Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/10

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 500 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Construction of Haudies at Village - Chhajli,Ramgarh Jawende 2900/L(Ext) , Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 5507.81 /Cum 93.78 Ninty Three Rupees and Seventy Eight Paise

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. 3125 /Mtrs 71 Seventy One Rupee

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 . 1250 /Joints 298.78 Two Hundred Ninty eight Rupees and sixty Eight Paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (500mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 21 /Cut hole 127 One hundred Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 9 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500mm) 21 /Riser & Valve 882.01 Eight Hundred Eighty two Rupees and One Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 9 /Air pipe 286.71 Two Hundred Eighty six Rupees and seventy one Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

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

B.B.C 1:8:16 0.6 cum 2484.7 Two thousand four hundred eighty four and seventy paise

Fixing of Double pump stand 1 No 3569.82 Three Thousand Five Hundred Sixty Nine rupees and Eighty Two paise

Total Cost for ONE Pump Stand

Total Cost for 0 Pump Stand

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

Sign Board (5' X 3') 0 each 4000 Four Thousand rupees

Fixing of gate valve (500 mm) 8 each 2275.38 Two Thousand Two Hundred Sixty Five rupees and Seventy One paise

Nimar for jointing the pipe (500mm) 264 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 481.702 per tonnes 209.86 Two hundred Nine rupees and eighty six paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 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, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Chhajli 1805/L(Ext), Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 7425.6 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 5440 /Mtrs 76 Seventy six Rupee

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 . 2176 /Joints 160.47 One hundred sixty rupee and forty seven paise

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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 39 /Cut hole 95 Ninty Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 12 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 39 /Riser & Valve 567.77 Five hundred sixty seven rupees and seventy seven

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 12 /Air pipe 286.39 Two Hundred Eighty six Rupees and thirty nine Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum Three thousand seven Hundred eighty one Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No Three Thousand Five Hundred seventy two rupees and thirteen paise

Total Cost for ONE Pump Stand

Total Cost for Four Pump Stand

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

Sign Board (5' X 3') 0 each 4000 Four Thousand rupees

Fixing of gate valve (400 mm) 2 each 1733.76 One thousand seven hundred thirty three rupee and seventy six paise

Nimar for jointing the pipe (400mm) 200.192 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 474.336 per tonnes 172.94 One hundred Seventy two rupees and ninty four paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 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, NP3 Pipes, Risers, Fixing of S&S pipes(1100mm) at Village - Khadial 22035/R(Ext), Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 9049.35 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 6430 /Mtrs 71 Seventy One Rupee

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 . 2572 /Joints 235.2 Two hundred thirty five rupee and twenty paise

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) 10 /Meter 3274.28 Three Thousand two Hundred Seventy four Rupees and Twenty eight Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 53 /Cut hole 116 One hundred sixteen Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 13 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 53 /Riser & Valve 762.16 Seven Hundred sixty two Rupees and sixteen Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 13 /Air pipe 286.54 Two Hundred Eighty six Rupees and fifty four Paise

Fixing of S & S Pipe (Pump Stand/Haudi) 900mm

Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum Two thousand seven Hundred fifty four Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No 3576.21 Three Thousand Five Hundred seventy Six rupees and Twenty one paise

Total Cost for ONE Pump Stand

Total Cost for Seven Pump Stand

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

Sign Board (5' X 3') 1 each 4000 Four Thousand rupees

Fixing of gate valve (450 mm) 15 each Two Thousand One Hundred Sixty six rupees and twelve paise

Nimar for jointing the pipe (450mm) 394.03 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 775.396 per tonnes 172.94 One hundred Seventy two rupees and ninty four paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 12848

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, NP3 Pipes, Risers, Construction of Haudies at Village - Chhajli 19101/R(Ext) , Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 5684.06 /Cum 93.78 Ninty Three Rupees and Seventy Eight Paise

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. 3225 /Mtrs 71 Seventy One Rupee

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 . 1290 /Joints 298.78 Two Hundred Ninty eight Rupees and sixty Eight Paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (500mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 22 /Cut hole 127 One hundred Five Rupees

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

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500mm) 22 /Riser & Valve 298.78 Two Hundred Ninty eight Rupees and seventy eight Paise

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 8 /Air pipe 286.71 Two Hundred Eighty six Rupees and seventy one Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

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

B.B.C 1:8:16 0.6 cum Three thousand seven hundred ninty seven and twenty five paise

Fixing of Double pump stand 1 No 3959.94 Three Thousand Nine Hundred fifty Nine rupees and ninty four paise

Total Cost for ONE Pump Stand

Total Cost for 5 Pump Stand

Cost of Other Items

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

Sign Board (5' X 3') 0 each 4000 Four Thousand rupees

Fixing of gate valve (500 mm) 8 each Two Thousand Two Hundred Seventy Five rupees and Thirty eight paise

Nimar for jointing the pipe (500mm) 272.448 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 496.982 per tonnes 209.86 Two hundred Nine rupees and eighty six paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work:- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 300 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Ugrahan 4649/L(Ext), Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 1145.7 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 1005 /Mtrs 84 Seventy six Rupee

