C.I pipe) wt. of 10 pcs of pipe= 19.30 x 48.92=944.156 kg =9.4416 qntl 9.4416 qntl Jointing with rubber ring 200 mm dia rubber ring for 10 joints 10 each Labour charges b. Plumber Fitter(S) 1.33 Each Helper to plumber or fitter 1.00 Each Male worker 3.00 Each (a+b) 15% of c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 10,179.93 ÷ 19.30 =

[ iv ] 250mm diameter Details of cost for 10 joints =10x2.43=24.30 mtrs Materials a. 250mm Concrete S/S Pipes Class NP-2 24.30 mtr Labour for laying (same as C.I pipe) Wt. of 10 pcs of pipe= 24.30 x 58.43=1419.849 kg =14.1985 qntl 14.1985 qntl Jointing with rubber ring 250 mm dia rubber ring for 10 joints 10 each Labour charges b. Plumber Fitter(S)=4/3 1.33 Each Helper to plumber or fitter=1 1.00 Each Male worker=3 3.00 Each (a+b) 15% of c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 13,619.88 ÷ 24.3 =


365.28

7049.90

50.72

478.88

45.00

450.00

190 170 150

say

253.33 170.00 450.00 8852.11 1327.82 10179.93 527.46 527.50

401.23

9749.89

50.72

720.15

50.00

500.00

190 170 150

253.33 170.00 450.00 11843.37 1776.51 13619.88 560.49 560.50

8852.11

11843.37

say

4.3.5 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 measured and paid for separately) [i] a.

b.

300mm diameter Details of cost for 10 joints =10x2.41=24.10 mtrs Materials 300mm Concrete S/S Pipes Class NP-3 24.10 mtr 713.69 Labour 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 20.90 qntl 50.72 Jointing with rubber ring 300 mm dia rubber ring for 10 joints 10 each 80.00 Labour charges Plumber Fitter(S)=4/3 1.33 Each 190 Helper to plumber or fitter=1 1.00 Each 170 Male worker=10/3 3.33 Each 150 (a+b) 215

17199.93

1060.05 800.00 253.33 170.00 500.00 19983.31

Description Sl No 2 1 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 22,980.81 ÷ 24.1 =

[ ii ] a.

b.

c.

Quantity 3 15%

Unit 4 of


350mm diameter Details of cost for 10 joints =10x2.38=23.80 mtrs Materials 350mm Concrete S/S Pipes Class NP-3 23.80 mtr 1260.50 Labour for laying (same as C.I pipe) Wt. of 10 pcs of pipe= 23.80 x 666.55/2.38=23.80x280.063kg =66.655 qntl 66.66 qntl 50.72 Jointing with rubber ring 350 mm dia rubber ring for 10 joints 10 each 105.00 Labour charges Plumber Fitter(S)=3/2 1.50 Each 190 Helper to plumber or fitter=2 2.00 Each 170 Male worker=9/2 4.50 Each 150 (a+b) Add Contractor's Profit & Overhead charges 15% of 35730.64 Total (a+b+c) Rate per metre = 41,090.24 ÷ 23.80 = say

[ iii ] 400mm diameter Details of cost for 10 joints =10x2.38=23.80 mtrs Materials a. 400mm Concrete S/S Pipes Class NP-3 23.80 mtr 1399.16 Labour for laying (same as C.I pipe) Wt. of 10 pcs of pipe= 23.80 x 742.75/2.38=23.80x312.0798kg =74.275 qntl 74.275 qntl 50.72 Jointing with rubber ring 400 mm dia rubber ring for 10 joints 10 each 135.00 Labour charges b. Plumber Fitter(S)=3/2 1.50 Each 190 Helper to plumber or fitter=2 2.00 Each 170 Male worker=9/2 4.50 Each 150 (a+b) 15% of 39717.24 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 45,674.83 ÷ 23.80 = say [ iv ] 450mm diameter Details of cost for 10 joints =10x2.38=23.80 mtrs Materials a. 450mm Concrete S/S Pipes Class NP-3 23.80 mtr 1552.52 Labour 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 81.896 qntl 50.72 Jointing with rubber ring 450 mm dia rubber ring for 10 joints 10 each 170.00 Labour charges b. Plumber Fitter(S)=2 2.00 Each 190 Helper to plumber or fitter=2 2.00 Each 170 Male worker=5 5.00 Each 150 (a+b) 216

29999.90

3380.74 1050.00 285.00 340.00 675.00 35730.64 5359.60 41090.24 1726.48 1726.50

33300.01

3767.23 1350.00 285.00 340.00 675.00 39717.24 5957.59 45674.83 1919.11 1919.10

36949.98

4153.77 1700.00 380.00 340.00 750.00 44273.75


[v] a.

b.

c.

Quantity 3 15%

Unit 4 of


500mm diameter Details of cost for 10 joints =10x2.38=23.80 mtrs Materials 500mm Concrete S/S Pipes Class NP-3 23.80 mtr 1752.10 Labour 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 88.453 qntl 50.72 Jointing with rubber ring 500 mm dia rubber ring for 10 joints 10 each 200.00 Labour charges Plumber Fitter(S)=2 2.00 Each 190 Helper to plumber or fitter=2 2.00 Each 170 Male worker=5 5.00 Each 150 (a+b) Add Contractor's Profit & Overhead charges 15% of 49656.32 Total (a+b+c) Rate per metre = 57,104.77 ÷ 23.80 = say

[ vi ] 600mm diameter Details of cost for 10 joints =10x2.35=23.50 mtrs Materials a. 600mm Concrete S/S Pipes Class NP-3 23.50 mtr 2278.72 Labour 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 121.755 qntl 50.72 Jointing with rubber ring 600 mm dia rubber ring for 10 joints 10 each 240.00 Labour charges b. Plumber Fitter(S)=8/3 2.67 Each 190 Helper to plumber or fitter=8/3 2.67 Each 170 Male worker=23/3 7.67 Each 150 (a+b) 15% of 64235.33 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 73,870.63 ÷ 23.50 = say [ vii ] 700mm diameter Details of cost for 10 joints =10x2.35=23.50 mtrs Materials a. 700mm Concrete S/S Pipes Class NP-3 23.50 mtr 2931.91 Labour 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 139.105 qntl 50.72 Jointing with rubber ring 700 mm dia rubber ring for 10 joints 10 each 325.00 Labour charges b. Plumber Fitter(S)=15/4 3.75 Each 190 Helper to plumber or fitter=15/4 3.75 Each 170 Male worker=43/4 10.75 Each 150 (a+b) 217

41699.98

4486.34 2000.00 380.00 340.00 750.00 49656.32 7448.45 57104.77 2399.36 2399.40

53549.92

6175.41 2400.00 506.67 453.33 1150.00 64235.33 9635.30 73870.63 3143.43 3143.40

68899.89

7055.41 3250.00 712.50 637.50 1612.50 82167.80


Quantity 3 15%

Unit 4 of


[ viii ] 800mm diameter Details of cost for 10 joints =10x2.35=23.50 mtrs Materials a. 800mm Concrete S/S Pipes Class NP-3 23.50 mtr 3612.77 Labour for laying (same as C.I pipe) Wt. of 10 pcs of pipe= 23.50 x1779.8/2.35=757.3617kgx23.50 =17798.00 kg 177.98 qntl 50.72 Jointing with rubber ring 800 mm dia rubber ring for 10 joints 10 each 375.00 Labour charges b. Plumber Fitter(S)=41/8 5.13 Each 190 Helper to plumber or fitter=41/8 5.13 Each 170 Male worker=103/7 14.71 Each 150 (a+b) 15% of 101729.39 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 116,988.80 ÷ 23.50 = say [ ix ] 900mm diameter Details of cost for 10 joints =10x2.35=23.50 mtrs Materials a. 900mm Concrete S/S Pipes Class NP-3 23.50 mtr 4127.66 Labour for laying (same as C.I pipe) Wt. of 10 pcs of pipe= 23.50 x2096.34/2.35=892.0596kgx23.50 =20963.400 kg 209.63 qntl 50.72 Jointing with rubber ring 900 mm dia rubber ring for 10 joints 10 each 480.00 Labour charges b. Plumber Fitter(S) 5.13 Each 190 Helper to plumber or fitter 5.13 Each 170 Male worker=19 7/8 19.88 Each 150 (a+b) 15% of 117258.90 c. Add Contractor's Profit & Overhead charges Total (a+b+c) Rate per metre = 134,847.74 ÷ 23.50 = say

218

84900.10

9027.15 3750.00 973.75 871.25 2207.14 101729.39 15259.41 116988.80 4978.25 4978.30

97000.01

10632.64 4800.00 973.75 871.25 2981.25 117258.90 17588.84 134847.74 5738.20 5738.20

Section 5 –

SINKING OF TUBE WELLS

Sl No 1

Description 2

Quantity 3

Unit 4


5.1 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 5.1.1 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). [ A ] Labour for drilling of 200mm dia bore 00 mtr to 30 mtrs Labour charges Considering 4 hours required for drilling of 200 mm dia. from 00 to 30.00 mtr a. Rig driller 0.30 Each 205.00 b. Asst driller 0.30 Each 190.00 c. Khallasi/ Mate 2.00 Each 170.00 Rate per metre

61.50 57.00 340.00 458.50

[ B ] Labour for drilling of 150 mm dia bore 30 mtrs to 150 mtrs Labour charges Considering 10 hours required for drilling of 150 mm dia. from 30 to 150 mtr a. Rig driller 0.75 Each 205.00 b. Asst driller 0.75 Each 190.00 c. Khallasi/ Mate 4.50 Each 170.00 Rate per metre

153.75 142.50 765.00 1061.25

[ C ] Fuel & Lubricants for 0 to 150 Mtrs. of drillin HSD requirement for 14 hours of drilling for both compressor and power pack 730 Ltrs 55.00 Add 5% for lubricant

40150.00 2007.50

[ D ] Hire Char es of the DTH Combination Ri C = Cost of the E ui ments N = No. of Blocks 2000 Hours in One Block L = Life of the E ui ment Considerin 10 Yrs. Life S an Dail workin Hours= 8 Hours Schedule Workin da s in Year = 200 Da s = 10 x 200 x 8 = 16000 Hours N = 16000 ÷ 2000 = 8 C = 12000000..00 Avera e Ca ital Investment =

=

= 68 88 000.00 219

Sl No 1 (i)

Description Quantity Unit Rate (Rs) Amount (Rs) 2 3 4 5 6 Ownershi Cost = De riciation er hour + Interest Char e er hour

(a) Depriciation per hour =

= = (937.50 + 500.00) X 1/2 = 718.75 hr (b) Interest Charge per hour =

Ownership Cost =

(Avg. Capital investment/ Scheduled Working Hour) x Rate of Interest = (68,88,000/2000) x 14/100 = 482.16

