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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 CrAccepted-AOC | ₹1.9 Cr | 1 | Accepted-AOC L1 bidder |
| 2 | 2₹1.9 CrRejected-AOC 302 VISHAL NAGAR PH 2 BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹1.9 Cr | 2 | Rejected-AOC L2 bidder |
| 3 | 3₹2.0 CrRejected-AOC HOUSE NO 243 STREET NO 9 EKTA VIHAR PATIALA PUNJAB | FAZILKA | PUNJAB | 152020 | ₹2.0 Cr | 3 | Rejected-AOC L3 bidder |
| 4 | 4₹2.1 CrRejected-AOC MANSA | PATIALA | PUNJAB | 140401 | ₹2.1 Cr | 4 | Rejected-AOC L4 bidder |
| 5 | 5₹2.2 CrRejected-AOC | ₹2.2 Cr | 5 | Rejected-AOC L5 bidder |
| Sl No | Description | Qty | Unit | NARESH KUMAR DUGGAL L6 | SITA RAM CONTRACTOR L2 | BRIJ LAL GOVT CONTRACTOR L4 | Bamrah Infrastructure Pvt Ltd L1 | GARG BUILDERS L3 | C.J. BUILDERS L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type | 170.51 | Cum | 3,700 ₹6.3 L | 4,000 ₹6.8 L | 3,060 ₹5.2 L | 4,013.13 ₹6.8 L | 4,000 ₹6.8 L | 3,000 ₹5.1 L |
| 2.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 273.9 | Sq.Mtr | 125 ₹34,237.50 | 200 ₹54,780 | 221 ₹60,531.90 | 110 ₹30,129 | 200 ₹54,780 | 200 ₹54,780 |
| 3.00 | Supply of D.I. Pipe DI-K7 900mm i/d pipe | 913 | Metre | 21,350 ₹1.9 Cr | 17,500 ₹1.6 Cr | 18,580 ₹1.7 Cr | 16,000 ₹1.5 Cr | 17,747 ₹1.6 Cr | 19,900 ₹1.8 Cr |
| 4.00 | Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring.
D.I. Pipe as per IS 8329 DI-K7 900mm i/d pipe lines laid complete | 913 | Metre | 200 ₹1.8 L | 500 ₹4.6 L | 339 ₹3.1 L | 893.13 ₹8.2 L | 339 ₹3.1 L | 350 ₹3.2 L |
| 5.00 | Providing,Laying , fixing & jointing of ISI Marked UPVC Pipes as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications.
i) UPVC pipe of 450 mm i/d of 2.5 kg/sq cm pressure | 343 | Metre | 2,100 ₹7.2 L | 1,500 ₹5.1 L | 2,559 ₹8.8 L | 2,559.75 ₹8.8 L | 2,550 ₹8.7 L | 2,800 ₹9.6 L |
| 6.00 | Providing,Laying , fixing & jointing of ISI Marked UPVC Pipes as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications.
i) UPVC pipe of 400 mm i/d of 2.5 kg/sq cm pressure | 570 | Metre | 1,400 ₹8.0 L | 1,500 ₹8.6 L | 1,479 ₹8.4 L | 1,997.13 ₹11.4 L | 1,470 ₹8.4 L | 2,100 ₹12.0 L |
| 7.00 | Reinforced cement concrete M-15 grade boundary pillar of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications | 3 | Each | 3,500 ₹10,500 | 1,300 ₹3,900 | 2,991 ₹8,973 | 2,313 ₹6,939 | 3,730 ₹11,190 | 5,500 ₹16,500 |
| 8.00 | 200 meter Stone
Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications | 19 | Each | 600 ₹11,400 | 1,000 ₹19,000 | 526 ₹9,994 | 448.67 ₹8,524.73 | 650 ₹12,350 | 1,000 ₹19,000 |
| 9.00 | Supply & fixing of UPVC Unequal-Tee 6Kg/ sq cmconforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 450x410x180 mm | 1 | Each | 47,185 ₹47,185 | 5,000 ₹5,000 | 61,360 ₹61,360 | 18,000 ₹18,000 | 46,000 ₹46,000 | 20,000 ₹20,000 |
| 10.00 | Supply & fixing of UPVC 90 degree bend 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 450 mm | 7 | Each | 16,007 ₹1.1 L | 5,000 ₹35,000 | 42,685 ₹3.0 L | 18,000 ₹1.3 L | 32,150 ₹2.3 L | 13,000 ₹91,000 |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Executive Engineer, BML Division, Patiala
XEN, BML Division, Jail Road, Patiala
Laying of Riser Main pipe RD 600 to 1504 along with distribution pipeline for Samrala Major Lift Scheme
2026_WR_158972_1
60/25-26
Open Tender
Civil Works - Canal
90 days
Rupnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹4.5 L
2 Mar 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
19 Feb 2026
30 Jan 2026
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Supply of D.I. Pipe DI-K7 900mm i/d pipe
Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I. Pipe as per IS 8329 DI-K7 900mm i/d pipe lines laid complete
Providing,Laying , fixing & jointing of ISI Marked UPVC Pipes as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. i) UPVC pipe of 450 mm i/d of 2.5 kg/sq cm pressure
Providing,Laying , fixing & jointing of ISI Marked UPVC Pipes as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. i) UPVC pipe of 400 mm i/d of 2.5 kg/sq cm pressure
Reinforced cement concrete M-15 grade boundary pillar of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
200 meter Stone Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26- 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications
Supply & fixing of UPVC Unequal-Tee 6Kg/ sq cmconforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 450x410x180 mm
Supply & fixing of UPVC 90 degree bend 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 450 mm
Supply & fixing of UPVC 90 degree bend 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 400 mm
Supply & fixing of UPVC 45 degree bend 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 450 mm
Supply & fixing of UPVC 45 degree bend 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 400 mm
Supply & fixing of UPVC Reducer 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 450mm to 400 mm
Supply & fixing of UPVC Reducer 6kg/sq cm conforming to IS- codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge 400mm to 110 mm
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. Mechanical Means depth upto 3 Mtr
Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work.
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