Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/05

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 , Risers, Construction of Haudies at Village - Ubhia and Rogla (C/o 9302/TF, Extension), 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. 2723.06 /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 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 . 618 /Joints 300.36 Rupees Three Hundered Thirty Four Paise Only

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 4552.17 Rupees Four Thousand Five Hundered Fifty Two and Seventeen Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 17 /Cut hole 127 Rupees One Hundered Fifty Only

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

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500mm) 17 /Riser & Valve 902.42 Rupees Nine Hundered Sixty Two and Fourteen Paise Onlly

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 12 /Air pipe 290.33 Rupees Two Hundered 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

Fixing of gate valve (500 mm) 4 each 2285.79 Rupees Two Thousand Seven Hundered Sixty Two and Thirty Two Paise Only

Nimar for jointing the pipe (500mm) 130.522 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 0.600 per tonnes 209.86 Rupees Two Hundered Nine and Eighty Five 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, Pump Stand, Construction of Haudies at Village - Mehlan (C/o 30826/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. 7079.4 /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 . 2484 /Joints 117.14 Rupees One Hundred Seventeen and Sixty Eight Paise 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) 10 /Meter 1355.85 Rupees Four Thousand Five Hundered Fifty Two and Seventeen Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300 mm) 78 /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) 25 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) 78 /Riser & Valve 489.19 Rupees Four Hundred Ninty Four and Fifty Three Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 25 /Air pipe 288.7 Rupees Two Hundred Ninty Two and Four Paise Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 16 /Gate Valve 1456.11 Rupees One Thousand Four Hundered Sixty One and Forty Five 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 3876.62 Rupees Three Thousand Nine Hundred and Twenty Eight Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5121.54 Rupees Five Thousand One Hundered Eighty Five and Forty Four Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5047.95 Rupees Five Thousand One Hundered Fifty Five and Eighty One Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.18 Rupees Two Hundred Two and Ninty Five Paise Only

RCC Slab 1:2:4 0.21 cum 8216.52 Rupees Eight Thousand Two Hundred Seventy Four and Eighty Three Paise Only

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

Total Cost for ONE Haudi

Total Cost for One Haudis

Estimate of Charges for pump stand 900mm

S&S Pump Stand 900mm (3Mtr) 9 Nos

Material For Fixing of P.S:-

Cement 2 Nos 300 Rupess Three Hundred Only

Sand 9 Cft 37.86 Thirty Nine Rupees and Twenty Paise Only

Aggrigate 15 Cft 38.56 Thirty Nine Rupees and Eighty Nine 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 Nine Rupees and Twenty Paise Only

Aggrigate 21.18 Cft Thirty Nine Rupees and Eighty Nine 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 Three Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 194.75 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 345.65 Ton 160.3 Rupees One Hundred Sixty 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Pump Stand, Construction of Haudies at Village - Sihal and Munshiwala (C/o 31000/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. 21179.55 /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 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 . 5262 /Joints 235.36 Rupees One Hundred Seventeen and Sixty Eight Paise Only

Providing, Laying and Jointing (Butt/FusionWelding) of ISI Marked HDPE Pipes as per ISI-4984-1995Casting along the trenches of 450 im.mI Dia HDPE pipe Through rate (CSR 28.15) 96 /Meter 5632.46 Rupees Four Thousand Five Hundered Fifty Two and Seventeen Paise Only

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (For Road crossing) (500mm) (28.7 (B) (A) (j) 96 /Meter 8311.64 Rupees Four Thousand Five Hundered Fifty Two and Seventeen Paise Only

HDD Drilling (500mm) 30 /Cut hole 10233 Rupees Seventy Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 133 /Cut hole 116 Rupees Seventy Five Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 28 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450 mm) 133 /Riser & Valve 767.57 Rupees Four Hundred Ninty Four and Fifty Three Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 28 /Air pipe 288.58 Rupees Two Hundred Ninty Two and Four Paise Only

Fixing of Gate valves with C.C 1:2:4 (450 mm) 42 /Gate Valve 2174.96 Rupees One Thousand Four Hundered Sixty One and Forty Five 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 3875.73 Rupees Three Thousand Nine Hundred and Twenty Eight Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5119.14 Rupees Five Thousand One Hundered Eighty Five and Forty Four Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5143.51 Rupees Five Thousand One Hundered Fifty Five and Eighty One Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.15 Rupees Two Hundred Two and Ninty Five Paise Only

RCC Slab 1:2:4 0.21 cum 8214.33 Rupees Eight Thousand Two Hundred Seventy Four and Eighty Three Paise Only

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

Total Cost for ONE Haudi

Total Cost for One Haudis

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

Earth work in Excavation 16 cum 93.78 Rupees Ninty Three and Seventy Eight Paise Only

B.B.C 1:8:16 1.2 cum 3876.62 Rupees Three Thousand Nine Hundred and Twenty Eight Paise Only

Plain Cement Concrete 1:2:4 0.29 cum 5121.54 Rupees Five Thousand One Hundered Eighty Five and Forty Four Paise Only

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 9.68 cum 4039.28 Rupees Five Thousand One Hundered Fifty Five and Eighty One Paise Only

12.5 mm thick cement plaster work 1:4 29.72 cum 202.18 Rupees Two Hundred Two and Ninty Five Paise Only

RCC Slab 1:2:4 0.41 cum 8216.52 Rupees Eight Thousand Two Hundred Seventy Four and Eighty Three Paise Only

Foot rest (Item No. 29.37) 10 No 100 Rupees One Hundred Only

Total Cost for ONE Haudi

Total Cost for Two Haudis

Estimate of Charges for pump stand 900mm

S&S Pump Stand 1200mm (3Mtr) 44 Nos

Material For Fixing of P.S:-

Cement 2.69 Nos 300 Rupess Three Hundred Only

Sand 12.7 Cft 37.81 Thirty Nine Rupees and Twenty Paise Only

Aggrigate 20.6 Cft 38.51 Thirty Nine Rupees and Eighty Nine 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 Nine Rupees and Twenty Paise Only

Aggrigate 21.18 Cft Thirty Nine Rupees and Eighty Nine 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 Forty Four 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 806.14 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 1588.04 Ton 172.805 Rupees One Hundred Sixty Only

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

Grand Total (A+B+C)

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