(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 (b) Helper 1 Each

(iv)

(v)

205.00 170.00

205.00 170.00 375.00 46.88

For 1 hour = 375.00 ÷ 8 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 Surcharge = 10% of Repair Cost = 750.00 x 10% = 75.00 Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation & Maintenance Cost + Supervision Charges + Surcharge + 750.00 + 1200.91 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 Total (A+B+C+D+E) Rate per metre = 92,421.88 ÷ 150 =

15%

of

80366.85

say

220

12055.03 92421.88 616.15 616.20

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.1.2 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 entr of forei n materials from above. (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 b. Asst driller 0.125 Each c. Khallasi/ Mate 0.75 Each [ B ] Fuel & Lubricants for 0 to 45 Mtrs. and above of Lowering HSD requirement for 1 hour of lowering for both compressor and power 80 Litre Add 5% for lubricant 15%

[ C ] Add Contractor's Profit & Overhead charges Total (A+B+C) Rate per metre = 5,516.41 ÷ 45 =

of

205.00 190.00 170.00 pack 55.00

4796.88

say

25.63 23.75 127.50

4400.00 220.00 4796.88 719.53 5516.41 122.59 122.60

5.1.3 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. (A)

Labour for developing of tubewell Considering 2 hour. required for Cleaning and developing the tube well a. Rig driller 0.25 Each b. Asst driller 0.25 Each c. Khallasi/ Mate 1.50 Each (B) Fuel & Lubricants for developing HSD requirement for 2 hour for both compressor and power pack 60 Litre Add 5% for lubricant

(C)

15%

Add Contractor's Profit & Overhead charges Total (A+B+C) Rate per each

of

205.00 190.00 170.00

51.25 47.50 255.00

55.00

3300.00 165.00 3818.75 572.81 4391.56 4392.00

3818.75 or say

5.1.4 Supplying all materials, labour, tools and plant and withdrawing casing pipes from the unsuccessful bore and depositing in the departmental store in good condition.

[A] a. b. c.

(Details for 30 Mtrs.) Labour for withdrawing of 200 mm dia PVC/GI Casing Pipe Rig driller 0.5 Each Asst driller 0.5 Each Khallasi/ Mate 3.50 Each

221

205.00 190.00 170.00

102.50 95.00 595.00

Description Sl No Quantity Unit 2 1 3 4 [ B ] Fuel & Lubricants for developing HSD requirement for 2 hour for both compressor and power pack 30 Litre Add 5% for lubricant [ 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) 15%

[ D ] Add Contractor's Profit & Overhead charges Total (A+B+C+D) Rate per metre = 5,540.82 ÷ 30 =

of


55.00

4818.10

or say

222

1650.00 82.50

2293.10 4818.10 722.72 5540.82 184.69 185.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.2 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 5.2.1 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 consumables etc for lowering of 125 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). [ A ] Labour for drilling of 125x100 mm dia bore 00 mtr to 60 mtrs Labour charges Considering 6 hours. required for drilling of one tube well a. Rig driller 0.75 Each 205.00 b. Asst driller 0.75 Each 190.00 c. Khallasi/ Mate 3.00 Each 170.00 [ B ] Fuel & Lubricants for 0 to 60 Mtrs. of drilling HSD requirement for 6 hours of drilling for both compressor and power pack 180 Litre 55.00 Add 5% for lubricant [ C ] Hire Charges of the DTH / Combination Rig C = Cost of the Equipments N = No. of Blocks 2000 Hours in One Block L = Life of the E ui ment Considerin 10 Yrs. Life S an Dail workin Hours= 8 Hours Schedule Workin da s in Year = 200 Da s = 10 x 200 x 8 = 16000 Hours N = 16000 ÷ 2000 = 8 C = 9000000..00 Avera e Ca ital Investment =

= = 5166000.00 (i)

Ownershi Cost = De riciation er hour + Interest Char e er hour


=

= (703.12 + 375.00) X 1/2 = 539.06 /hr (b) Interest Charge per hour = (Avg. Capital investment/ Scheduled Working Hour) x Rate of Interest = (51,66,000/2000) x 14/100 = 361.62 223

153.75 142.50 510.00

9900.00 495.00

Description Quantity Unit 2 3 4 Ownership Cost = (a) + (b) 361.62 539.06 + 900.68 /hr (ii) Operational Cost (a) Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100 = (9000000/16,000) x 100/100 = 562.50 /hr (iii) Operation & Maintenance Cost (a) Driller 1 Each (b) Helper 1 Each

Sl No 1


205.00 170.00

205.00 170.00 375.00 46.88

For 1 hours = 375.00 ÷ 8 (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 (v) Surcharge = 10% of Repair Cost = 562.50 x 10% 56.25 = Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation & Maintenance Cost + Supervision Charges + Surcharge 900.68 + 562.50 + 46.88 + 165.23 + 56.25 1731.54 = Hire Charges for approxmate 80 hours required for sinking of a tube well = 13852.32 Hire Charges 16 hrs = 1731.54 x 8 (A+B+C) 25053.57 [ D ] Add Contractor's Profit & Overhead charges 3758.04 15% of 25053.57 Total (A+B+C+D) 28811.61 Rate per metre = 28,811.61 ÷ 60 = 480.19 say 480.20 5.2.2 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. (Details for 30 Mtrs.) [ A ] Labour for lowering of 125 mm dia PVC/GI Casing Pipe Considering 1 hour. required for lowering of Casing Pipe a. Rig driller 0.125 b. Asst driller 0.125 c. Khallasi/ Mate 0.50

224

Each Each Each

205.00 190.00 170.00

25.63 23.75 85.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ B ] Fuel & Lubricants for 0 to 30 Mtrs. of lowerin HSD re uirement for 1 hour of lowerin for both com ressor and ower ack HSD re uirement for 2 hour for both com ressor and ower ack 30 Litre 55.00 1650.00 82.50 Add 5% for lubricant 1866.88 Add Contractor's Profit & Overhead charges 280.03 15% of 1866.88 2146.91 Rate per metre = 2,146.91 ÷ 30 = 71.56 say 71.60 5.2.3 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. [ A ] Labour for developing of tubewell Considering 1 hour. required for development of Tube well a. Rig driller 0.125 Each b. Asst driller 0.125 Each c. Khallasi/ Mate 0.50 Each [ B ] Fuel & Lubricants for developing HSD requirement for 1 hour for both compressor and power pack 30 Litre Add 5% for lubricant 15%

Add Contractor's Profit & Overhead charges

of

Rate per each

205.00 190.00 170.00

25.63 23.75 85.00

55.00

1650.00 82.50 1866.88 280.03 2146.91 2147.00

1866.88 or say

5.2.4 Supplying all materials, labour, tools and plant and withdrawing casing pipes from the unsuccessful bore and depositing in the departmental store in good condition. [ 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 0.19 a. Rig driller Each 205.00 0.19 b. Asst driller Each 190.00 0.75 c. Khallasi/ Mate Each 170.00 [ B ] Fuel & Lubricants for developing HSD requirement for 1 hour for both compressor and power pack 30 Litre 55.00 Add 5% for lubricant [ C ] Hire Charges of the DTH / Combination Rig Hire Charges for one & half hour of withdrawing detailed calculated in item No.2 (c) =Hire Charges x 1.5 hr 1731.54 x 1.50 = 15%


of

4532.36


225

38.95 36.10 127.50

1650.00 82.50

2597.31 4532.36 679.85 5212.21 173.74 173.70

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.3 Sinking of 125mm x 100mm size Tube well through calix rigs in hard granite including boulder formation areas with PVC/GI casing pipes 5.3.1 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. [ 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 8 a. Rig driller 8 x 1 = Each 205.00 1640.00 8 b. Asst driller 8 x 1 = Each 190.00 1520.00 48 c. Khallasi/ Mate 8 x 6 = Each 170.00 8160.00 [ B ] Fuel & Lubricants for developing 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 Add 5% for lubricant 352.00 [ 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 Avera e Ca ital Investment =

=

= 2 00 900.00 i

Ownershi Cost a Depriciation per hour =

= = (27.34 + 14.58) x 1/2 = 20.96 /hr

226

Description Sl No 2 1 (b) Interest Charge per hour =

Ownership Cost =

(a) + (b) 20.96 35.02

Quantity Unit Rate (Rs) Amount (Rs) 3 4 5 6 (Avg. Capital investment/ Scheduled Working Hour) x Rate of Interest = (2,00,900/2000) x 14/100 = 14.06 + /hr

14.06

(ii) Operational Cost (a) Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100 = (3,50,000/16,000) x 100/100 = 21.90 /hr (iii) Operation & Maintenance Cost (a) Driller 1 Each 1 Each (b) Helper

(iv)

(v)

205.00 170.00

= 375.00 For 1 hours ÷ 8 Supervision Charges 15% of use rate Use rate = Ownership cost + Repair cost-Rate Interest Charges + 21.90 14.06 = 35.02 x = 42.86 15% = 6.43 Surcharge = 10% of Repair Cost x = 21.90 10% 2.19 = Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation &

Maintenance Cost + Supervision Charges + Surcharge 35.02 46.88 + 21.90 + 112.42 + 6.43 + 2.19 = Hire Charges for approxmate 80 hours required for sinking of a tube well = Hire Charges 80 hrs. 112.42 x 80 (A+B+C) [ D ] Add Contractor's Profit & Overhead charges 15% of 27705.60 Total (A+B+C+D) Rate per metre = 31,861.44 ÷ 60 = say

205.00 170.00 375.00 46.88

8993.60 27705.60 4155.84 31861.44 531.02 531.00

5.3.2 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.

[A] a. b. c.

