Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SGR/2026-27/25

Rates for Civil Works (Approved by CCS Punjab Chandigarh)

Name of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs.

Quoted by Contractor (As % less of Estimated Amount) Quote (+/-%)

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 400 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Andana(C/o 8624/L,Bhulan Minor), Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 1054.35 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 710 /Mtrs 71 Seventy One Rupees Only

3 Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 284 /Joints 209.19 Two Hundred Nine Rupees and Nineteen Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (400mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 5 /Cut hole 105 One Hundred Five Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 4 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 5 /Riser & Valve 714.79 Seven Hundred Fourteen Rupees and Seventy Nine Paise

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe 291.15 Two Hundred Ninety One Rupees and Fifteen Paise

Cost of Other Items

1 Providing and Fixing of jaal 0 each 4000 Four Thousand Rupees Only

2 Sign Board (5' X 3') 0 each 4000 Four Thousand Rupees Only

3 Fixing of gate valve (400 mm) 2 each Two Thousand Fifty Nine Rupees and Seventy Nine Paise

4 Nimar for jointing the pipe 39.192 Per kg 60 Sixty Rupees Only

5 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 70.028 per tonnes 172.94 One Hundred Seventy Two Rupees and Ninety Four Paise

Total (A) 232706

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 350 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Thaska & Andana (C/o 8210/L) Rajwaha-Bhulan minor(Extension of Ugpl),Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 771.225 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of 350 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 565 /Mtrs 76 Seventy Six Rupees Only

3 Jointing of class N.P.2 350 mm R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 226 /Joints 161.42 One Hundred Sixty One Rupees and Forty Two Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (350mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 3 /Cut hole 95 Ninety Five Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 5 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 3 /Riser & Valve 577.31 Five Hundred Seventy Seven Rupees and Thirty One Paise

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 5 /Air pipe 291.15 Two Hundred Ninety Rupees and Two Paise

Estimate of Fixing of Pumpstand as Haudi (900 mm dia)

1 Earth work in Excavation 8 cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 B.B.C 1:8:16 0.6 cum 3891.56 Three Thousand Eight Hundred Ninety One Rupees and Fifty Six Paise

3 Material and Fixing of pumpstand with labour 1 nos 3621.73 Three Thousand Six Hundred Twenty One Rupees and Seventy Three Paise

Total Cost for ONE 900 mm pumpstand

Total Cost for Two No. Pumpstand 900 mm (B)

Cost of Other Items

1 Providing and Fixing of jaal 0 each 3500 Three Thousand Five Hundred Rupees Only

2 Sign Board (5' X 3') 0 each 3500 Three Thousand Five Hundred Rupees Only

3 Fixing of gate valve (350 mm) 2 each 1743 One Thousand Seven Hundred Forty Three Rupees Only

4 Nimar for jointing the pipe 21 Per kg 60 Rupees Sixty Only

5 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 49 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 350 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Mandvi (C/o 26624/R) Rajwaha-Dhanauri(Extension of Ugpl),Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 1329.51 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of 350 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 974 /Mtrs 76 Seventy Six Rupees Only

3 Jointing of class N.P.2 350 mm R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 390 /Joints 160.42 One Hundred Sixty Rupees and Forty Two Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (350mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 6 /Cut hole 95 Ninety Five Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 8 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 6 /Riser & Valve 566.14 Five Hundred Sixty Six Rupees and Fourteen Paise

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 8 /Air pipe 285.57 Two Hundred Eighty Five Rupees and Fifty Seven Paise

Estimate of Fixing of Pumpstand as Haudi (1200 mm dia)

1 Earth work in Excavation 8 cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 B.B.C 1:8:16 0.6 cum 3746.6 Three Thousand Seven Hundred Forty Six Rupees and Sixty Paise

3 Material and Fixing of pumpstand with labour 1 nos 3567.7 Three Thousand Five Hundred Sixty Seven Rupees and Seventy Paise

Total Cost for ONE 1200 mm pumpstand

Total Cost for Three No. Pumpstand 1200 mm (B)

Cost of Other Items

1 Providing and Fixing of jaal 0 each 3500 Three Thousand Five Hundred Rupees Only

2 Sign Board (5' X 3') 0 each 3500 Three Thousand Five Hundred Rupees Only

3 Fixing of gate valve (350 mm) 3 each 1732 One Thousand Seven Hundred Thirty Two Rupees Only

4 Nimar for jointing the pipe 36 Per kg 60 Sixty Rupees Only

5 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 85 per tonnes 172.94 One Hundred Seventy Two Rupees and Ninety Four Paise

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 350 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Mandvi (C/o 24624/R) Rajwaha-Dhanauri(Extension of Ugpl),Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 1692.6 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of 350 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 1240 /Mtrs 76 Seventy Six Rupees Only

3 Jointing of class N.P.2 350 mm R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 496 /Joints 160.42 One Hundred Sixty Rupees and Forty Two Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (350mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 6 /Cut hole 95 Ninety Five Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 5 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 6 /Riser & Valve 566.14 Five Hundred Sixty Six Rupees and Fourteen Paise

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 5 /Air pipe 285.57 Two Hundred Eighty Five Rupees and Fifty Seven Paise

