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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.8 LAdmitted-Finance BHUCHO | ₹64.8 L | L1 | Admitted-Finance |
| 2 | L2₹67.6 L+₹2.8 L (4.30%)Admitted-Finance HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | ₹67.6 L+₹2.8 L (4.30%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SURESH KUMAR CONTRACTOR L1 | HARDEV SINGH AND CO. L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and fixing of Alfa valve of 200 mm dia complete Including all tax and charges | 37 | No. | 1,090 ₹40,330 Lowest | 1,150 ₹42,550 |
| 2.00 | Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 200mm o/d UPVC pipe of 2.5 Kgf. / sqcm | 2,593 | metre | 66 ₹1,71,138 Lowest | 70 ₹1,81,510 |
| 3.00 | Providing & fixing 200 mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 45 | Each | 1,570 ₹70,650 Lowest | 1,700 ₹76,500 |
| 4.00 | Providing & fixing 200 mm Dia. elbow (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 55 | Each | 1,060 ₹58,300 Lowest | 1,150 ₹63,250 |
| 5.00 | Providing and fixing of Alfa valve of 355 mm dia complete Including all tax and charges | 60 | No. | 3,484 ₹2,09,040 Lowest | 3,550 ₹2,13,000 |
| 6.00 | Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 355 mm o/d UPVC pipe of 2.5 Kgf. / sqcm | 4,149 | metre | 106 ₹4,39,794 Lowest | 111 ₹4,60,539 |
| 7.00 | Providing & fixing 355 mm Dia. elbow (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 88 | Each | 5,707 ₹5,02,216 Lowest | 5,825 ₹5,12,600 |
| 8.00 | Providing & fixing 355 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 20 | Each | 2,403 ₹48,060 Lowest | 2,500 ₹50,000 |
| 9.00 | Providing & fixing 355 mm Tail end point 6kg with M.S./C.I. flange(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 36 | Each | 10,516 ₹3,78,576 Lowest | 11,000 ₹3,96,000 |
| 10.00 | Providing & fixing 200x50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 6 | Each | 1,161 ₹6,966 Lowest | 1,250 ₹7,500 |
Tender Value
₹61.1 L
EMD Value
₹1.2 L
Closing Date
22 Jun 2026, 10:00 amClosed
Executive Engineer Kandi Canal 1 and Ground water
Executive Engineer Kandi Canal 1 and Ground water
STIMATE FOR LAYING OF UNDERGROUND UPVC PIPELINE OF AT RD 37000/R AND 41990/R OF KANDI CANAL STAGE-1,HOSHIARPUR
2026_WR_168913_2
72
Open Tender
Civil Works - Canal
Item Rate
60 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.2 L
Yes
24 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
22 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and fixing of Alfa valve of 200 mm dia complete Including all tax and charges | 37 | No. | - | - |
| 2 | Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 200mm o/d UPVC pipe of 2.5 Kgf. / sqcm | 2,593 | metre | - | - |
| 3 | Providing & fixing 200 mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 45 | Each | - | - |
| 4 | Providing & fixing 200 mm Dia. elbow (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 55 | Each | - | - |
| 5 | Providing and fixing of Alfa valve of 355 mm dia complete Including all tax and charges | 60 | No. | - | - |
| 6 | Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 355 mm o/d UPVC pipe of 2.5 Kgf. / sqcm | 4,149 | metre | - | - |
| 7 | Providing & fixing 355 mm Dia. elbow (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 88 | Each | - | - |
| 8 | Providing & fixing 355 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 20 | Each | - | - |
| 9 | Providing & fixing 355 mm Tail end point 6kg with M.S./C.I. flange(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 36 | Each | - | - |
| 10 | Providing & fixing 200x50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. | 6 | Each | - | - |
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