(Details for 30 Mtrs.) Labour for lowering of 125 mm dia PVC/GI Casing Pipes Considering 8 hours required for lowering of casing pipe 1 Rig driller Each 1 Asst driller Each 6 Khallasi/ Mate Each

227

205.00 190.00 170.00

205.00 190.00 1020.00

Description Sl No Quantity 2 1 3 [ B ] Fuel & Lubricants for 0 to 30 Mtrs. of Lowering HSD requirement for 5 hours @ 2 ltr.s per hour 10 Add 5% for lubricant 15%

[ C ] Add Contractor's Profit & Overhead charges

Unit 4


Litre

55.00

of

1992.50


550.00 27.50 1992.50 298.88 2291.38 76.38 76.40

5.3.3 Cleaning and developing the tube well with 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 direction of the Engineer in charge [ A ] Labour for developing of tubewell Considering 8 hours required for development of tube well 1 a. Rig driller 1 b. Asst driller 3 c. Khallasi/ Mate [ B ] Fuel & Lubricants for 0 to 30 Mtrs. of Lowering HSD requirement for 5 hours @ 2 ltr.s per hour 10 Add 5% for lubricant [ C ] Add Contractor's Profit & Overhead charges

15%

Each Each Each

205.00 190.00 170.00

205.00 190.00 510.00

Litre

55.00

of

1482.50

550.00 27.50 1482.50 222.38 1704.88 1705.00

Rate per each

or say

5.3.4 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 [A] a. b. c. [B]

Labour charges for Sanitary Sealing of 1 tube well Rig driller Each 205.00 0.50 Asst driller Each 190.00 0.50 Each 170.00 Khallasi/ Mate 0.50 HSD Required for grouting upto 5 Mtrs. depth using cement sealing 3 Litre 55.00 Add 5% for lubricant [ C ] Cost of Cement 1 Qntl 714.00 [ D ] Add Contractor's Profit & Overhead charges

15%

of

1169.75


228

102.50 95.00 85.00 165.00 8.25 714.00 1169.75 175.46 1345.21 269.04 269.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.3.5 Supplying all materials, labour, tools and plant and withdrawing casing pipe from the unsuccessful bore and depositing in the departmental store in good condition. [ 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 a. Rig driller Each 2 b. Asst driller Each 2 c. Khallasi/ Mate Each 6 [ B ] Fuel & Lubricants for 30 mtrs. casing withdrawing HSD requirement for 8 hour of withdrawing @ 2 ltr.s per hour 16 Litre Add 5% for lubricant [ 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 [ D ] Add Contractor's Profit & Overhead charges

15%

of

205.00 190.00 170.00

410.00 380.00 1020.00

55.00

880.00 44.00

3633.36


229

899.36 3633.36 545.00 4178.36 139.28 139.30

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.4 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) 5.4.1 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. [ 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. 20 days required with 8 hours of drilling daily for drilling upto 60 Mtrs. depth 20 a. Rig driller (20 x 1)= Each 205.00 4100.00 20 b. Asst driller (20 x 1)= Each 190.00 3800.00 120 c. Khallasi Mate 20 x 6 = Each 170.00 20400.00 [ B ] Fuel & Lubricants for 0 to 60 Mtrs. of drillin HSD re uirement for 20 da s x 8 hours = 160 hours of drillin b Calix Ri @ 2 ltr.s per hour 320 Litre 55.00 17600.00 880.00 Add 5% for lubricant [ C ] Hire Char es of the Calix Ri C = Cost of the E ui ments N = No. of Blocks 2000 Hours in One Block L = Life of the E ui ment (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 Average Capital Investment = =

= 2,00,900.00 (i)

Ownership Cost


=

= (27.34 + 14.58) x 1/2 = 20.96 /hr (b) Interest Charge per hour = (Avg. Capital investment/ Scheduled Working Hour) x Rate of Interest = (2,00,900/2000) x 14/100 = 14.06 Ownership Cost = (a) + (b) 20.96 + 14.06 35.02 /hr 230

Description Sl No Quantity Unit 2 1 3 4 (ii) Operational Cost (a) Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100 = (3,50,000/16,000) x 100/100 = 21.90 /hr (iii) Operation & Maintenance Cost (a) Driller 1 Each (b) Helper 1 Each

(iv)

(v)


205.00 170.00

For 1 hour = 375.00 ÷ 8 Supervision Charges 15% of use rate 15% of Use rate = (Ownership cost + Repair cost-Rate Interest Charges)x15% 14.06 )x15% =( 35.02 + 21.90 = 42.86 x 15% = 6.43 Surcharge = 10% of Repair Cost x = 21.90 10% 2.19 = Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation &

Maintenance Cost + Supervision Charges + Surcharge 35.02 46.88 + 21.90 + 112.42 + 6.43 + 2.19 = Hire Charges for approxmate 176 hours required for sinking of a tube well = Hire Charges 176 hrs. 112.42 x 176 (A+B+C) [ D ] Add Contractor's Profit & Overhead charges 15% of 66565.92 Total (A+B+C+D) Rate per metre = 76,550.81 ÷ 60 = say

205.00 170.00 375.00 46.88

19785.92 66565.92 9984.89 76550.81 1275.85 1275.90

5.4.2 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. [ 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 1 a. Rig driller Each 1 b. Asst driller Each 6 c. Khallasi/ Mate Each [ B ] Fuel & Lubricants for 0 to 30 Mtrs. of Lowering HSD requirement for lowering 10 Litre Add 5% for lubricant 15%

[ C ] Add Contractor's Profit & Overhead charges

of

205.00 190.00 170.00

205.00 190.00 1020.00

55.00

550.00 27.50 1992.50 298.88 2291.38 76.38 76.40

1992.50


231

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.4.3 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 necessar e ui ment and labour as er the direction of En ineer-in-Char e. [ A ] Labour for develo in of tubewell Considerin 8 hours re uired for develo ment of tube well a. Rig driller 1 b. Asst driller 1 c. Khallasi Mate 3 [ B ] Fuel & Lubricants for develo in HSD re uirement for 8 hour for com ressor 10 Add 5% for lubricant [ C ] Add Contractor's Profit & Overhead charges

15%

Rate per each

Each Each Each

205.00 190.00 170.00

205.00 190.00 510.00

Litre

55.00

of

1482.50

550.00 27.50 1482.50 222.38 1704.88 1705.00

or say

5.4.4 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 sanitar sealin [A] a. b. c. [B]

Labour charges for Sanitary Sealing of 1 tube well Rig driller Each 205.00 0.50 Asst driller Each 190.00 0.50 Each 170.00 Khallasi/ Mate 0.50 HSD Required for grouting upto 5 Mtrs. depth using cement sealing 3 Litre 55.00 Add 5% for lubricant [ C ] Cost of Cement 1 Qntl 714.00

102.50 95.00 85.00

165.00 8.25 714.00 1169.75 Add Contractor's Profit & Overhead charges 175.46 15% of 1169.75 1345.21 Rate per metre = 1,345.21 ÷ 5 = 269.04 say 269.00 5.4.5 Supplying all materials, labour, tools and plant and withdrawing casing pipe from the unsuccessful bore and depositing in the departmental store in good condition. [ 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 a. Rig driller Each 205.00 410.00 2 b. Asst driller Each 190.00 380.00 2 c. Khallasi/ Mate Each 170.00 1020.00 6 [ B ] Fuel & Lubricants for 30 mtrs. casing withdrawing HSD requirement for 8 hour of withdrawing @ 2 ltr.s per hour 16 Litre 55.00 880.00 44.00 Add 5% for lubricant [ C ] Hire Charges of the Calix Rig Hire Charges for 8 hour of drilling detailed calculated in item No.1 (c) 899.36 Hire Charges 8 hrs. 112.42 X 8 = 3633.36 Add Contractor's Profit & Overhead charges 545.00 15% of 3633.36 4178.36 Rate per metre = 4,178.36 ÷ 30 = 139.28 say 139.30 232

Sl No 1 5.5

Description 2

Quantity 3

Unit 4


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)

5.5.1 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 - [ A ] Setting for depths from 0 mtr to 100 mtr Labour charges a. Boring mistry b. Boring helper c. Cost of bullah, bamboo and kata rasi etc

4 20 LS

Each Each

190.00 170.00

d. Add Contractor's Profit & Overhead charges

15%

of

4560.00

Rate per each setting

or say

[ B ] Setting for depths from 0 mtr to 200 mtr Labour charges a. Boring mistry b. Boring helper c. Cost of bullah, bamboo and kata rasi etc

4 23 LS

Each Each

190.00 170.00

d. Add Contractor's Profit & Overhead charges

15%

of

5470.00


or say

[ C ] Setting for depths from 0 mtr to 200 mtr and beyond Labour charges a. Boring mistry 4 b. Boring helper 27 c. Cost of bullah, bamboo and kata rasi etc LS d. Add Contractor's Profit & Overhead charges

15%

Each Each

190.00 170.00

of

6350.00


or say

760.00 3400.00 400.00 4560.00 684.00 5244.00 5244.00

760.00 3910.00 800.00 5470.00 820.50 6290.50 6291.00

760.00 4590.00 1000.00 6350.00 952.50 7302.50 7303.00

5.5.2 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 To be paid as per actual on the current OPWD Schedule of Rate

233

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.5.3 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-incharge Labour for drilling pilot bore from 0 to 360 mtr Labour charges a. Boring mistry 0.70 b. Boring helper 1.60 c. Add Contractor's Profit & Overhead charges

15%

Each Each

190.00 170.00

of

405.00 say

133.00 272.00 405.00 60.75 465.75 465.80

5.5.4 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 re uired labour to carr out the lo in o eration. Labour for lo in Considering 3 days required for logging a. Borin Mistr 2 x 3 = 6 b. Khallasi Mate Hel er = 4 x 3 = 12 c. Add Contractor's Profit & Overhead charges

6 12

Each Each

190.00 170.00

15%

of

3180.00 say

1140.00 2040.00 3180.00 477.00 3657.00 3657.00

5.5.5 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. [ A ] Reaming from 100 mm to 150 mm dia, 0 mtr to 360 mtr Labour charges a. Boring Mistry 0.10 Each b. Boring Helper 0.20 Each c. Add Contractor's Profit & Overhead charges

15%

of

190.00 170.00 53.00 say

[ B ] Reaming from 150 mm to 200 mm dia, 0 mtr to 360 mtr Labour charges a. Boring Mistry 0.15 Each b. Boring Helper 0.32 Each c. Add Contractor's Profit & Overhead charges

15%

of

190.00 170.00 82.90 say

234

19.00 34.00 53.00 7.95 60.95 61.00

28.50 54.40 82.90 12.44 95.34 95.30

Description Sl No Quantity Unit 2 1 3 4 [ C ] Reaming from 200 mm to 250 mm dia, 0 mtr to 360 mtr Labour char es a. Borin Mistr 0.17 Each b. Borin Hel er 0.35 Each c. Add Contractor's Profit & Overhead charges

15%

of


190.00 170.00 91.80 say

32.30 59.50 91.80 13.77 105.57 105.60

5.5.6 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 Engineerin-Charge. Labour charges a. Boring Mistry b. Boring Helper

0.75 3.00

Each Each

190.00 170.00

c. Add Contractor's Profit & Overhead charges

15%

of

652.50 say

142.50 510.00 652.50 97.88 750.38 750.40

5.5.7 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 [ A ] 125mm /100 mm nominal dia pvc pipe Labour charges a. Boring Mistry b. Boring Helper

0.045 0.053

Each Each

190.00 170.00


15%

of

17.56 say

[ B ] 50mm nominal dia PVC pipe Labour charges a. Boring Mistry b. Boring Helper c. Add Contractor's Profit & Overhead charges