Estimate of Fixing of Pumpstand as Haudi (900 mm dia)

1 Earth work in Excavation 8 cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 B.B.C 1:8:16 0.6 cum 3770.8 Three Thousand Seven Hundred Seventy Rupees and Eighty Paise

3 Material and Fixing of pumpstand with labour 1 nos 3567.7 Three Thousand Five Hundred Sixty Seven Rupees and Seventy Paise

Total Cost for ONE 900 mm pumpstand

Total Cost for Two No. Pumpstand 900 mm (B)

Cost of Other Items

1 Providing and Fixing of jaal 0 each 3500 Three Thousand Five Hundred Rupees Only

2 Sign Board (5' X 3') 0 each 3500 Three Thousand Five Hundred Rupees Only

3 Fixing of gate valve (350 mm) 5 each 1732 One Thousand Seven Hundred Thirty Two Rupees Only

4 Nimar for jointing the pipe 46 Per kg 60 Sixty Rupees Only

5 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 108 per tonnes 172.94 One Hundred Seventy Two Rupees and Ninety Four Paise

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 250 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Karodha (C/o 27219/R) Rajwaha-Dhanauri(Extension of Ugpl),Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 328.32 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of 250 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 288 /Mtrs 70 Seventy Rupees Only

3 Jointing of class N.P.2 250 mm R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 144 /Joints 91.18 Ninety One Rupees and Eighteen Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (250mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 3 /Cut hole 62 Sixty Two Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 2 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (250mm) 3 /Riser & Valve 434.27 Four Hundred Thirty Four Rupees and Twenty Seven Paise

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 2 /Air pipe 286.24 Two Hundred Eighty Six Rupees and Twenty Four Paise

Cost of Other Items

1 Nimar for jointing the pipe 11 Per kg 60 Sixty Rupees Only

2 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 20 per tonnes 160.3 One Hundred Sixty Rupees and Thirty Paise

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 500 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Mandvi, Thaska & Bhulan(C/o 20344/L,Dhanauri Feeder), Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 4917.375 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc.(500 mm) 2790 /Mtrs 71 Seventy One Rupees Only

3 Jointing of class N.P.2 R.C.C pipes(500 mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 1116 /Joints 300.4 Three Hundred Rupees and Forty Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (500 mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 30 /Cut hole 127 One Hundred Twenty Seven Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 19 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500 mm) 30 /Riser & Valve 903.49 Nine Hundred Three Rupees and Forty Nine Paise

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 19 /Air pipe 290.69 Two Hundred Ninety Rupees and Sixty Nine Paise

Cost of Other Items

1 Providing and Fixing of jaal 0 each 4000 Four Thousand Rupees Only

2 Sign Board (5' X 3') 0 each 4000 Four Thousand Rupees Only

3 Fixing of gate valve (500 mm) 8 each 2286.86 Two Thousand Two Hundred Eighty Six Rupees and Eighty Six Paise

4 Nimar for jointing the pipe 235.68 Per kg 60 Sixty Rupees Only

5 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 432.04 per tonnes 209.86 Two Hundred Nine Rupees and Eighty Six Paise

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 450 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Makrod sahib & Bahmniwala (C/o 38624/L) Rajwaha-Dhanauri Feeder(Extension of Ugpl),Tehsil Moonak and District- Sangrur.

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 11068.75 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

2 Lowering of 450 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 6875 /Mtrs 71 Rupee Seventy One Only

3 Jointing of class N.P.2 450 mm R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 2750 /Joints 235.79 Rupees Two Hundred Thirty Five and Seventy Nine Paise Only

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (450mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Rupees Two Thousand Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 57 /Cut hole 116 Rupees One hundred Sixteen Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 30 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 57 /Riser & Valve 771.32 Rupees Seven hundred Seventy One and Thirty Two Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 30 /Air pipe 290.02 Rupees Two Hundred Ninty and Two Paise Only

Estimate of Fixing of Pumpstand as Haudi (1200 mm dia)

1 Earth work in Excavation 8 cum 93.78 Rupees Ninty Three and Seventy Eight Paisa Only

2 B.B.C 1:8:16 0.6 cum 3867.55 Rupees Three Thousand Eight Hundred Ninty Only

3 Material and Fixing of pumpstand with labour 1 nos 3610.84 Rupees Three Thousand Six hundred twenty Two and Seventy Three Paise Only

Total Cost for ONE 1200 mm pumpstand

Total Cost for One No. Pumpstand 1200 mm (B) 6681.61

Cost of Other Items

1 Providing and Fixing of jaal 0 each 4500 Rupees Four Thousand Only

2 Sign Board (5' X 3') 1 each 4000 Rupees Four Thousand Only

3 Fixing of gate valve (450 mm) 11 each 2178.71 Rupees Two Thousand One Hundred Seventy Eight and Seventy One Paise Only

4 Nimar for jointing the pipe 421.3 Per kg 60 Rupees Sixty Only

5 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 828.142 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only

Total (C) 196462.69

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(D) 0

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency(A+B+C+D+E+F+G) 0

Total (A+B+C+D+E+F+G)