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 . 402 /Joints 116.81 One hundred sixty rupee and forty seven paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (300mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 13 /Cut hole 75 Ninty Five Rupees

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

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300mm) 13 /Riser & Valve 485.81 Five hundred sixty seven rupees and seventy seven

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe 286.59 Two Hundred Eighty six Rupees and thirty nine Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

Exavation (2m X2m X2m) 8 cum 0 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum 0 Three thousand seven Hundred eighty one Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No 0 Three Thousand Five Hundred seventy two rupees and thirteen paise

Total Cost for ONE Pump Stand

Total Cost for Four Pump Stand

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

Sign Board (5' X 3') 0 each 4000 Four Thousand rupees

Fixing of gate valve (300 mm) 4 each One thousand seven hundred thirty three rupee and seventy six paise

Nimar for jointing the pipe (300mm) 31.52 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 56.033 per tonnes 160.3 One hundred Seventy two rupees and ninty four paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work:- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 300 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Nilowal 42660/R(Ext), Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 2610.6 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 2290 /Mtrs 84 Seventy six Rupee

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 . 916 /Joints 117.1 One hundred sixty rupee and forty seven paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (300mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 21 /Cut hole 75 Ninty Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 7 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300mm) 21 /Riser & Valve 486.29 Five hundred sixty seven rupees and seventy seven

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 7 /Air pipe 286.95 Two Hundred Eighty six Rupees and thirty nine Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum Three thousand seven Hundred eighty one Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No 3572.13 Three Thousand Five Hundred seventy two rupees and thirteen paise

Total Cost for ONE Pump Stand

Total Cost for Four Pump Stand

Providing and Fixing of jaal 1 each 4000 Four Thousand rupees

Sign Board (5' X 3') 1 each 4000 Four Thousand rupees

Fixing of gate valve (300 mm) 7 each One thousand seven hundred thirty three rupee and seventy six paise

Nimar for jointing the pipe (300mm) 71.81 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 126.999 per tonnes 160.3 One hundred Seventy two rupees and ninty four paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work:- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 300 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Chhajli 10377/R(Ext), Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 8133.9 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 7135 /Mtrs 84 Seventy six Rupee

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 . 2854 /Joints 116.69 One hundred sixty rupee and forty seven paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (300mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 57 /Cut hole 75 Ninty Five Rupees

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

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300mm) 57 /Riser & Valve 485.31 Five hundred sixty seven rupees and seventy seven

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 19 /Air pipe 286.28 Two Hundred Eighty six Rupees and thirty nine Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum Three thousand seven Hundred eighty one Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No 3574.86 Three Thousand Five Hundred seventy two rupees and thirteen paise

Total Cost for ONE Pump Stand

Total Cost for 10 Pump Stand

Providing and Fixing of jaal 1 each 4000 Four Thousand rupees

Sign Board (5' X 3') 1 each 4000 Four Thousand rupees

Fixing of gate valve (300 mm) 19 each One thousand seven hundred thirty three rupee and seventy six paise

Nimar for jointing the pipe (300mm) 223.75 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 394.971 per tonnes 160.3 One hundred Seventy two rupees and ninty four paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Name of Work:- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 300 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Chatha Nanhera 13566/L(Ext), Tehsil-Sunam and District- Sangrur.

Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

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. 399 /Cum 93.78 Ninety Three rupees and Seventy Eight paise

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. 350 /Mtrs 84 Seventy six Rupee

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 . 140 /Joints 116.94 One hundred sixty rupee and forty seven paise

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (300mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 1 /Cut hole 75 Ninty Five Rupees

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 1 /Cut hole 41 Fourty One Rupess

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300mm) 1 /Riser & Valve 487.19 Five hundred sixty seven rupees and seventy seven

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 1 /Air pipe 287.45 Two Hundred Eighty six Rupees and thirty nine Paise

Fixing of S & S Pipe (Pump Stand/Haudi)

Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise

B.B.C 1:8:16 and material 0.6 cum Three thousand seven Hundred eighty one Rupees and sevety seven Paise

Fixing of the double pump stand with labour 1 No 3574.86 Three Thousand Five Hundred seventy two rupees and thirteen paise

Total Cost for ONE Pump Stand

Total Cost for 0 Pump Stand

Providing and Fixing of jaal 0 each 4000 Four Thousand rupees

Sign Board (5' X 3') 0 each 4000 Four Thousand rupees

Fixing of gate valve (300 mm) 2 each One thousand seven hundred thirty three rupee and seventy six paise

Nimar for jointing the pipe (300mm) 10.98 Per kg 60 Sixty rupees

Provision for Carriage of Pipe for lead upto 2 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 19.317 per tonnes 160.3 One hundred Seventy two rupees and ninty four paise

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0

Grand Total (1+2+3+4+5+6+7+8)

Credit of damaged lined water channel existing on site to be deducted from the bill of Agency