0.035 0.035

Each Each

190.00 170.00

15%

of

12.60 say

8.55 9.01 17.56 2.63 20.19 20.20

6.65 5.95 12.60 1.89 14.49 14.50

5.5.8 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. Labour charges a. Boring Mistry b. Boring Helper

3.50 9.00

Each Each

190.00 170.00


15%

of

2195.00 say

235

665.00 1530.00 2195.00 329.25 2524.25 2524.30

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.5.9 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 Labour charges a. Boring Mistry b. Boring Helper c. Add Contractor's Profit & Overhead charges

1 3

Each Each

190.00 170.00

15%

of

700.00 say

190.00 510.00 700.00 105.00 805.00 805.00

5.5.10 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) Labour char es a. Boring Mistry b. Borin Hel er c. Add Contractor's Profit & Overhead charges

1 2

Each Each

190.00 170.00

15%

of

530.00 say

190.00 340.00 530.00 79.50 609.50 609.50

5.5.11 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. a. Hire charges of deisel compressor(300cfm) b. Consumption of HSD

1 10

Hour ltr

711.00 55.00


15%

of

1261.00 say

711.00 550.00 1261.00 189.15 1450.15 1450.20

5.5.12 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 Labour char es a. Boring Mistry b. Borin Hel er

0.75 2.80

Each Each

190.00 170.00


15%

of

618.50 say

236

142.50 476.00 618.50 92.78 711.28 711.30

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.6 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

5.6.1 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. ( 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 Well a. Rig driller 5 x 1 = 5 Each 205.00 1025.00 b. Asst driller 5 x 1 = 5 Each 190.00 950.00 c. 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 1320.00 Add 5% for lubricant [ C ] Hire Charges of the DTH / Combination 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) Dail workin Hours= 8 Hours Schedule Working days in Year = 200 Days) = 10 x 200 x 8 = 16000 Hours N = 16000 ÷ 2000 = 8 C = 9000000..00 Average Capital Investment =

= = 5166000.00 (i)

Ownership Cost


= = (703.12 + 375.00) x 1/2 = 539.06 (b) Interest Charge per hour = (Avg. Capital investment/ Scheduled Working Hour) x Rate of Interest = (51,66,000/2000) x 14/100 = 361.62 237

Description Quantity Unit 2 3 4 Ownership Cost = (a) + (b) 539.06 + 361.62 900.68 /hr (ii) Operational Cost (a) Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100 = (90,00,000/16,000) x 100/100 = 562.50 /hr (iii) Operation & Maintenance Cost (a) Driller 1 Each (b) Helper 1 Each

Sl No 1

(iv)

(v)


205.00 170.00

For 1 hours = 375.00 ÷ 8 Supervision Charges = 15% of use rate 15% of Use rate = (Ownership cost + Repair cost-Rate Interest Charges)x15% 361.62 ) x 15% =( 900.68 + 562.50 = 1101.56 x 15% = 165.23 Surcharge = 10% of Repair Cost = 562.50 x 10% 56.25 = Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation &

Maintenance Cost + Supervision Charges + Surcharge + 562.50 + 900.68 46.88 1731.54 + 165.23 + 56.25 = Hire Charges for approxmate 40 hours required for sinking of a production well = Hire Charges 40 hrs = 1731.54 x 40 (A+B+C) [ D ] Add Contractor's Profit & Overhead charges 15% of 106606.60 Total (A+B+C+D) Rate per metre = 122,597.59 ÷ 100 = say

205.00 170.00 375.00 46.88

69261.60 106606.60 15990.99 122597.59 1225.98 1226.00

( II ) 100 mtr. to 200 Mtrs [ A ] Labour charges Considering 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 1230.00 b. Asst driller 6 x 1 = 6 Each 190.00 1140.00 c. Khallasi/ Mate 6 x 9 = 54 54 Each 170.00 9180.00 [ B ] Fuel & Lubricants for 101 to 200 Mtrs. of drilling HSD requirement for 48 hours @ 12 Ltrs/hour of drilling for both compressor and power pack 576 Ltrs 55.00 31680.00 1584.00 Add 5% for lubricant [ 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 ) 48 Hrs 1731.54 83113.92 Hire Charges [ D ] Cost of Bentonite 15 ba s @ 25k 3.75 Qntl 269.00 1008.75 Ba 128936.67 Add Contractor's Profit & Overhead charges 19340.50 15% of 128936.67 148277.17 Rate per metre = 148,277.17 ÷ 100 = 1482.77 say 1482.80

238

Description Sl No 2 1 ( III ) 200 Mtrs Mtrs to 300 300 Mtrs. Mtrs. and above above

Quantity 3

Unit 4


[ A ] Labour charges Considering 7 days require with 8 hours per day for drilling of 201 to 300 mtr & above of one Production Well a. Rig driller 6 x 1 = 6 Each 205.00 1230.00 b. Asst driller 6 x 1 = 6 Each 190.00 1140.00 c. Khallasi/ Mate 6 x 9 = 54 54 Each 170.00 9180.00 [ B ] Fuel & Lubricants for 201 to 300 Mtrs. & above of drilling HSD requirement for 56 hours @ 12 Ltrs/hour of drilling for both compressor and power pack 672 Ltrs 55.00 36960.00 1848.00 Add 5% for lubricant lubricant [ 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) 56 Hrs 1731.54 96966.24 Hire Charges [ D ] Cost of Bentonite 17.5 bags @ 25kg / Bag 4.38 Qntl 269.00 1176.88 148501.12 Add Contractor's Contractor's Profit & Overhead charges 22275.17 15% of 148501.12 170776.29 Rate per metre metre = 170,776.29 170,776.29 ÷ 100 100 = 1707.76 say 1707.80 5.6.2 Supply of all labour & T&P for low lowerin ering g the the foll follow owin ing g size size G.I. G.I./ /PVC PVC pipe pipes s with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical posit ositio ion n, inc includ luding ing cutti uttin ng and thre thread adin ing g pipe ipe and and slo slotted tted pip pipe and fixi fixing ng all all join ointin ting mater ateria ials ls etc. tc. comp omplete lete and kee keepin ping the the top top of the the casi casin ng pipe ipe thre thread aded ed inc includ luding ing plug lugging ing tub tube wells ells to preve reven nt entry of foreign materials from above excluding cost of fittings & jointing materials. 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 compressor and power pack 96 Litre 55.00 5280.00 Add 5% for lubricant lubricant 264.00 [ C ] Hire Charges for approxmate 8 hours required for lowering of casing pipe 8 Hrs 1731.54 13852.32 Hire Charges 21321.32 Add Contractor's Contractor's Profit & Overhead charges 3198.20 15% of 21321.32 24519.52 Rate per metre metre = 24,519.52 24,519.52 ÷ 300 = 81.73 say 81.70 5.6.3 Cleaning and developing the production well using their own compressor continuously worked rked till till clear lear and and adeq dequate ate disch ischar arg ge is obtain taine ed from from the the tub tube well ell inc includi ludin ng supply pply and and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. Engineer-in-Charge. (A)

Labour for developing of production well 239

Description Quantity Unit Rate (Rs) Am Amount (Rs) 2 3 4 5 6 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 HSD requirement requirement for 8 hour for both compressor compressor and power pack 80 Litre 55.00 4400.00 Add 5% for lubricant lubricant 220.00 productionwell [ C ] Hire Charges for approxmate 8 hours required for developing of productionwell Hire Charges 8 Hrs 1731.54 13852.32 19547.32 Add Contractor's Contractor's Profit & Overhead charges 2932.10 15% of 19547.32 22479.42 say 22479.40

Sl No 1

5.6.4 Sup Supplyin lying g all all lab labour, our, tool toolss and and plan lant and and grou routing ting with ith cement ent bento enton nite ite slurr lurry y for saline saline sealin sealing g in the bore around the 200mm dia P.V.C. Casing pipe etc all complete as per the direction of the Engineer-in-Charge. Engineer-in-Charge. (Excluding the cost of Cement.) a. Boring Mistry b. Boring Helper

3.50 9.00

Each Each

190.00 170.00

c. Add Contractor's Contractor's Profit & Overhead charges

15%

of

2195.00 say

665.00 1530.00 2195.00 329.25 2524.25 2524.30

5.6.5 Sup Supplyin lying g all labo labour ur,,T&P T&P and and materi terial alss for packing the bore with ith washed gravel (siz (size e P-6) P-6) around the pipes in good quality excluding cost of grav ravel etc complet lete as per the direction of the Engineer-in-Charge. Details for 1 cum a. Boring Mistry b. Boring Helper c. Add Contractor's Contractor's Profit & Overhead charges Rate per cum

1.00 3.00

Each Each

190.00 170.00

15%

of

700.00 say

190.00 510.00 700.00 105.00 805.00 805.00

5.6.6 Supplying all materials labour and T&P and grouting with cement slurry for sani sanita tary ry seal sealin ing g 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 (A)

Labour for sanitary sealing a. Asst driller = 1 x 0.75 = 0.75 b. Khallasi/ Mate = 1 x 2.80 = 2.80 (B) Cost of Cement 5 bags Add Contractor's Contractor's Profit & Overhead charges

0.75 2.80 2.50

Each Each Qntl

190.00 170.00 714.00

15%

of

2403.50 say

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)

240

142.50 476.00 1785.00 2403.50 360.53 2764.03 2764.00

Description Sl No Quantity Unit Rate (Rs) Am Amount (Rs) 2 1 3 4 5 6 5.6.7 Supplying all materials, labour, tools and plant and withdrawing casing pipe from the unsuccessful bore and bore and depositing in the departmental store in good condition. Details for 300 Mtrs [ A ] Labour for withdrawing of 200mm dia PVC/GI Casing Pipe Considering 8 hour hour required for withdrawing withdrawing of Casing Pipe a. Rig driller 1 Each 205.00 b. Asst driller 1 Each 190.00 c. Khallasi/ Mate 9 Each 170.00 [ B ] Fuel & Lubricants for 300 mtrs. casing withdrawing HSD requirement requirement for 8 hour of withdrawing withdrawing for both compressor compressor and power pack 96 Litre 55.00 Add 5% for lubricant lubricant [ 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 15%

Add Contractor's Contractor's Profit & Overhead charges

of

21321.32

Rate per metre metre = 24,519.52 24,519.52 ÷ 300 = say

241

205.00 190.00 1530.00

5280.00 264.00

13852.32 21321.32 3198.20 24519.52 81.73 81.70

Description 2

Sl No 1

Quantity 3

Unit 4


5.7 CONSTRUCTION OF 150MM DIA GRAVEL PACKED PRODUCTION WELL THROUGH HAND BORING (WATER JET) METHOD WITH SANI SA NITA TARY RY SA SALI LINE NE SEAL SEALIN ING G 5.7.1 Supplying all materials, labour, tools and plant and sett settin ing g up borin oring g equip quipme men nts 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 equi equipm pme ents nts, clean leanin ing g and leve levell llin ing g the the site, ite, exc excavat avatio ion n of mud pit, it, channe annels ls etc etc. leve levell llin ing g of site ite all all complete as per direction of Engineer-in-charge. Engineer-in-charge. Labour charges a. Bo Boring mistry b. Boring helper c. Cost of bullah, bamboo and kata rasi etc d. Add Contractor's Profit & Overhead charges

