Laying of RCC Underground Pipeline Works

FINANCIAL BID NO.: DSWC/SAN/2025-2026/38

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 - Rurki khurd (C/o8400 R tehsil Malerkotla distt.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. 25908.75 /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. 14700 /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 . 5880 /Joints Rupees Two hundred ninety five and sixty five paise

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (500 mm) 130 /Cut hole 127 Rupees one hundred twenty seven

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 Forty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (500 mm) 130 /Riser & Valve 871.6 Rupees eight hundred seventy one and sixty paise only

Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 28 /Air pipe 279.82 Rupees Two Hundred seventy nine and eighty two paiseonly

S&S Pump Stand 900mm

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

Material For Fixing of P.S:-

Cement 2 300 Three Hundred

Sand 9 Thirty Five Rupees and Thirty Five paise

Aggrigate 15 cum 34.93 Thirty Six Rupees and Four Paise

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

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

Cement 1.08 300 Three Hundred

Sand 10.6 Thirty Five Rupees and Thirty Five paise

Aggrigate 21.18 cum Thirty Six Rupees and Four Paise

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

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

Total Cost for nine Pump Stand

Cost of Other Items

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

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

Fixing of gate valve (500 mm) 16 Rupees One Thousand Six Hundered Seventy Five and Thirty Seven Paise Only

Nimar for jointing the pipe (500mm) 1241.856 Per kg 60 Rupees Sixty Only

Road Cut 4 Per Cut 15000 Fifteen thousand 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 2270.99 per tonnes 209.86 Rupees Two Hundred nine and Eighty Six paise only

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 - Chattriwal (C/o 62893 R), Tehsil-amargarh and District- malerkotla.

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. /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. 3960 /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 . 1584 /Joints 116.27 Rupees One Hundred Sixteen and twenty seven paise Only

Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (300mm) 36 /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) 12 /Cut hole 41 Rupees Fourty One Only

Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (300 mm) /Riser & Valve 480.44 Rupees Four Hundred Eighty and forty four only

Fixing of Air vent Pipes with C.C 1:2:4 (150 mm) /Air pipe Rupees Two Hundred Eighty three and Twenty two Paise Only

Fixing of Gate valves with C.C 1:2:4 (300 mm) 9 /Gate Valve 1447.33 Rupees One Thousand Four Hundred Fifty Three and Seventy Six Paise Only

Estimate of Charges for pump stand 1000mm

S&S Pump Stand 1000mm(3Mtr) 8 Nos

Material For Fixing of P.S:-

Cement 2 300 Three Hundred

Sand 9 35.67 Thirty Five Rupees and Thirty Five paise

Aggrigate 15 cum Thirty Six Rupees and Four Paise

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

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

Cement 1.08 300 Three Hundred

Sand 10.6 Thirty Five Rupees and Thirty Five paise

Aggrigate 21.18 cum Thirty Six Rupees and Four Paise

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

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

Total Cost for Two 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 124.186 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 219.474 Ton 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)

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