Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2026-2027/26

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 300 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Shadihari (C/o 76036/L, 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. 581.4 /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 84 Rupees 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 . 204 /Joints 117.39 Rupees One Hundered Seventeen and Thirty Nine 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) 0 /Meter 0 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) 5 /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) 2 /Cut hole 41 Rupees Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300mm) 5 /Riser & Valve 491.61 Rupees Four Hundered Ninty One and Sixty One Paise Onlly

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 2 /Air pipe 290.21 Rupees Two Hundered Ninty and Twenty One 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 (300 mm) 2 each 1458.53 Rupees One Thousand Four Hundered Fifty Eight and Fifty Three Paise Only

Nimar for jointing the pipe (300mm) 15.994 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 28.359 per tonnes 160.3 Rupees One Hundered 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, Pump Stand, Construction of Haudies at Village - Toorbanjara (C/o 8100/L, 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. 2004.75 /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 . 540 /Joints 208.71 Rupees Two Hundred Eight and Seventy One 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 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 (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) 6 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400 mm) 10 /Riser & Valve 710.81 Rupees Seven Hundred Ten and Eighty One Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 6 /Air pipe 289.43 Rupees Two Hundred Eighty Nine and Forty Three Paise Only

Fixing of Gate valves with C.C 1:2:4 (400 mm) 5 /Gate Valve 2055.82 Rupees Two Thousand Fifty Five and Eighty Two 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 3881.74 Rupees Three Thousand Eight Hundred Eighty One and Seventy Four Paise Only

Plain Cement Concrete 1:2:4 0.14 cum 5135.44 Rupees Five Thousand One Hundered Thirty 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 5626.51 Rupees Five Thousand Six Hundered Twenty Six and Fifty One Paise Only

12.5 mm thick cement plaster work 1:4 15.32 cum 202.35 Rupees Two Hundred Two and Thirty Five Paise Only

RCC Slab 1:2:4 0.21 cum 8229.2 Rupees Eight Thousand Two Hundred Twenty Nine and Twenty Paise 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 Four Thousand Only

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 74.52 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 132.98 Ton 172.94 Rupees One Hundred 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 450 mm Dia RCC Pipes, fixing of AVP , Risers, Pump Stand, Construction of Haudies at Village - Dhandoli Kalan (C/o 12018/L, 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. 4846.1 /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 . 1204 /Joints 235.55 Rupees Two Hundred Thirty Five and Fifty Five Paise Only

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) 20 /Meter 3274.28 Rupees Three Thousand Two Hundered Seventy Four and Twenty Eight Paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 28 /Cut hole 116 Rupees One Hundered Sixteen Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 11 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450 mm) 28 /Riser & Valve 769.15 Rupees Seven Hundred Sixty Nine and Fifteen Paise Only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) 11 /Air pipe 289.19 Rupees Two Hundred Eighty Nine and Ninteen Paise Only

Fixing of Gate valves with C.C 1:2:4 (450 mm) 7 /Gate Valve 2176.54 Rupees Two Thousand One Hundered Seventy Six and Fifty Four 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 3880.15 Rupees Three Thousand Eight Hundred Eighty and Fifteen Paise Only

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

First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5625.72 Rupees Five Thousand Six Hundered Twenty Five and Seventy Two Paise Only

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

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

Foot rest (Item No. 29.37) 6 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) 4 Nos

Material For Fixing of P.S:-

Cement 2.69 Nos 300 Rupess Three Hundred Only

Sand 12.7 Cft 38.06 Thirty Eight Rupees and Six Paise Only

Aggrigate 20.6 Cft 38.75 Thirty Eight Rupees and Seventy Five 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 Six Paise Only

Aggrigate 21.18 Cft Thirty Eight Rupees and Seventy Five 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 0 each 4000 Rupees Four Thousand Only

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

Road Cut 0 each 15000 Rupees Fifteen Thousand Only

Nimar for jointing the pipe 184.453 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 362.964 Ton 172.94 Rupees One Hundred Seventy Two and Ninty Four 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