4 23 LS

Each Each

190.00 170.00

15%

of

5470.00

Rate per setting

or say

760.00 3910.00 800.00 5470.00 820.50 6290.50 6291.00

5.7.2 Supplying all labour, tools and plants and tran transp spor orti ting ng bori boring ng pipe pipes, s, top top casi casing ng,, grou grouti ting ng pipe pipes, s, PVC PVC pipe pipes s an and d fitt fittin ings gs,, PVC well ell screen reenss, cem emen entt bent entonit onite e and and gra gravels vels etc etc to work ork sites ites including loading and unloading etc. complete as per the direction of the Engineer-in-charge Engineer-in-charge To be paid as per actual on the current OPWD Schedule of Rate 5.7.3 Supplying all labour, tools and plants and dril drilli ling ng pilo pilott bore bore not less than 102 mm dia without casing pipes in all kinds of soils for the following depths excluding supply of necessary cutting equi equipm pmen ents ts,, extr extra a sock socket etss (whe (whene neve verr requ requir ired ed)) etc etc and and with withdr draw awin ing g the the bori boring ng pipe pipes, s, wash washin ing g and and keeping the bore clear for logging if required all complete as per the direction of Engineer-incharge Labour for drilling pilot bore from 0 to 360 mtr Labour charges a. Boring mistry 0.70 b. Boring helper 1.60

Each Each

190.00 170.00

Labour for logging Considerin 3 da s re uired for lo in a. Boring Mistry 2 x 3 = 6 b. Khalla allassi Mate Mate Hel er = 4 x 3 = 12 12

6 12

Each Each

190.00 170.00

15%

of

3180.00

133.00 272.00 405.00 c. Add Contractor's Contractor's Profit & Overhead charges 60.75 15% of 405.00 465.75 say 465.80 5.7.4 Supplying all required labour for logging the bore through departmental log logging team (till logging team arrives at the site, the contractor is to keep the bore intact by circulating mud thro throu ugh the the mud circ irculati latin ng syste ystem m) and when the the log loggin ging tea team arri arrive vess at the the site, ite, the the contra ntracctor tor 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.


say 242

1140.00 2040.00 3180.00 477.00 3657.00 3657.00

Sl No 1

Description 2

Quantity 3

Unit 4


5.7.5 Supplying all labour, tools land plant and reaming the pilot bore to the following sizes and dept depths hs with withou outt casi casing ng pipe pipess incl includ udin ing g with withdr draw awin ing g the the bori boring ng pipe pipes, s, wash washin ing g the the bore bore by me mean anss of pipe cylinder etc all complete as per direction of Engineer-in-Charge. Engineer-in-Charge. [ A ] Reaming from 100 mm to 150 mm dia, 0 mtr to 360 mtr Labour charges a. Boring Mistry 0.10 Each b. Boring Helper 0.30 Each c. Add Contractor's Contractor's Profit & Overhead charges

15%

of

190.00 170.00 70.00 say

[ B ] Reaming from 150 mm to 200 mm dia, 0 mtr to 360 mtr Labour charges a. Boring Mistry 0.15 Each b. Boring Helper 0.32 Each c. Add Contractor's Contractor's Profit & Overhead charges

15%

of

190.00 170.00 82.90 say

[ C ] Reaming from 200 mm to 250 mm dia, 0 mtr to 360 mtr Labour charges a. Boring Mistry 0.17 Each b. Boring Helper 0.35 Each c. Add Contractor's Contractor's Profit & Overhead charges

15%

of

190.00 170.00 91.80 say

19.00 51.00 70.00 10.50 80.50 80.50

28.50 54.40 82.90 12.44 95.34 95.30

32.30 59.50 91.80 13.77 105.57 105.60

5.7.6 Sup Supplyin lying g all all lab labour, our, tool toolss and and plan lant and join jointi tin ng materi terial alss and and low lowerin ering g the the 300m 300mm m dia top top casin asing g pipes ipes into into the the pos positio itioin in and and rem removing ving the the same afte afterr use all all com complete lete as per dire irectio tion of En Eng gine ineererin-Charge. Labour charges a. Boring Mistry b. Boring Helper

0.75 3.00

Each Each

190.00 170.00


15%

of

652.50 say

142.50 510.00 652.50 97.88 750.38 750.40

5.7.7 Sup Supplyin lying g all all labo labour ur,, too tools and plant lant and and join jointi ting ng mater ateria ials ls and lowe loweri ring ng the the pvc pvc casi casing ng pipe pipes s, fittings and well screens in position including fitting and fixing of centraliser, cutter plug and wash washin in the the bore bore etc etc com com lete lete as er the the dire direct ctio ion n of the the En inee ineerr in char char e [ A ] 150 mm nominal dia pvc pipe Labour charges a. Boring Mistry b. Boring Helper c. Add Contractor's Contractor's Profit & Overhead charges

0.13 0.15

Each Each

190.00 170.00

15%

of

50.20 say

243

24.70 25.50 50.20 7.53 57.73 57.70

Sl No 1

Description 2

Quantity 3

Unit 4


5.7.8 Supplying all labour, tools and plant and grouting with cement bentonite slurry for saline sealing 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. Labour charges a. Boring Mistry b. Boring Helper

3.50 9.00

Each Each

190.00 170.00


15%

of

2195.00 say

665.00 1530.00 2195.00 329.25 2524.25 2524.30

5.7.9 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 Labour char es a. Borin Mistr b. Borin Hel er c. Add Contractor's Profit & Overhead charges

1 3

Each Each

190.00 170.00

15%

of

700.00 say

190.00 510.00 700.00 105.00 805.00 805.00

5.7.10 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) Labour charges a. Boring Mistry b. Boring Helper


1 2

Each Each

190.00 170.00

15%

of

530.00 say

190.00 340.00 530.00 79.50 609.50 609.50

5.7.11 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. a. Hire char es of deisel com ressor 400 cfm b. Consum tion of HSD

1 13

Hour ltr

856.00 55.00


15%

of

1571.00 say

244

856.00 715.00 1571.00 235.65 1806.65 1806.70

Sl No 1

Description 2

Quantity 3

Unit 4


5.8 Sinking of 150x125 mm dia Production Well through D.T.H or Combination drilling rig in hard rock areas with PVC/GI casing pipe 5.8.1 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 consumables etc for lowering of 150 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 houlder 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). Withdrawing after completion of the tube well 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 205.00 61.50 0.30 Each b) Asst. Driller 190.00 57.00 0.30 Each c) Khallasi/Mate 170.00 340.00 2.00 Each 458.50 Labour for drilling of 125mm dia Bore (30m.to 150m) B a) Rig Driller 205.00 153.75 0.75 Each b) Asst. Driller 190.00 142.50 0.75 Each c) Khallasi/Mate 170.00 765.00 4.50 Each 1061.25 Fuel & lubricants for 0 to 150mtr of drilling C HSD requirement for 9 hours of drilling for both compressor and power pack 55.00 39600.00 720 Ltr Add 5% for lubricant 1980.00 41580.00 Hire charges of the DTH combination rig D as per 200mm dia/150mm dia production well 36689.60 79789.35 Add Contractor's Profit & Overhead charges 11968.40 15% of 79789.35 91757.75 Rate per metre = 91,757.75 ÷ 150 = 611.72 say 611.70 5.8.2 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.

[A]

a. b. c.

Details for 45 Mtrs. Labour for lowerin of 150 mm dia PVC GI Casin Pi es Considering 1 hour required for lowering of Casing Pipe Labour charges Rig driller 0.10 Each Asst driller 0.10 Each 0.60 Each Khallasi Mate

245

205.00 190.00 170.00

20.50 19.00 102.00

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 [ B ] Fuel & Lubricants for 0 to 45 Mtrs. and above of Lowerin HSD requirement for 1 hour of lowering for both compressor and power pack 60 Litre 55.00 3300.00 165.00 Add 5% for lubricant 3606.50 [ C ] Add Contractor's Profit & Overhead charges 540.98 15% of 3606.50 4147.48 Rate per metre = 4,147.48 ÷ 45 = 92.17 say 92.20 5.8.3 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. (A)

Labour for developing of tubewell Considerin 2 hour. re uired for Cleanin and develo in the tube well a. Rig driller 0.25 Each b. Asst driller 0.25 Each c. Khallasi Mate 1.00 Each (B) Fuel & Lubricants for developing HSD re uirement for 1.50 hour for both com ressor and ower ack 45 Litre Add 5% for lubricant

(C)


15%

of

Rate per each

205.00 190.00 170.00

51.25 47.50 170.00

55.00

2475.00 123.75 2867.50 430.13 3297.63 3297.60

2867.50 or say

5.8.4 Supplying all materials, labour, tools and plant and withdrawing casing pipes from the unsuccessful bore and depositing in the departmental store in good condition. Details for 30 Mtrs [ A ] Labour for withdrawing of 150 mm dia PVC/GI Casing Pipe a. Rig driller 0.50 Each b. Asst driller 0.50 Each c. Khallasi/ Mate 3.50 Each [ B ] Fuel & Lubricants for develo in HSD requirement for 1 hour for both compressor and power pack 30 Litre Add 5% for lubricant [ 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 ] Add Contractor's Profit & Overhead charges

15%

of

205.00 190.00 170.00

102.50 95.00 595.00

55.00

1650.00 82.50

4818.10

Rate per metre = 5,540.82 ÷ 30 = or say

246

2293.10 4818.10 722.72 5540.82 184.69 185.00

Sl No 1

Description 2

Quantity 3

Unit 4


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. 5.9.1 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 [ 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 a. Rig driller 1.50 Each 205.00 b. Asst driller 1.50 Each 190.00 c. Khallasi/ Mate 6.00 Each 170.00 d. Welder 1.50 Each 205.00 Rate per metre [ B ] Fuel & Lubricants for 0 to 40 Mtrs. of drilling HSD requirement for 12 hours of drilling for both compressor and power pack 360 Ltrs 55.00 Add 5% for lubricant [ C ] Hire Charges of the DTH / Combination 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 = 12000000..00 Average Capital Investment =

= = 68,88,000.00

247

307.50 285.00 1020.00 307.50 1920.00

19800.00 990.00

Description Sl No 2 1 i Ownershi Cost

Quantity 3

Unit 4



(b)

