Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SGR/2025-26/20/B

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.

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 - Rogla (C/o 30739/R), Tehsil Dirba 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. 7489.8 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

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. /Mtrs 84 Eighty Four Rupees And Zero Paisa Only

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 . 2628 /Joints 117.42 One Hundred Seventeen Rupees And Forty Two Paisa Only

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) 30 /Meter 1355.85 One Thousand Three Hundered Fifty Five and Eighty FIve Paisa Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 61 /Cut hole 75 Seventy Five Rupees And Zero Paisa Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 17 /Cut hole 41 Forty One Rupees And Zero Paisa Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) 61 /Riser & Valve 491.99 Four Hundred Ninty One Rupees And Ninty Nine Paisa Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 17 /Air pipe 290.45 Two Hundred Ninty Rupees And Forty Five Paisa Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 17 /Gate Valve 1458.91 One Thousand Four Hundred Fifty Eight Rupees And Ninty One Paisa Only

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

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

B.B.C 1:8:16 0.6 cum 3888.98 Three Thousand Eight Hundred Eighty Eight Rupees And Ninty Eight Paisa Only

Plain Cement Concrete 1:2:4 0.14 cum 5155.09 Five Thousand One Hundered Fifty Five Rupees And Nine Paisa Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum Five Thousand Fifty Four Rupees And Fourteen Paisa Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.59 Two Hundred Two Rupees And Fifty Nine Paisa Only

RCC Slab 1:2:4 0.21 cum Eight Thousand Two Hundred Forty Seven Rupees And Thirteen Paisa Only

Foot rest (Item No. 29.37) 6 No 100 One Hundred Rupees And Zero Paisa Only

Total Cost for ONE Haudi

Total Cost for Nineteen Haudis

Cost of Other Items

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

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

Nimar for jointing the pipe 206.04 Kg 60 Rupees Sixty Only

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 2020 364.283 Ton One Hundred Sixty Rupees And Thirty Paisa Only

Total Credit of Damaged Lined Water Channel Existing on Site to be Deducted from the Bill of Agency 24108

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 -Dhandoli Kalan (C/o 12018/L Extension) Tehsil-Dirba, 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. 6697.6 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

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. /Mtrs 71 Rupee Seventy One Only

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 . 1664 /Joints 235.55 Rupees Two Hundred Thirty Five and Fifty Five Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 38 /Cut hole 116 One Hundred Sixteen Rupees And Zero Paisa Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 10 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450 mm) 38 /Riser & Valve 769.15 Seven Hundred Sixty Nine Rupees And Fifteen Paisa Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 10 /Air pipe 289.19 Two Hundred Eighty Nine Rupees And Ninteen Paisa Only

Fixing of Gate valves with C.C 1:2:4 (450 mm) 9 /Gate Valve 2176.54 Two Thousand One Hundred Seventy Six Rupees And Fifty Four Paisa Only

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

Earth work in Excavation 8 cum 93.78 Rupees Eighty Six Only

B.B.C 1:8:16 0.6 cum 3880.15 Three Thousand Eight Hundred Eighty Rupees And Fifteen Paisa Only

Plain Cement Concrete 1:2:4 0.14 cum 5130.79 Five Thousand One Hundered Thirty Rupees And Seventy Nine Paisa Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5049.72 Four Thousand Forty Nine Rupees And Seventy Two Paisa Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.3 Two Hundred Two Rupees And Thirty Paisa Only

RCC Slab 1:2:4 0.21 cum 8224.98 Eight Thousand Two Hundred Twenty Four Rupees And Ninty Eight Paisa Only

Foot rest (Item No. 29.37) 6 No 100 Rupees One Hundred Only

Total Cost for ONE Haudi

Total Cost for Four Haudis

Cost of Other Items

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

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

Nimar for jointing the pipe 254.925 Kg 60 Rupees Sixty Only

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 2020 501.534 Ton 172.94 One Hundred Seventy Two Rupees And Ninety Four Paisa Only

