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Tender Value
₹27.6 L
EMD Value
₹55,000
Closing Date
1 Sept 2026, 11:00 am
DSCO Keshav Kumar
Opposite Aggarwal Hospital, Kishanpura Road, Sangrur
Laying and Jointing of RCC UGPL Works, Fixing of ARV, AAV, GV, Construction of Haudies and all other allied works.
2026_DOA_173873_1
DSWC/SAN/2026-27/23
Open Tender
Pipe Laying Works
Percentage
180 days
Sangrur
Please refer tender documents.
3 documents required · 3 mandatory
₹1,500
₹55,000
19 Aug 2026
19 Aug 2026
1 Sept 2026
19 Aug 2026
1 Sept 2026
19 Aug 2026
FINANCIAL BID NO.: DSWC/SGR/2026-27/23
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 450 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(1100mm) at Village - Chhahar 33739/R(Ext), Tehsil-Sunam 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. 474.95 /Cum 93.78 Ninety Three rupees and Seventy Eight paise
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. 295 /Mtrs 71 Seventy One Rupee
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 . 118 /Joints 234.67 Two hundred thirty-four rupees and sixty-seven paise
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) 0 /Meter 3274.28 Three Thousand two Hundred Seventy four Rupees and Twenty eight Paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 3 /Cut hole 116 One hundred sixteen Rupees
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 1 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 3 /Riser & Valve 761.59 Seven hundred sixty-one rupees and fifty-nine paise
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 1 /Air pipe 286.28 Two Hundred Eighty-Six Rupees and twenty-eight Paise
Fixing of S & S Pipe (Pump Stand/Haudi) 900mm
Exavation (2m X2m X2m) 8 cum 0 Ninety Three rupees and Seventy Eight paise
B.B.C 1:8:16 and material 0.6 cum 0 Two thousand seven Hundred fifty four Rupees and sevety seven Paise
Fixing of the double pump stand with labour 1 No 0 Three Thousand Five Hundred seventy Six rupees and Twenty one paise
Total Cost for ONE Pump Stand
Total Cost for Seven Pump Stand
Cost of Other Items
Providing and Fixing of jaal 0 each 4000 Four Thousand rupees
Sign Board (5' X 3') 0 each 4000 Four Thousand rupees
Fixing of gate valve (450 mm) 2 each Two Thousand One Hundred Sixty six rupees and twelve paise
Nimar for jointing the pipe (450mm) 18.078 Per kg 60 Sixty rupees
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 35.76 per tonnes 172.94 One hundred Seventy two rupees and ninty four paise
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, NP3 Pipes, Risers, Fixing of S&S pipes(1100mm) at Village - Khadial 17935/L(Ext), Tehsil-Sunam 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. 925.75 /Cum 93.78 Ninety Three rupees and Seventy Eight paise
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. 575 /Mtrs 71 Seventy One Rupee
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 . 230 /Joints 234.67 Two hundred thirty-four rupees and sixty-seven paise
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) 0 /Meter 3274.28 Three Thousand two Hundred Seventy four Rupees and Twenty eight Paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 6 /Cut hole 116 One hundred sixteen Rupees
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 2 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 6 /Riser & Valve 761.59 Seven hundred sixty-one rupees and fifty-nine paise
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 2 /Air pipe 286.28 Two Hundred Eighty-Six Rupees and twenty-eight Paise
Fixing of S & S Pipe (Pump Stand/Haudi) 900mm
Exavation (2m X2m X2m) 8 cum 0 Ninety Three rupees and Seventy Eight paise
B.B.C 1:8:16 and material 0.6 cum 0 Two thousand seven Hundred fifty four Rupees and sevety seven Paise
Fixing of the double pump stand with labour 1 No 0 Three Thousand Five Hundred seventy Six rupees and Twenty one paise
Total Cost for ONE Pump Stand
Total Cost for Seven Pump Stand
Cost of Other Items
Providing and Fixing of jaal 0 each 4000 Four Thousand rupees
Sign Board (5' X 3') 0 each 4000 Four Thousand rupees
Fixing of gate valve (450 mm) 2 each Two Thousand One Hundred Sixty six rupees and twelve paise
Nimar for jointing the pipe (450mm) 35.236 Per kg 60 Sixty rupees
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 69.2 per tonnes 172.94 One hundred Seventy two rupees and ninty four paise
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 600 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Jakhepalwas Dhaliwalwas 10500/TF, Tehsil-Sunam 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. 8611.2 /Cum 93.78 Ninety Three rupees and Seventy Eight paise
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. 4485 /Mtrs 74 Seventy four rupees
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 . 1794 /Joints 334.33 Three Hundred Thirty-Four Rupees and Thirty three Paise
Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (600mm) 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 4552.17 Four thousand five hundred fifty-two rupees and seventeen paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (600 mm) 29 /Cut hole 150 One hundred fifty rupees
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 13 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (600mm) 29 /Riser & Valve 964.33 Nine Hundred Sixty-Four Rupees and Thirty-Three Paise
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 13 /Air pipe 290.56 Two Hundred Ninety Rupees and Fifty-six Paise
Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)
Earth work in Excavation 8 cum 93.78 Ninety Three rupees and Seventy Eight paise
B.B.C 1:8:16 0.6 cum 3889.86 Three Thousand Eight Hundred Eighty-nine rupees and Eighty six paise
Plain Cement Concrete 1:2:4 0.14 cum 5157.16 Five Thousand One Hundred Fifty-seven rupees and Sixteen paise
First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 6206.16 Five Thousand Fifty-Four Rupees and Fifty-Nine Paise
12.5 mm thick cement plaster work 1:4 15.32 cum 202.61 Two Hundred Two rupees and Sixty-one Paise
RCC Slab 1:2:4 0.21 cum 8249.03 Eight Thousand Two Hundred Forty-Nine Rupees and Three paise
Foot rest (Item No. 29.37) 6 No 100 One hundred rupees
Total Cost for ONE Haudi
Total Cost for 9 Haudis
Cost of Other Items
Road Cut 1 each 0 Fifteen thousand rupees only
Providing and Fixing of jaal 0 each 4000 Four Thousand rupees only
Sign Board (5' X 3') 0 each 4000 Four Thousand rupees only
Fixing of gate valve (600 mm) 18 each 2764.51 Two Thousand seven Hundred sixty-four and Fifty one Paise
Nimar for jointing the pipe 611.754 Per kg 60 Six hundred eleven rupees and seventy-five paise
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 904.5 per tonnes 207.5 Nine Hundred Four Rupees and Fifty paise
Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 0
Total Credit of damaged lined water channel existing on site to be deducted from the bill of Agency
Grand Total (A+B+C)
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