(ii) (a)

(iii) (a) (b) (c)

(iv)

(v)

= (937.50 + 500.00) X 1/2 = 718.75/hr 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 Operational Cost Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100 = (12000000/16,000) x 100/100 = 750.00 /hr Operation & Maintenance Cost Driller 1 Each 205.00 Helper 1 Each 170.00 Welder 1 Each 205.00 For 1 hours = 580.00 ÷ 8 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 Surcharge = 10% of Repair Cost = 750.00 x 10% = 75.00 Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation & Maintenance Cost + Supervision Charges + Surcharge + 750.00 + 1200.91 72.50 + 220.31 + 75.00 = 2318.72 Hire Charges for approxmate 12 hours required for sinking of a tube well Hire Charges 16 hrs = 2318.72 x 12 = 15%

[ D ] Add Contractor's Profit & Overhead charges

of

50534.64


248

205.00 170.00 205.00 580.00 72.50

27824.64 50534.64 7580.20 58114.84 1452.87 1452.90

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.9.2 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. For soft, medium, hard rock formation Rate same as item No. 6.2.1

Mtr

480.20

5.9.3 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 Rate same as item No. 6.2.3

Each

2147.00

5.9.4 Supplying all materials, labour, tools and plant and withdrawing casing pipe from the unsuccessful bore and depositing in the departmental store in good condition Rate same as item No. 6.2.4

Mtr

249

173.70

Sl No 1

Description 2

Quantity 3

Unit 4


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. 5.10.1 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 [ 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 a. Rig driller 2.25 Each 205.00 b. Asst driller 2.25 Each 190.00 c. Khallasi/ Mate 9.00 Each 170.00 d. Welder 2.25 Each 205.00 Rate per metre [ B ] Fuel & Lubricants for 0 to 40 Mtrs. of drilling HSD requirement for 18 hours of drilling for both compressor and power pack 540 Ltrs 55.00 Add 5% for lubricant [ C ] Hire Charges of the DTH / Combination 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 = 15000000..00 Average Capital Investment = 1,50,00,000

=

8

0.514  8 + 0.48

= 8,610,000.00

250

461.25 427.50 1530.00 461.25 2880.00

29700.00 1485.00

Description Sl No 2 1 i Ownershi Cost

Quantity 3

Unit 4



=

(b)

(ii) (a)

(iii) (a) (b) (c)

(iv)

(v)

= (1171.88 + 625.00) X 1/2 = 898.44/hr Interest Charge per hour = (Avg. Capital investment/ Scheduled Working Hour) x Rate of Interest = (86,10,000/2000) x 14/100 = 602.70 Ownership Cost = (a) + (b) 898.44 + 602.70 1501.14 /hr Operational Cost Repair Cost per hour = Capital Cost/ Life of Equipment x 100/100 = (15000000/16,000) x 100/100 = 937.50 /hr Operation & Maintenance Cost Driller 1 Each 205.00 Helper 1 Each 170.00 Welder 1 Each 205.00 For 1 hours = 580.00 ÷ 8 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 Surcharge = 10% of Repair Cost = 937.50 x 10% = 93.75 Total Hire Charges/ hr. = Ownership Cost + Operational Cost + Operation & Maintenance Cost + Supervision Charges + Surcharge + 937.50 + 1501.14 72.50 + 275.39 + 93.75 = 2880.28 Hire Charges for approxmate 12 hours required for sinking of a tube well Hire Charges 16 hrs = 2880.28 x 18 = 15%

[ D ] Add Contractor's Profit & Overhead charges

of

85910.04


251

205.00 170.00 205.00 580.00 72.50

51845.04 85910.04 12886.51 98796.55 2469.91 2469.90

Description Sl No Quantity Unit Rate (Rs) Amount (Rs) 2 1 3 4 5 6 5.10.2 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. For soft, medium, hard rock formation Rate same as item No. 6.8.1

Mtr

611.70

5.10.3 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 Rate same as item No. 6.8.3

Each

3297.60

5.10.4 Supplying all materials, labour, tools and plant and withdrawing casing pipe from the unsuccessful bore and depositing in the departmental store in good condition Rate same as item No. 6.8.4

Mtr

252

185.00

ANNEXURES

Annexure-1 Table - 1.1 Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Class-LA Weight in Rate per Quintal Mtr 0.161 664.49 0.205 832.15 1057.91 0.268 1283.13 0.333 1869.15 0.486 2520.20 0.656 3255.26 0.847 4096.37 1.066 4979.79 1.295 6009.36 1.563 7049.45 1.833 9392.26 2.443 12113.28 3.150 13584.11 3.533 15202.01 3.954 18521.87 4.817 22261.97 5.790

Amount 773.60 968.90 1232.20 1495.00 2177.90 2936.50 3793.00 4773.00 5802.30 7001.90 8213.80 10943.60 14114.00 15827.80 17712.90 21581.10 25939.00

Table - 1.2 Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Class-A Weight in Rate per Quintal Mtr 0.175 0.224 0.290 0.363 0.527 0.713 0.921 1.153 1.413 1.713 1.989 2.658 3.434 3.850 4.295 5.240 6.306

721.70 909.63 1145.78 1397.32 2025.42 2740.28 3539.69 4432.46 5433.20 6586.75 7648.01 10220.42 13204.26 14803.84 16514.93 20148.60 24247.53

Amount 840.20 1059.10 1334.60 1628.10 2360.00 3192.90 4124.40 5164.60 6330.60 7674.70 8911.20 11908.50 15385.20 17249.00 19242.70 23476.50 28252.50

Table - 1.3 Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Class-B Weight in Rate per Quintal Mtr 780.05 0.189 0.240 974.61 1228.75 0.311 1505.11 0.391 2175.31 0.566 2951.66 0.768 3824.09 0.995 4801.51 1.249 5852.32 1.522 7090.46 1.844 8259.39 2.148 11050.97 2.874 14234.76 3.702 16022.75 4.167 17818.44 4.634 21778.95 5.664 26150.89 6.801

Amount 908.10 1134.80 1431.20 1753.70 2534.60 3439.20 4455.70 5594.60 6818.90 8261.60 9623.60 12876.30 16585.90 18669.20 20761.50 25376.20 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

2

Annexure-2 Table - 2.1 Sl No. Dia in mm

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

80 100 125 150 200 250 300 350 400 450 500 600

Weight in Quintal 0.203 0.255 0.330 0.414 0.595 0.797 1.026 1.262 1.560 1.886 2.191 2.938

Class-A Rate per Mtr 837.83 1035.52 1303.82 1593.64 2286.77 3063.12 3943.24 4851.49 5998.44 7251.96 8424.73 11297.06

Amount

975.30 1205.70 1518.60 1856.80 2664.50 3569.10 4594.60 5652.80 6989.20 8449.80 9816.20 13163.00

Table - 2.2 Sl No. Dia in mm

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

80 100 125 150 200 250 300 350 400 450 500 600

Weight in uintal 0.216 0.270 0.353 0.441 0.635 0.853 1.100 1.357 1.668 1.994 2.353 3.153

Class-B Rate per Mtr 891.48 1096.43 1394.69 1697.58 2440.50 3278.34 4227.64 5216.69 6413.72 7667.24 9047.65 12123.77

Amount

1037.80 1276.60 1624.50 1977.90 2843.60 3819.80 4925.90 6078.30 7473.10 8933.60 10542.00 14126.20

3


Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Class-A Weight in Rate per Quintal Mtr 0.175 721.70 0.224 909.63 0.290 1145.78 0.363 1397.32 0.527 2025.42 0.713 2740.28 0.921 3539.69 1.153 4432.46 1.413 5433.20 1.713 6586.75 1.989 7648.01 2.658 10220.42 3.434 13204.26 3.850 14803.84 4.295 16514.93 5.240 20148.60 6.306 24247.53

Amount

840.20 1059.10 1334.60 1628.10 2360.00 3192.90 4124.40 5164.60 6330.60 7674.70 8911.20 11908.50 15385.20 17249.00 19242.70 23476.50 28252.50

Table - 3.2 Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000


Amount

908.10 1134.80 1431.20 1753.70 2534.60 3439.20 4455.70 5594.60 6818.90 8261.60 9623.60 12876.30 16585.90 18669.20 20761.50 25376.20 30470.20

4


Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Class-A Weight in Rate per uintal Mtr 0.197 813.07 0.247 1003.03 0.317 1252.46 0.399 1535.90 0.574 2206.06 0.770 2959.35 0.988 3797.19 1.240 4766.91 1.521 5848.48 1.825 7017.40 2.131 8194.02 2.854 10974.07 3.715 14284.74 4.187 16099.66 4.699 18068.37 5.689 21875.08 6.900 26531.56

Amount

946.50 1167.90 1458.80 1789.60 2570.40 3448.20 4424.40 5554.30 6814.50 8176.50 9547.40 12786.60 16644.10 18758.80 21052.70 25488.20 30913.80

Table - 4.2 Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000


Amount

1009.00 1238.80 1564.70 1910.70 2749.60 3698.90 4755.80 5979.80 7298.30 8758.90 10250.80 13749.90 17835.90 20179.10 22576.00 27383.30 33118.00

5


Dia in mm

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

80 100 125 150 200 250 300 350 400 450 500 600 700 750

Class-B Weight in Rate per uintal Mtr 0.225 928.63 0.285 1157.35 0.370 1461.86 0.465 1789.96 0.669 2571.17 0.905 3478.20 1.169 4492.83 1.473 5662.63 1.796 6905.89 2.163 8317.07 2.526 9712.86 3.385 13015.84 4.379 16837.92 4.945

Amount

19014.28

1081.00 1347.60 1702.70 2085.60 2995.90 4052.70 5234.90 6597.90 8046.50 9690.80 11317.10 15165.70 19619.00 22154.90

6


Dia in mm

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

80 100 125 150 200 250 300 350 400 450 500 600

LP Weight in Rate per uintal Mtr 0.120 495.27 0.142 576.64 0.189 746.73 0.232 893.06 0.369 1418.18 0.484 1860.16 0.623 2394.38 0.825 3171.53 1.003 3856.69 1.210 4652.64 1.503 5779.26 2.003 7701.84

Amount

576.60 671.40 869.80 1040.60 1652.40 2167.40 2789.90 3695.40 4493.70 5421.10 6733.80 8973.90

7

Annexure-7 Table - 7.1 Sl No. Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in uintal 0.130 0.163 0.205 0.248 0.333 0.438 0.555 0.693 0.828 0.988 1.150 1.520 1.938 2.175 2.408 2.928 3.498