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 - Harigarh (C/o 82570/83460/R), Tehsil Dirba 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. 5586 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

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. /Mtrs 84 Eighty Four Rupees And Zero Paisa Only

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 . 1960 /Joints 117.4 One Hundred Seventeen Rupees And Forty Paisa Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 45 /Cut hole 75 Seventy Five Rupees And Zero Paisa Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 18 /Cut hole 41 Forty One Rupees And Zero Paisa Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) 45 /Riser & Valve 491.79 Four Hundred Ninty One Rupees And Seventy Nine Paisa Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 18 /Air pipe 290.33 Two Hundred Ninty Rupees And Thirty Three Paisa Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 14 /Gate Valve 1458.71 One Thousand Four Hundred Fifty Eight Rupees And Seventy One Paisa Only

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

Earth work in Excavation 8 cum 93.78 Rupees Eighty Six Only

B.B.C 1:8:16 0.6 cum 3888.09 Three Thousand Eight Hundred Eighty Eight Rupees And Nine Paisa Only

Plain Cement Concrete 1:2:4 0.14 cum Five Thousand One Hundered Fifty Two Rupees And Sixty Nine Paisa Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5053.7 Four Thousand Fifty Three Rupees And Seventy Paisa Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.56 Two Hundred Two Rupees And Fifty Six Paisa Only

RCC Slab 1:2:4 0.21 cum 8244.94 Eight Thousand Two Hundred Forty Four Rupees And Ninty Four Paisa Only

Foot rest (Item No. 29.37) 6 No 100 One Hundred Rupees And Zero Paisa Only

Total Cost for ONE Haudi

Total Cost for Nine Haudis

Cost of Other Items

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

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

Nimar for jointing the pipe 153.664 Kg 60 Rupees Sixty Only

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 2020 271.671 Ton One Hundred Sixty Rupees And Thirty Paisa Only

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 - Rogla (C/o 60092/R Extension) Tehsil-Dirba, 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. 1032.08 /Cum 93.78 Rupees Ninety Three and Seventy Eight Paise Only

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. /Mtrs 71 Rupee Seventy One Only

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 . 278 /Joints 208.96 Rupees Two Hundred Eight and Ninty Six Paise Only

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) 10 /Meter 2777 Two Thousand Seven Hundered Seventy Seven Rupees Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 6 /Cut hole 105 One Hundred Five Rupees And Zero Paisa Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 3 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 400 mm) 6 /Riser & Valve 712.88 Seven Hundred Twelve Rupees And Eighty Eight Paisa Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 3 /Air pipe 290.33 Two Hundred Ninty Rupees And Thirty Three Paisa Only

Fixing of Gate valves with C.C 1:2:4 (400 mm) 2 /Gate Valve 2057.89 Two Thousand Fifty Seven Rupees And Eighty Nine Paisa Only

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

Earth work in Excavation 8 cum 93.78 Rupees Eighty Six Only

B.B.C 1:8:16 0.6 cum 3888.09 Three Thousand Eight Hundred Eighty Eight Rupees And Nine Paisa Only

Plain Cement Concrete 1:2:4 0.14 cum Five Thousand One Hundered Fifty Two Rupees And Sixty Nine Paisa Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5053.7 Four Thousand Fifty Three Rupees And Seventy Paisa Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.56 Two Hundred Two Rupees And Fifty Six Paisa Only

RCC Slab 1:2:4 0.21 cum 8244.94 Eight Thousand Two Hundred Forty Four Rupees And Ninty Four Paisa Only

Foot rest (Item No. 29.37) 6 No 100 Rupees One Hundred Only

Total Cost for ONE Haudi

Total Cost for Two Haudis

Cost of Other Items

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

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

Nimar for jointing the pipe 38.364 Kg 60 Rupees Sixty Only

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 2020 68.564 Ton 172.94 One Hundred Seventy Two Rupees And Ninety Four Paisa Only

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

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