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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹40.4 LAccepted-AOC THENJANG VILLAGE CHURACHANDPUR MANIPUR 795124 | BISHNUPUR | MANIPUR | 795124 | ₹40.4 L Quoted ₹41.0 L | L-1 | Accepted-AOC L-1 Bidder |
| 2 | L-2₹41.6 L+₹57,923 (1.41%)Rejected-Finance LOWER KOM KEIRAP PO PS LOKTAK PROJECT CHURACHANDPUR MANIPUR 795124 | CHURACHANDPUR | CHURACHANDPUR | MANIPUR | 795124 | ₹41.6 L+₹57,923 (1.41%) | L-2 | Rejected-Finance 2nd Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical techno-commercially not qualified |
| Sl No | Description | Qty | Unit | M/s SERTO ASON KOM L2 | M/S P. MATHEW L1 |
|---|---|---|---|---|---|
| 1.00 | Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 meters) 20.A Mechanical means. | 4,560 | Cum | 70 ₹3,19,200 | 69 ₹3,14,640 Lowest |
| 2.00 | Excavation for Structures (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, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)(i) ordinary soil -B Mechanical means. | 335.72 | Cum | 203 ₹68,151.16 | 200 ₹67,144 Lowest |
| 3.00 | Providing and laying in Position cement concrete of Specified grade excluding the cost of centering & shuttering - All work upto plinth level: 1:2:4(1cement : 2 coarse sand:4 graded stone: aggregate 20mm nominal size). | 53.62 | Cum | 12,199 ₹6,54,110.38 | 12,025 ₹6,44,780.5 Lowest |
| 4.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) at plinth level with) 7.1.1. Cement mortar 1:6(1 cement: 6 coarse sand). | 208.27 | Cum | 9,448 ₹19,67,734.96 | 9,313 ₹19,39,618.51 Lowest |
| 5.00 | 12mm cement plaster 1:4 (1 cement: 4 fine sand). | 819 | Sqm | 346 ₹2,83,374 | 342 ₹2,80,098 Lowest |
| 6.00 | Neat cement punning. | 819 | Sqm | 76 ₹62,244 | 75 ₹61,425 Lowest |
| 7.00 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level )5.1.2) 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 1.95 | Cum | 12,681 ₹24,727.95 | 12,500 ₹24,375 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. | 19.9 | Sqm | 746 ₹14,845.4 | 735 ₹14,626.5 Lowest |
| 9.00 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level) 5.20.2 Thermo-Mechanically Treated bars. | 153.78 | Kg | 112 ₹17,223.36 | 110 ₹16,915.8 Lowest |
| 10.00 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia. (7153). | 300 | Rm | 189 ₹56,700 | 188 ₹56,400 Lowest |
Tender Value
₹39.6 L
EMD Value
₹79,000
Closing Date
14 Jul 2026, 5:00 pmClosed
GSM (E and C), Contracts Division
Office of the GSM (E and C), Contracts Division, NHPC Limited, Loktak Power Station, PO-Loktak, Komkeirap, Distt-Churachandpur, Manipur-795124
Repairing of drain at Loktak-Leimatak road from Jeevan Nagar to Leimatak, Loktak Power Station RD-18.00 Km to 24.60 Km.
2026_NHPC_913236_1
NH-LPS-HOP012/13/2026-CD I and III/1112
Open Tender
Civil Works
Works
90 days
NHPC Ltd., Loktak Project
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
NHPC Ltd.
₹79,000
Yes
16 Sept 2026
16 Jun 2026
18 Jul 2026
16 Jun 2026
14 Jul 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface Drains in Soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment at site within a lead of 1000 meters) 20.A Mechanical means. | 4,560 | Cum | - | - |
| 2 | Excavation for Structures (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, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.)(i) ordinary soil -B Mechanical means. | 335.72 | Cum | - | - |
| 3 | Providing and laying in Position cement concrete of Specified grade excluding the cost of centering & shuttering - All work upto plinth level: 1:2:4(1cement : 2 coarse sand:4 graded stone: aggregate 20mm nominal size). | 53.62 | Cum | - | - |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) at plinth level with) 7.1.1. Cement mortar 1:6(1 cement: 6 coarse sand). | 208.27 | Cum | - | - |
| 5 | 12mm cement plaster 1:4 (1 cement: 4 fine sand). | 819 | Sqm | - | - |
| 6 | Neat cement punning. | 819 | Sqm | - | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level )5.1.2) 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 1.95 | Cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. | 19.9 | Sqm | - | - |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level) 5.20.2 Thermo-Mechanically Treated bars. | 153.78 | Kg | - | - |
| 10 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia. (7153). | 300 | Rm | - | - |
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