Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-27/09

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 (+/-%)

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 - Thaska (C/o 3810/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. 5148.803 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

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. 3433 /Mtrs 71 Rupee Seventy One 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 . 1374 /Joints 209.19 Rupees Two Hundred Nine and Ninteen Paise Only

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 Rupees Two Thousand Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 27 /Cut hole 105 Rupees One Hundred Five Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 25 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 27 /Riser & Valve 714.79 Rupees Seven hundred Fourteen and Seventy Nine Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 25 /Air pipe 291.15 Rupees Two Hundred Ninty One and Fifteen Paise Only

9 Fixing of 600 mm Pumpstand 2 /pump stand 2200.95 Rupees Two thousand and two hundred and ninty five paisa only

Estimate of Fixing of Pumpstand as Haudi (1100 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 3891.56 Rupees Three Thousand Eight Hundred Ninty One and Fifty six Paise Only

3 Material and Fixing of pumpstand with labour 1 nos 3621.75 Rupees Three Thousand Six hundred twenty one and Seventy five Paise Only

Total Cost for ONE 1100 mm pumpstand

Total Cost for Three No. Haudi's (B)

Cost of Other Items

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

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

3 Fixing of gate valve (400 mm) 7 each Rupees Two Thousand Fifty nine and Seventy Nine Paise Only

4 Fixing of gate valve (450 mm) 7 each 2181.66 Rupees Two Thousand One hundred Eighty one and Sixty six Paise Only

5 Nimar for jointing the pipe 436.08 Per kg 60 Rupees Sixty Only

6 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 189.612 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - KAR0DHA (C/o 21000/R) 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. 9798.46 /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. 6086 /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 . 2435 /Joints 236.13 Rupees Two Hundred Thirty Six and Thirteen 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) 76 /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) 49 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 76 /Riser & Valve 774.275 Rupees Seven hundred Seventy Four and Twenty Eight Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 49 /Air pipe 290.02 Rupees Two Hundred Ninty and Two Paise Only

9 Fixing of 1100 mm pumpstand 3 /pump stand 2975.05 Rupees Two thousand Nine hundred and Seventy Five and five paisa only

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 4500 Rupees Four Thousand Only

3 Fixing of gate valve (450 mm) 11 each 2181.66 Rupees Two Thousand One Hundred Eighty One and Sixty Six Paise Only

4 Nimar for jointing the pipe 373.042 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 736.954 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - GULHADI (C/o 38000/R),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. 5736.43 /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. 3563 /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 . 1426 /Joints 236.3 Rupees Two Hundred Thirty six and Thirty 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) 35 /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) 25 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 35 /Riser & Valve 774.96 Rupees Seven hundred Seventy Four and Ninty Six Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 25 /Air pipe 291.72 Rupees Two Hundred Ninty One and Seventy Two Paise Only

Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)

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 3828.28 Rupees Three Thousand Eight Hundred Twenty Eight and Twenty Eight Paise Only

3 Plain Cement Concrete 1:2:4 0.144 cum 4962.09 Rupees Four Thousand Nine hundred Sixty Two and Nine Paise Only

4 First Class burnt brick work laid in Cement sand mortar in 1:5 in foundation and plinth 4.75 cum 4411.24 Rupees Four Thousand Four Hundred Eleven and Twenty Four Paise Only

5 12.5 mm thick cement plaster work 1:4 15.32 cum 195.39 Rupees Onw hundred Ninty Five and Thirty Nine paisa only

6 R.C.C SLAB 1:2:4 0.21 CUM 7771.78 Rupess Seven thousand Seven Hundred Seventy one and Sevety Eight paisa only

7 FOOTREST 6 NOS 100 Rupees One humdred Only

8 Labour work for Dismatling of Brick Work1:4 9.4 cum 682 Rupees Six hundred Eighty two only

9 Labour work for Dismatling of PCC work 0.49 cum 412 Rupees Four hundred twelve only

Total Cost for ONE Haudi

Total Cost for One No. Haudi's (B) 36553

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 3903.56 Rupees Three Thousand Nine Hundred Three and Fifty six Paise Only

3 Material and Fixing of pumpstand with labour 1 nos 3627.16 Rupees Three Thousand Six hundred twenty seven and Sixteen Paise Only

Total Cost for ONE 1200 mm pumpstand

Total Cost for Two No. Pumpstand 1200 mm (C)

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) 13 each 2182.35 Rupees Two Thousand One Hundred Eighty Two and Thirty Five Paise Only

4 Nimar for jointing the pipe 218.463 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 430.312 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only

Total (A+B+C+D)

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 300 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - THASKA (C/o 11110/L), 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. 2421.36 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

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. 2124 /Mtrs 84 Rupee Eighty Four 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 . 850 /Joints 137.54 Rupees One Hundred Thirty Seven and Fifty Four Paise Only

4 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 2000 Rupees Two Thousand Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 15 /Cut hole 75 Rupees Seventy Five Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 14 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 15 /Riser & Valve 493.11 Rupees Four hundred Ninty Three and Eleven Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 14 /Air pipe 291.15 Rupees Two Hundred Ninty One and Fifteen Paise Only

9 Fixing of pumpstand 450 mm 4 /pumpstand 2358.56 Rupees Two Thousand three hundred and Fifty eight and fifty six paisa only

Estimate of Fixing of Pumpstand as Haudi (900 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 3891.56 Rupees Three Thousand Eight Hundred Ninty One and Fifty six Paise Only

3 Material and Fixing of pumpstand with labour 1 nos 3621.75 Rupees Three Thousand Six hundred twenty one and Seventy Five Paise Only

Total Cost for ONE 900 mm pumpstand

Total Cost for Four No. Pumpstand 900 mm (C)

Cost of Other Items

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

2 Sign Board (5' X 3') 1 each 3000 Rupees Three Thousand Only

3 Fixing of gate valve (300 mm) 1 each 1460.02 Rupees One Thousand Four Hundred Sixty and Two Paise Only

4 Fixing of gate valve (450 mm) 1 each 2182.35 Rupees Two thousand One hundred and Eighty Two and Thirty Five paisa

5 Nimar for jointing the pipe 66.64 Per kg 60 Rupees Sixty Only

6 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 117.546 per tonnes 160.3 Rupees One Hundred Sixty and Thirty 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - CHOTIAN & GURNEKALAN (C/o 238900/L), GHAGGAR BRANCH,Tehsil LEHRA 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. 3574.2 /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. 2220 /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 . /Joints 236.3 Rupees Two Hundred Thirty six and Thirty 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) 17 /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) 13 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 17 /Riser & Valve 774.96 Rupees Seven hundred Seventy Four and Ninty Six Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 13 /Air pipe 291.72 Rupees Two Hundred Ninty One and Seventy 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 3890 Rupees Three Thousand Eight Hundred Ninty Only

3 Material and Fixing of pumpstand with labour 1 nos 3622.73 Rupees Three Thousand Six hundred twenty Two and Seventy Three Paise Only

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 4500 Rupees Four Thousand Only

2 Sign Board (5' X 3') 1 each 4500 Rupees Four Thousand Five hundres Only

3 Fixing of gate valve (450 mm) 2 each 2182.35 Rupees Two Thousand One Hundred Eighty Two and Thirty Five Paise Only

4 Nimar for jointing the pipe 136.042 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 267.306 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

Grand Total (A+B+C+D+E)

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