Class-K-9 Rate per Amount Mtr 638.50 741.90 800.60 930.20 996.30 1157.70 1178.07 1369.20 1618.35 1880.50 2171.81 2523.10 2753.80 3199.20 3360.81 3905.40 4035.79 4689.50 4794.03 5570.80 5600.78 6508.00 7395.22 8593.20 9443.30 10972.80 10600.56 12317.50 11719.62 13618.00 14265.68 16576.30 17049.71 19811.20

Table - 7.2 Sl No. Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in Quintal

0.121 0.154 0.185 0.228 0.301 0.393 0.484 0.660 0.783 0.914 1.066 1.386 1.889 2.135 2.395 2.827 3.482

Class-K-7 Rate per Amount Mtr

546.53 695.58 830.87 1023.99 1343.52 1771.95 2243.22 2740.41 3294.12 3873.64 4571.33 6042.67 8192.40 9426.51 10757.71 13104.78 15670.81

635.60 808.90 966.30 1190.90 1562.60 2060.70 2607.90 3190.00 3833.90 4508.00 5319.20 7029.90 9531.40 10965.00 12511.10 15235.40 18224.50

8

Annexure-8

Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Table - 8.1 Class-K-9 Flanged Weight in Rate per Amount Quintal Mtr

0.14 0.17 0.21 0.25 0.34 0.45 0.57 0.70 0.84 0.99 1.15 1.53 1.94 2.19 2.43 2.92 3.50

687.62 834.98 1020.60 1187.57 1652.37 2231.31 2828.23 3394.76 4094.28 4803.73 5600.78 7443.87 9453.05 10673.67 11826.69 14226.70 17059.46

798.90 970.10 1185.90 1380.30 1920.10 2592.30 3285.70 3944.80 4757.40 5582.00 6508.00 8649.70 10984.20 12402.50 13742.40 16531.00 19822.50

Table - 8.2 Class-K-7 Flanged Weight in Rate per Amount Quintal Mtr 0.130 587.18 682.80 0.161 727.20 845.70 0.190 853.33 992.40 0.230 1032.97 1201.30 0.308 1374.76 1598.90 0.405 1826.06 2123.60 0.499 2312.74 2688.80 0.667 2769.47 3223.80 0.795 3344.60 3892.70 0.916 3882.12 4517.90 1.066 4571.33 5319.20 1.396 6086.27 7080.60 1.891 8201.07 9541.50 2.150 9492.74 11042.10 2.417 10856.53 12626.00 2.819 13067.70 15192.30 3.484 15679.81 18235.00

9


Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

90° bend Weight in Rate per Amount Quintal Each 0.180 742.90 872.60 0.240 974.61 1145.20 0.330 1303.82 1532.90 0.430 1655.23 1947.20 0.670 2575.02 3029.40 0.980 3766.44 4431.00 1.350 5188.47 6104.00 1.810 6958.15 8185.90 2.340 8997.66 10585.20 2.900 11150.94 13118.40 3.700 14227.07 16737.20 5.460 20994.54 24698.70 7.700 29607.68 34831.50 8.990 34567.93 40666.90 10.470 40258.75 47361.80 13.890 53409.18 62832.50 17.800 68443.72 80519.60 Table - 9.2

Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

45° bend Weight in Rate per Amount Quintal Each

0.180 0.240 0.320 0.410 0.620 0.890 1.210 1.590 2.020 2.480 3.100 4.480 6.190 7.160 8.270 10.770 13.680

742.90 974.61 1264.31 1578.24 2382.85 3420.55 4650.41 6112.41 7767.21 9535.98 11919.97 17226.29 23801.50 27531.30 31799.42 41412.30 52601.69

872.60 1145.20 1486.50 1856.70 2803.30 4024.10 5471.00 7190.90 9137.60 11218.50 14023.10 20265.60 28000.90 32388.80 37410.00 48718.90 61882.50

10

Table - 9.3 22.50 bend o

Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Sl No.

Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in Rate per Quintal Each

0.160 0.210 0.270 0.350 0.530 0.750 1.000 1.300 1.640 1.970 2.460 3.510 4.780 5.510 6.320 8.130 10.240

660.36 852.78 1066.76 1347.28 2036.95 2882.48 3843.31 4997.57 6306.05 7574.95 9459.08 13496.49 18379.83 21186.79 24301.37 31261.09 39374.37

Amount

775.70 1002.00 1254.20 1584.90 2396.40 3391.10 4521.50 5879.30 7418.70 8911.40 11128.00 15877.70 21622.70 24924.90 28589.00 36776.70 46321.40

Table - 9.4 11.25° bend Weight in Rate per Quintal Each

0.150 0.190 0.250 0.320 0.480 0.670 0.890 1.150 1.140 1.720 2.150 3.020 4.080 4.690 5.340 6.820 8.520

619.09 771.56 987.74 1231.80 1844.79 2575.02 3420.55 4420.93 4383.47 6613.66 8267.08 11612.36 15688.22 18033.77 20533.12 26223.94 32760.70

Amount

727.20 906.60 1161.30 1449.10 2170.30 3029.40 4024.10 5201.00 5156.90 7780.50 9725.70 13661.20 18456.20 21215.60 24155.90 30850.80 38540.90

11


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

Size in mm 80x80 100x80 100x100 125x80 125x100 125x125 150x80 150x100 150x125 150x150 200x80 200x100 200x125 200x150 200x200 250x80 250x100 250x125 250x150 250x200 250x250 300x80 300x100 300x125 300x150 300x200 300x250 300x300 350x200 350x250 350x300 350x350 400x200 400x250 400x300 400x350 400x400 450x250 450x300 450x350 450x400 450x450 500x250 500x300 500x350 500x400 500x450 500x500 600x300 600x350 600x400 600x450 600x500 600x600

Weight in Rate per Quintal Each 0.230 949.27 0.280 1137.04 0.300 1218.26 0.360 1422.35 0.380 1501.37 0.410 1619.90 0.450 1732.22 0.470 1809.21 0.500 1924.69 0.530 2040.17 0.670 2575.02 0.690 2651.88 0.710 2728.75 0.740 2844.05 0.810 3113.08 0.940 3612.71 0.960 3689.58 0.990 3804.88 1.020 3920.18 1.080 4150.77 1.160 4458.24 1.280 4919.44 1.290 4957.87 1.320 5073.17 1.340 5150.04 1.420 5457.50 1.500 5764.97 1.590 6110.86 1.820 6996.60 1.900 7304.14 1.990 7650.13 2.090 8034.55 2.290 8805.40 2.370 9113.01 2.460 9459.08 2.560 9843.59 2.860 10997.14 2.950 11343.20 3.040 11689.27 3.140 12073.78 3.240 12458.30 3.370 12958.17 3.560 13688.74 3.650 14034.81 3.750 14419.32 3.860 14842.29 3.980 15303.71 4.130 15880.48 5.210 20033.25 5.310 20417.76 5.430 20879.18 5.560 21379.05 5.690 21878.92 6.020 23147.82

Amount

1115.00 1336.10 1431.50 1672.30 1765.20 1904.60 2037.80 2128.40 2264.20 2400.10 3029.40 3119.80 3210.20 3345.90 3662.40 4250.20 4340.60 4476.20 4611.90 4883.20 5244.90 5787.50 5832.70 5968.30 6058.80 6420.50 6782.20 7189.10 8231.10 8592.90 8999.90 9452.20 10359.00 10720.90 11128.00 11580.30 12937.40 13344.50 13751.70 14204.00 14656.40 15244.50 16103.90 16511.00 16963.40 17461.00 18003.80 18682.40 23567.80 24020.20 24563.00 25151.10 25739.10 27231.90 12

Sl No.

55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87

Size in Weight in Rate per mm Quintal Each 700x350 7.290 28031.17 700x400 7.420 28531.04 700x450 7.560 29069.36 700x500 7.690 29569.23 700x600 7.950 30568.97 700x700 8.320 31991.67 750x400 8.550 32876.06 750x450 8.690 33414.38 750x500 8.840 33991.15 750x600 9.110 35029.34 750x700 9.420 36221.34 750x750 9.650 37105.73 800x400 9.820 37759.40 800x450 9.960 38297.72 800x500 10.100 38836.05 800x600 10.400 39989.59 800x700 10.720 41220.04 800x750 10.890 41873.72 800x800 11.140 42835.00 900x450 12.880 49525.57 900x500 13.020 50063.89 900x600 13.370 51409.70 900x700 13.710 52717.05 900x750 13.880 53370.72 900x800 14.050 54024.40 900x900 14.530 55870.07 1000x500 16.480 63368.12 1000x600 16.810 64637.02 1000x700 17.230 66251.99 1000x750 17.410 66944.11 1000x800 17.590 67636.24 1000x900 17.970 69097.40 1000x1000 18.520 71212.23

Amount

32976.90 33564.90 34198.20 34786.30 35962.40 37636.10 38676.60 39309.90 39988.40 41209.80 42612.10 43652.50 44421.50 45054.80 45688.10 47045.20 48492.70 49261.70 50392.60 58263.60 58896.90 60480.20 62018.20 62787.20 63556.20 65727.50 74548.50 76041.30 77941.20 78755.40 79569.70 81288.60 83776.60

13


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Dia in mm 80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in Rate per uintal Each 0.03 123.82 0.04 162.43 0.06 237.06 0.09 346.44 0.14 538.06 0.22 845.53 0.30 1152.99 0.41 1576.16 0.54 2076.38 0.69 2653.16 0.86 3306.83 1.27 4883.34 1.80 6921.28 2.11 8113.27 2.46 9459.08 3.21 12342.94 4.11 15803.58

Amount

145.40 190.90 278.70 407.60 633.00 994.70 1356.40 1854.30 2442.70 3121.30 3890.30 5744.90 8142.40 9544.70 11128.00 14520.70 18591.90

14


Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

90° bend Weight in Rate per Amount Quintal Each 0.130 536.54 630.20 0.170 690.35 811.20 0.230 908.72 1068.40 0.310 1193.31 1403.80 0.490 1883.22 2215.50 0.720 2767.18 3255.40 1.000 3843.31 4521.50 1.370 5266.67 6195.90 1.810 6959.73 8187.70 2.260 8690.05 10223.30 2.900 11150.94 13118.40 4.420 16995.58 19994.20 6.390 24570.53 28905.60 7.550 29030.91 34153.00 8.900 34221.86 40259.80 11.790 45334.35 53332.90 15.440 59369.16 69844.00 Table - 12.2

Sl No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Dia in mm 80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

45° bend Wei ht in Rate er Amount 0.140 577.81 664.50 0.180 730.96 840.60 0.250 987.74 1135.90 0.340 1308.79 1505.10 0.540 2075.39 2386.70 0.800 3074.65 3535.80 1.120 4304.51 4950.20 1.150 4420.93 5084.10 1.490 5729.28 6588.70 1.850 7113.53 8180.60 2.310 8882.30 10214.60 3.420 13150.42 15123.00 4.850 18648.99 21446.30 5.720 21994.28 25293.40 6.670 25647.17 29494.20 8.680 33375.93 38382.30 11.250 43257.97 49746.70

