Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2025-26/41

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 500 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Bhunder Bhaini, (C/o 15215/L),Sub minor no.1 ,Moonak Branch, rajwaha-Ladbanjara,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. 35510.85 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only 500

2 Lowering of 500 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. 20148 /Mtrs 71 Rupee Seventy One Only 350

3 Jointing of class N.P.2 500 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 . 8060 /Joints 300.52 Three hundred rupees and fifty-two paise. 250

4 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 2000 Rupees Two Thousand Only 300

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 202 /Cut hole 127 Rupees One hundred Twenty Seven Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 119 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500mm) 202 /Riser & Valve 903.49 Nine Hundred and Three fourty nine paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 119 /Air pipe 290.69 Two Hundred and Ninety Only

Estimate cost for fixing of S & S Pipe Pump Stand (1200 mm dia)

1 Earth work in Excavation 8 cum 93.78

3 Material For Fixing of Pump Stand 1 Nos.

Total Cost for fixing of One Pumpstand

Total Cost for Fixing of Twenty Six No. Pumpstand'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 3000 Rupees Three Thousand Only

3 Fixing of gate valve (500 mm) 39 each 2286.9 Two Thousand Two Hundred and Eighty Six Only

4 Nimar for jointing the pipe 1702.272 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 3117.5 per tonnes 209.86 Rupees Two Hundred Nine and Eighty Six paise only

Grand Total (A+B+C)

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)

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 - Karodha (C/o 24270/R) Dhanaouri 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. 3716.895 /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. 2723 /Mtrs 76 Rupee Seventy Six 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 . 1090 /Joints 160.82 Rupees One Hundred Sixty and Eighty two Paise Only

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 Rupees Two Thousand Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 38 /Cut hole 95 Rupees Ninty Five Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 20 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 38 /Riser & Valve 569.29 Rupees Five hundred Sixty Nine and Twenty Nine Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 20 /Air pipe 287.14 Rupees Two Hundred eighty seven and Fourteen 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 3865.6 Three Thousand Eight Hundred and Sixty Five Only

3 Plain Cement Concrete 1:2:4 0.14 cum 4110 Four Thousand One Hundred and Ten Only

4 First Class burnt brick work laid in Cement sand mortar in 1:5 in foundation and plinth 4.75 cum 4770 Four Thousand Seven Hundred and Seventy Only

5 12.5 mm thick cement plaster work 1:4 15.32 cum 224.7 Two Hundred and Twenty Four Only

6 R.C.C Slab 1:2:4 0.21 cum 8160.92 Eight Thousand One Hundred and Sixty Only

7 Foot rest 6 Nos. 100 Rupees One Hundred seventy five Only

Total Cost for ONE Haudi

Total Cost for Two 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') 0 each 4000 Rupees Four Thousand Only

3 Fixing of gate valve (350 mm) 3 each Rupees One Thousand Seven Hundred Thirty Four and twenty eight Paise Only

4 Fixing of gate valve (450 mm) 4 each 2177.97 Two Thousand One Hundred and Seventy Seven Only

5 Nimar for jointing the pipe 100 Per kg 60 Rupees Sixty Only

6 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 240 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only

Grand Total (A+B+C)

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)

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 Haudies at Village - Karoda, (C/o 27219/R),Dhanaouri 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. 3011.58 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

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. 2574 /Mtrs 70 Rupee Seventy 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 . 1287 /Joints 91.189 Ninety One Only

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 Rupees Two Thousand Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 33 /Cut hole 62 Rupees sixty two Only

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

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (250mm) 33 /Riser & Valve 434.27 Four Hundred and Thirty Four Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 12 /Air pipe 286.246 Two Hundred and Eighty Six Only

Estimate cost for fixing of S & S Pipe Pump Stand (900 mm dia)

1 Earth work in Excavation 8 cum 93.78

3 Material For Fixing of Pump Stand 1 Nos. 3570.8

Total Cost for fixing of One Pumpstand

Total Cost for Fixing of Two No. Pumpstand'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') 0 each 3000 Rupees Three Thousand Only

3 Fixing of gate valve (250 mm) 4 each 1220.18 One Thousand Two Hundred and Twenty Only

4 Fixing of gate valve (300 mm) 4 each 1452.11 One Thousand Four Hundred and Fifty Two Only

5 Nimar for jointing the pipe 83.665 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 179 per tonnes 160.3 One Hundred and Sixty Only

Grand Total (A+B+C)

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)

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 - Chottian (C/o 6352/L) Chottia Minor, Rajbaha Ladbanjara, 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. 2447.58 /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. 2147 /Mtrs 84 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 . 859 /Joints 116.8 One Hundred and Sixteen 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) 38 /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 (300mm) 38 /Riser & Valve 486.63 Four Hundred and Eighty Six Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 14 /Air pipe 287.14 Two Hundred and Eighty Seven Only

Cost of Other Items

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

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

3 Fixing of gate valve (300 mm) 2 each 1453.55 One Thousand Four Hundred and Fifty Three Only

4 Fixing of gate valve (400 mm) 11 each 2050.54 Two Thousand and Fifty Only

5 Nimar for jointing the pipe 67 Per kg 60 Rupees Sixty Only

6 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 120 per tonnes 160.3 Rupees One Hundred Sixty and thirty paise only

Grand Total (A+B)

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

Grand Total (A)

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