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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹30.9 LAccepted-AOC KUKIMUN VILLAGE CHURACHANDPUR MANIPUR 795124 | BISHNUPUR | MANIPUR | 795124 | ₹30.9 L Quoted ₹31.5 L | L-1 | Accepted-AOC 1st Lowest |
| 2 | L-2₹32.4 L+₹90,719 (2.88%)Rejected-Finance MAJURON VILLAGE CHURACHANDPUR MANIPUR 795124 | BISHNUPUR | MANIPUR | 795124 | ₹32.4 L+₹90,719 (2.88%) | L-2 | Rejected-Finance 2nd Lowest |
| 3 | L-3₹33.2 L+₹1.7 L (5.53%)Rejected-Finance | ₹33.2 L+₹1.7 L (5.53%) | L-3 | Rejected-Finance 3rd Lowest |
| Sl No | Description | Qty | Unit | M/s KAMEI KAKUGAI L3 | M/S KAMEI THAIMEI RONGMEI NAGA L2 | M/S SONGKHOLAL HAOKIP L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 263.48 | Cum | 212 ₹55,857.76 | 207 ₹54,540.36 | 201 ₹52,959.48 Lowest |
| 2.00 | 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). | 25.44 | Cum | 12,766 ₹3,24,767.04 | 12,446 ₹3,16,626.24 | 12,097 ₹3,07,747.68 Lowest |
| 3.00 | 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). | 232.5 | Cum | 9,890 ₹22,99,425 | 9,642 ₹22,41,765 | 9,372 ₹21,78,990 Lowest |
| 4.00 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia. (7153). | 150 | Rm | 198 ₹29,700 | 193 ₹28,950 | 188 ₹28,200 Lowest |
| 5.00 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 547.78 | Kg | 107 ₹58,612.46 | 104 ₹56,969.12 | 101 ₹55,325.78 Lowest |
| 6.00 | Add EPF @ 0.65% | 1 | - | 17,994.35 ₹17,994.35 | 17,542.53 ₹17,542.53 | 17,050.95 ₹17,050.95 Lowest |
| 7.00 | Add CESS @ 1% | 1 | - | 27,863.57 ₹27,863.57 | 27,163.93 ₹27,163.93 | 26,402.74 ₹26,402.74 Lowest |
| 8.00 | Add GST @ 18.00% | 1 | - | 5,06,559.63 ₹5,06,559.63 | 4,93,840.29 ₹4,93,840.29 | 4,80,001.79 ₹4,80,001.79 Lowest |
Tender Value
₹30.3 L
EMD Value
₹61,000
Closing Date
7 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 Jeevan Nagar Nallah inside colony adjacent of switchyard at Leimatak, Loktak Power Station.
2026_NHPC_913205_1
NH-LPS-CDIV/52/2026-LTPC/1111
Open Tender
Civil Works
Works
90 days
NHPC Ltd., Loktak Project
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
NHPC Ltd.
₹61,000
Yes
31 Aug 2026
16 Jun 2026
11 Jul 2026
16 Jun 2026
7 Jul 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 263.48 | Cum | - | - |
| 2 | 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). | 25.44 | Cum | - | - |
| 3 | 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). | 232.5 | Cum | - | - |
| 4 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia. (7153). | 150 | Rm | - | - |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 547.78 | Kg | - | - |
| 6 | Add EPF @ 0.65% | 1 | - | - | - |
| 7 | Add CESS @ 1% | 1 | - | - | - |
| 8 | Add GST @ 18.00% | 1 | - | - | - |
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