Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/24

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 - Bijalpur and Akbarpur (C/o 10283/TF (Ext.), Tehsil-Bhawanigarh 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. 9890.1 /Cum 93.78 Rupees Ninty 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 Rupees 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 . 2664 /Joints 208.05 Rupees Two Hundered Eight and Five 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) 20 /Meter 2777.03 Rupees Two Thousand Seven Hundered Seventy Seven and Three Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 57 /Cut hole 105 Rupees One Hundered Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 27 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 57 /Riser & Valve 705.43 Rupees Seven Hundered Five and Forty Three Paise Onlly

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 27 /Air pipe 287.09 Rupees Two Hundered Eighty Seven and Nine Paise 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 3865.31 Rupees Three Thousand Eight Hundred Sixty Five and Thirty One Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5090.53 Rupees Five Thousand Ninty and Fifty Three Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5618.29 Rupees Five Thousand Six Hundered Eighteen and Twenty Nine Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 201.81 Rupees Two Hundred One and Eighty One Paise Only

RCC Slab 1:2:4 0.21 cum 8188.25 Rupees Eight Thousand One Hundred Eighty Eight and Twenty Five Paise Only

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

Total Cost for ONE Haudi

Total Cost for Nine Haudis

Estimate of Charges for pump stand 900mm

S&S Pump Stand 1200mm(3Mtr) 9 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 37.22 Thirty Seven Rupees and Twenty Two Paise Only

Aggrigate 15 Cft 37.91 Thirty Seven Rupees and Ninty One Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft Thirty Seven Rupees and Twenty Two Paise Only

Aggrigate 21.18 Cft Thirty Seven Rupees and Ninty One Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Nine Pump Stand

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

Fixing of gate valve (600 mm) 12 each 2050.44 Rupees Two Thousand Fifty and Forty Four Paise Only

Nimar for jointing the pipe (600mm) 367.632 Per 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 2013 657.092 per tonnes 172.94 Rupees One Hundered Seventy Two and Ninty Four Paise Only

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 400 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Ubhia (C/o 8511/R (Ext.), 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. 1254.83 /Cum 93.78 Rupees Ninty 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 Rupees 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 . 338 /Joints 208.96 Rupees Two Hundered 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) 0 /Meter 2777.03 Rupees Two Thousand Seven Hundered Seventy Seven and Three Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 10 /Cut hole 105 Rupees One Hundered Five Only

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

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 10 /Riser & Valve 712.88 Rupees Seven Hundered Twelve and Eighty Eight Paise Onlly

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe 290.33 Rupees Two Hundered Ninty and Thirty Three Paise 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 3865.31 Rupees Three Thousand Eight Hundred Sixty Five and Thirty One Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5090.53 Rupees Five Thousand Ninty and Fifty Three Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5618.29 Rupees Five Thousand Six Hundered Eighteen and Twenty Nine Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 201.81 Rupees Two Hundred One and Eighty One Paise Only

RCC Slab 1:2:4 0.21 cum 8188.25 Rupees Eight Thousand One Hundred Eighty Eight and Twenty Five Paise Only

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

Total Cost for ONE Haudi

Total Cost for Zero Haudis

Estimate of Charges for pump stand 900mm

S&S Pump Stand 1000mm(3Mtr) 2 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 38.51 Thirty Eight Rupees and Fifty One Paise Only

Aggrigate 15 Cft 39.21 Thirty Nine Rupees and Twenty One Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft Thirty Eight Rupees and Fifty One Paise Only

Aggrigate 21.18 Cft Thirty Nine Rupees and Twenty One Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Two Pump Stand

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 Four Thousand Only

Fixing of gate valve (600 mm) 2 each 2057.89 Rupees Two Thousand Fifty Seven and Eighty Nine Paise Only

Nimar for jointing the pipe (600mm) 46.644 Per 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 2013 83.692 per tonnes 172.94 Rupees One Hundered Seventy Two and Ninty Four Paise Only

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 250 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Shadihari (C/o 79790/L), 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. 5916.6 /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 70 Rupee Seventy 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 . 2076 /Joints 91.55 Rupees Ninty One and Fifty Five Paise Only

Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (250 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) 10 /Meter 989.24 Rupees Nine Hundered Eighty Nine and Twenty Four Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 51 /Cut hole 62 Rupees Sixty Two 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 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (250 mm) 51 /Riser & Valve 440.21 Rupees Four Hundred Forty and Twenty One Paise Only

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

Fixing of Gate valves with C.C 1:2:4 (250 mm) 13 /Gate Valve 1226.12 Rupees One Thousand Two Hundered Twenty Six and Twelve Paise 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 3888.09 Rupees Three Thousand Eight Hundred Eighty Eight and Nine Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5152.69 Rupees Five Thousand One Hundered Fifty Two and Sixty Nine Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5629.7 Rupees Five Thousand Six Hundered Twenty Nine and Seventy Paise Only

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

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

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

Total Cost for ONE Haudi

Total Cost for Three Haudis

Estimate of Charges for pump stand 900mm

S&S Pump Stand 900mm(3Mtr) 8 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 38.51 Thirty Eight Rupees and Fifty One Paise Only

Aggrigate 15 Cft 39.21 Thirty Nine Rupees and Twenty One Paise Only

Labour for installation of P.S 1 No 2079 Two Thousand Seventy Nine Rupees

Foundation Of Pump Stand (1:8:16) Dimension (2*2*0.15m)

Cement 1.08 Bags 300 Three Hundred

Sand 10.6 Cft Thirty Eight Rupees and Fifty One Paise Only

Aggrigate 21.18 Cft Thirty Nine Rupees and Twenty One Paise Only

1:8:16 Labour 0.6 Cft 1269.47 One Thousand Two Hundred Sixty Nine Rupees and Fourty Seven Paise Only

Excavation(2*2*2) 8 Cft 93.78 Ninety Three Rupees and Seventy Eight Paise Only

Total Cost for Eight Pump Stand

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

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 134.94 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 287.974 Ton 160.3 Rupees One Hundred Sixty and Thirty Paise Only

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 , Risers, Construction of Haudies at Village - Laadbanjara Kalan (C/o 5932/L), 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. 96.9 /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 Rupee Eighty Four 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 . 34 /Joints 117.33 Rupees One Hundred Seventeen and Thirty Three Paise Only

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

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 0 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) 1 /Riser & Valve 491.07 Rupees Four Hundred Ninty One and Seven Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 0 /Air pipe 289.88 Rupees Two Hundred Eighty Nine and Eighty Eight Paise Only

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 Four Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 2.67 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 4.795 Ton 160.3 Rupees One Hundred Sixty and Thirty Paise Only

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

Grand Total (A+B+C+D)

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