15

nnexureSl No. 1 2 3 4 5 6 7 8 9 10 11 12

Dia in 80 100 125 150 200 250 300 350 400 450 500 600

Wei ht in Rate er 0.210 866.72 0.260 1055.83 0.360 1422.35 0.470 1809.21 0.740 2844.05 1.110 4266.07 1.560 5995.56 2.140 8226.77 2.810 10804.88 3.500 13458.04 4.460 17149.38 6.770 26031.69

Table - 13.1 Amount 1018.10 1240.60 1672.30 2128.40 3345.90 5018.80 7053.50 9678.30 12711.20 15832.50 20175.10 30624.60

16

nnexureTable - 14.1 Sl No.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56

Dia in mm 80x80 100x80 100x100 125x80 125x100 125x125 150x80 150x100 150x125 150x150 200x80 200x100 200x125 200x150 200x200 250x80 250x100 250x125 250x150 250x200 250x250 300x80 300x100 300x125 300x150 300x200 300x250 300x300 350x200 350x250 350x300 350x350 400x200 400x250 400x300 400x350 400x400 450x250 450x300 450x350 450x400 450x450 500x250 500x300 500x350 500x400 500x450 500x500 600x300 600x350 600x400 600x450 600x500 600x600 700x350 700x400

Weight in Rate per uintal Each 0.210 866.72 0.250 1015.22 0.260 1055.83 0.320 1264.31 0.340 1343.33 0.360 1422.35 0.410 1578.24 0.420 1616.74 0.450 1732.22 0.470 1809.21 0.620 2382.85 0.630 2421.29 0.660 2536.58 0.680 2613.45 0.740 2844.05 0.890 3420.55 0.900 3458.98 0.930 3574.28 0.960 3689.58 1.020 3920.18 1.090 4189.21 1.220 4688.84 1.240 4765.70 1.260 4842.57 1.290 4957.87 1.360 5226.90 1.430 5495.93 1.510 5803.40 1.690 6496.84 1.730 6650.61 1.880 7227.25 1.950 7496.35 2.110 8113.27 2.150 8267.08 2.320 8920.75 2.390 9189.92 2.460 9459.08 2.600 9997.40 2.770 10651.07 2.840 10920.23 2.900 11150.94 2.960 11381.65 3.150 12112.23 3.340 12842.81 3.420 13150.42 3.490 13419.58 3.560 13688.74 3.630 13957.91 4.660 17918.41 4.750 18264.48 4.850 18648.99 4.920 18918.15 4.990 19187.31 5.160 19840.99 6.420 24685.88 6.510 25031.95

Amount

1018.10 1192.90 1240.60 1486.50 1579.40 1672.30 1856.70 1901.90 2037.80 2128.40 2803.30 2848.50 2984.20 3074.60 3345.90 4024.10 4069.30 4205.00 4340.60 4611.90 4928.40 5516.20 5606.60 5697.00 5832.70 6149.20 6465.70 6827.40 7643.20 7648.20 8311.30 8620.80 9330.30 9507.10 10258.90 10568.40 10877.90 11497.00 12248.70 12558.30 12823.60 13088.90 13929.10 14769.20 15123.00 15432.50 15742.10 16051.60 20606.20 21004.20 21446.30 21755.90 22065.40 22817.10 28388.80 28786.70 17

Sl No.

Dia in mm

57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87

700x450 700x500 700x600 700x700 750x400 750x450 750x500 750x600 750x700 750x750 800x400 800x450 800x500 800x600 800x700 800x750 800x800 900x450 900x500 900x600 900x700 900x750 900x800 900x900 1000x500 1000x600 1000x700 1000x750 1000x800 1000x900 1000x1000


6.600 6.690 6.860 7.070 7.460 7.540 7.660 7.790 7.920 8.050 8.580 8.670 8.770 8.970 9.160 9.280 9.410 10.410 11.060 11.280 11.490 11.610 11.730 11.900 13.960 14.180 14.460 14.570 14.680 14.840 15.130

25378.01 25724.07 26377.75 27185.23 28684.84 28992.45 29453.87 29953.74 30453.61 30953.48 32991.41 33337.48 33721.99 34491.02 35221.60 35683.02 36182.89 40028.04 42527.39 43373.33 44180.81 44642.23 45103.64 45757.32 53678.34 54524.27 55600.91 56023.88 56446.85 57062.07 58177.16

Amount

29184.70 29582.70 30334.40 31263.00 32987.60 33341.30 33872.00 34446.80 35021.70 35596.50 37940.10 38338.10 38780.30 39664.70 40504.80 41035.50 41610.30 46032.20 48906.50 49879.30 50807.90 51338.60 51869.20 52620.90 61730.10 62702.90 63941.00 64427.50 64913.90 65621.40 66903.70

18


1 2 3 4 5 6 7

Dia in mm 80 100 125 150 200 250 300

Weight in Rate per uintal Each 0.300 1238.17 0.390 1583.74 0.520 2054.50 0.670 2579.08 1.020 3920.18 1.450 5572.80 1.970 7571.32

Amount

1454.40 1860.90 2415.50 3034.00 4611.90 6556.10 8907.30

19


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Dia in mm 80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in Rate per Quintal Each 0.140 577.81 0.170 690.35 0.220 869.21 0.280 1077.83 0.400 1537.32 0.550 2113.82 0.710 2728.75 0.900 3459.86 1.100 4229.67 1.330 5114.05 1.590 6113.79 2.160 8305.53 2.830 10881.78 3.200 12304.49 3.600 13842.55 4.480 17226.29 5.470 21032.99

Amount

678.70 811.20 1022.00 1268.00 1808.60 2486.80 3210.20 4070.30 4975.90 6016.40 7192.50 9770.90 12801.70 14475.40 16284.90 20265.60 24744.00

20


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Dia in mm 80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in Rate per Quintal Each 0.070 288.91 0.090 365.48 0.120 474.12 0.150 577.41 0.240 922.39 0.340 1306.73 0.460 1767.92 0.610 2345.01 0.770 2960.77 0.970 3729.80 1.180 4537.28 1.710 6575.21 2.350 9036.11 2.720 10458.82 3.140 12073.78 4.050 15572.87 5.140 19764.09

Amount

339.40 429.50 557.40 679.30 1085.10 1537.30 2079.90 2758.80 3483.20 4387.90 5337.80 7735.30 10630.40 12304.10 14204.00 18320.50 23251.20

21


Dia in

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000

Weight in Rate per

0.130 0.160 0.200 0.260 0.370 0.620 0.790 1.000 1.230 1.420 1.730 2.340 3.060 3.470 3.910 4.760 5.800

536.54 649.74 790.19 1000.84 1422.02 2382.85 3036.21 3844.28 4729.54 5460.12 6652.11 8997.66 11766.17 13342.68 15034.55 18302.93 22301.89

Amount

630.20 763.50 929.00 1177.40 1672.90 2803.30 3571.90 4522.60 5564.00 6423.50 7825.80 10585.20 13842.10 15696.80 17687.20 21532.20 26236.70

22


Dia in mm

1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5

80 100 125 150 200 250 300 350 400 450 500 600 700 750 800 900 1000


0.120 0.140 0.190 0.230 0.390 0.530 0.680 0.850 1.040 1.230 1.460 2.270 2.950 3.340 3.750 4.550 5.520

495.27 568.52 750.68 885.36 1498.89 2036.95 2613.45 3267.64 3998.96 4729.54 5613.92 8728.50 11343.20 12842.81 14419.32 17495.45 21225.24

Amount

581.80 668.00 882.60 1041.50 1763.40 2396.40 3074.60 3844.20 4704.50 5564.00 6604.40 10268.50 13344.50 15108.70 16963.40 20582.30 24970.10

23


1 2 3 4 5 5 5

Dia in mm 80 100 125 150 200 250 300

Weight in Rate per Quintal Each 0.270 1114.36 0.340 1380.70 0.460 1817.45 0.600 2309.63 0.930 3574.28 1.350 5188.47 1.860 7148.56

Amount

1309.00 1622.40 2136.80 2717.10 4205.00 6104.00 8409.90

24


Dia in mm

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41

100x80 125x80 125x100 150x80 150x100 150x125 200x100 200x125 200x150 250x125 250x150 250x200 300x150 300x200 300x250 350x200 350x250 350x300 400x250 400x300 400x350 450x300 450x350 450x400 500x350 500x400 500x450 600x400 600x450 600x500 700x500 700x600 750x600 750x700 800x600 800x700 800x750 900x700 900x750 900x800 1000x800


0.120 0.200 0.220 0.230 0.250 0.270 0.310 0.340 0.370 0.410 0.440 0.550 0.510 0.580 0.650 0.870 0.960 1.060 1.090 1.200 1.320 1.300 1.450 1.580 1.600 1.740 1.860 2.100 2.220 2.390 2.810 3.170 3.380 3.800 3.680 4.100 4.280 4.580 4.780 5.080 5.700

495.27 790.19 869.21 885.36 962.34 1039.33 1191.43 1306.73 1422.02 1575.76 1691.06 2113.82 1960.09 2229.12 2498.15 3344.53 3690.51 4074.94 4191.22 4614.18 5075.60 4998.70 5575.47 6075.34 6152.24 6690.57 7151.98 8074.82 8536.24 9189.92 10804.88 12189.14 12996.62 14611.58 14150.16 15765.13 16457.25 17610.80 18379.83 19533.38 21917.37

Amount

581.80 929.00 1022.00 1041.50 1132.10 1222.70 1401.70 1537.30 1672.90 1853.80 1989.40 2486.80 2305.90 2622.40 2938.90 3934.60 4341.70 4793.90 4930.70 5428.30 5971.10 5748.50 6411.80 6986.60 7075.10 7694.20 8224.80 9286.00 9816.70 10568.40 12425.60 14017.50 14946.10 16803.30 16272.70 18129.90 18925.80 20252.40 21136.80 22463.40 25205.00

25

Annexure-22 Sl No.

1 2 3 4 5 6 7 8

Dia in mm 80x80 100x80 125x80 150x80 200x80 250x80 300x80 300x100

Table - 22.1 Weight in Rate per Amount Quintal Each 0.220 907.99 1066.60 0.280 1137.04 1336.10 0.360 1422.35 1672.30 0.450 1732.22 2037.80 0.670 2575.02 3029.40 0.940 3612.71 4250.20 1.280 4919.44 5787.50 1.290 4957.87 5832.70

26

PH-AR-2013.pdf

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