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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC GSTIN: 03ASFPS8122E1ZYVPO DODA SHRI MUKATSAR SAHIB | ₹1.6 Cr | L1 | Accepted-AOC Lowest Quoted Amount |
| 2 | L2₹1.6 CrRejected-Finance GSTIN: 03AEEPB9944A1Z113193 GALI NO 9 NAMDEV MARG BATHINDA | ₹1.6 Cr | L2 | Rejected-Finance Higher Quoted Amount |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
20 Apr 2026, 12:00 pmClosed
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 allied works.
2026_DOA_165625_1
DSWC/SAN/2025-2026/37
Open Tender
Civil Works - Water Works
365 days
Sangrur
Please refer tender Documents.
3 documents required · 3 mandatory
₹2,000
₹3.4 L
6 May 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
FINANCIAL BID NO.: DSWC/SAN/2025-2026/37
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 700 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - Khadial 22545/L, 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. 29456.96 /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. 14145 /Mtrs 87 Eighty Seven 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 . 5658 /Joints 386.69 Three Hundred Eighty Six Rupees and Sixty Nine Paise
Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (700mm) 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) 60 /Meter Five Thousand Four Hundred Sixty One Rupees and Thirty Four Paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (700 mm) 121 /Cut hole 172 One Hundred Seventy Two Rupees
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 28 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (700mm) 121 /Riser & Valve 1110.74 One Thousand One Hundred Ten Rupees and Seventy Four Paise
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 28 /Air pipe 285.19 Two Hundred Eighty Five Rupees and Nineteen Paise
Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)
Earth work in Excavation 8 cum 93.78 Ninty Three Rupees and Seventy Eight Paise
B.B.C 1:8:16 0.6 cum 3851.89 Three Hundred Eight Hundred Fifty One Rupees and Eighty Nine Paise
Plain Cement Concrete 1:2:4 0.14 cum 5075.04 Five Thousand Seventy Five Rupees and Four Paise
First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5035.57 Five Thousand Thirty Five Rupees and Fifty Six
12.5 mm thick cement plaster work 1:4 15.32 cum 201.38 Two Hundred One Rupee and Thirty Eight Paise
RCC Slab 1:2:4 0.21 cum 8155.01 EightThousand One Hundred Fifty-five Rupees and One Paise
Foot rest (Item No. 29.37) 6 No 100 One Hundred Rupee
Total Cost for ONE Haudi
Total Cost for 27 Haudis
Cost of Other Items
Providing and Fixing of jaal 1 each 4000 Four Thousand rupees
Sign Board (5' X 3') 1 each 4000 Four Thousand rupees
Fixing of gate valve (700 mm) 25 each 2910.92 Two thousand nine hundred ten and ninty two
Nimar for jointing the pipe 1929.378 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 2859.5 per tonnes 209.86 Two Hundred nine and Eighty six Paise only
Credit of damaged lined water channel existing on site to be deducted from the bill of Agency 103150
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, NP3 Pipes, Risers, Construction of Haudies at Village - Chatha Nanhera 5057/L , 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. 15785.55 /Cum 93.78 Ninty 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. 10630 /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 . 4252 /Joints 207.68 Two Hundred Seven Rupees and sixty Eight Paise
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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (400 mm) 71 /Cut hole 105 One hundred Five Rupees
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 31 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (400mm) 71 /Riser & Valve 702.36 Seven Hundred two Rupees and thirty six Paise
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe 285.75 Two Hundred Eighty five Rupees and seventy five Paise
Fixing of S & S Pipe (Pump Stand/Haudi)
Earth work in Excavation 8 cum 93.78 Ninty Three Rupees and Seventy Eight Paise
B.B.C 1:8:16 0.6 cum Two thousand four hundred eighty four and seventy paise
Fixinf of Double pump stand 1 No 3569.82 Three Thousand Five Hundred Sixty Nine rupees and Eighty Two paise
Total Cost for ONE Pump Stand
Total Cost for Nineteen Pump Stand
Cost of Other Items
Providing and Fixing of jaal 1 each 4000 Four Thousand rupees
Sign Board (5' X 3') 1 each 4000 Four Thousand rupees
Fixing of gate valve (400 mm) 28 each 2569.71 Two Thousand Five Hundred Sixty Nine rupees and Seventy One paise
Nimar for jointing the pipe (400mm) 586.776 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 1046.272 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 47977
Name of Work:- Earth work for excavation of Trenches for laying of Underground pipeline, lowering and jointing of 350 mm Dia RCC Pipes, fixing of AVP, NP3 Pipes, Risers, Fixing of S&S pipes(900mm) at Village - Ganduan 13080/R, 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. 941.85 /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. 690 /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 . 276 /Joints 160.75 One hundred sixty rupee and seventy five paise
Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (350mm) 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 8 /Cut hole 95 Ninty Five Rupees
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 4 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 8 /Riser & Valve Five hundred seventy rupees and fifty five
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 4 /Air pipe Two Hundred Eighty seven Rupees and seventy eight Paise
Fixing of S & S Pipe (Pump Stand/Haudi)
Fixing of the double pump stand with labour and material 900 mm 1 No 3569.82 Three Thousand Five Hundred Sixty Nine rupees and Eighty Two paise
Total Cost for ONE Pump Stand
Total Cost for Two 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 (400 mm) 2 each 1736.54 One thousand seven hundred thirty six rupee and fifty four paise
Nimar for jointing the pipe (400mm) 25.392 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 60.48 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(900mm) at Village - Khadial 12330/L, 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. 22556.1 /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. 14010 /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 . 5604 /Joints 234.34 Two hundred thirty four rupee and thirty four 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 2777.02 Two Thousand Seven Hundred Seventy Seven Rupees and Two Paise
Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (450 mm) 139 /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) 40 /Cut hole 41 Fourty One Rupess
Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (450mm) 139 /Riser & Valve 758.73 Seven Hundred fifty eight Rupees and seventy three Paise
Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 40 /Air pipe 285.18 Two Hundred Eighty five Rupees and Eighteen Paise
Fixing of S & S Pipe (Pump Stand/Haudi) 900mm
Exavation (2m X2m X2m) 8 cum 93.78 Ninety Three rupees and Seventy Eight paise
B.B.C 1:8:16 and material 0.6 cum 2754.77 Two thousand seven Hundred fifty four Rupees and sevety seven Paise
Fixing of the double pump stand with labour 1 No 3576.21 Three Thousand Five Hundred seventy Six rupees and Twenty one paise
Total Cost for ONE Pump Stand
Total Cost for Twenty Pump Stand
Cost of Other Items
Providing and Fixing of jaal 1 each 4000 Four Thousand rupees
Sign Board (5' X 3') 1 each 4000 Four Thousand rupees
Fixing of gate valve (400 mm) 31 each 2166.12 Two Thousand One Hundred Sixty six rupees and twelve paise
Nimar for jointing the pipe (400mm) 858.533 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 690.852 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 68094
Grand Total (A+B+C+D)
Credit of Damaged lined water channel existing on site to be deducted from the bill of Agency
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