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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAdmitted-Finance | ₹40.4 L | L1 | Admitted-Finance |
| 2 | L2₹42.9 LAdmitted-Finance | ₹42.9 L | L2 | Admitted-Finance |
| 3 | L3₹43.7 LAdmitted-Finance NINGTHOUKHONG WARD NO 05 BISHNUPUR MANIPUR 795126 | BISHNUPUR | BISHNUPUR | MANIPUR | 795126 | ₹43.7 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical techno-commercially non-responsive |
| 5 | Rejected-Technical NINGTHOUKHONG GOPINATH LEIKAI BISHNUPUR MANIPUR 795126 | BISHNUPUR | BISHNUPUR | MANIPUR | 795126 | - | - | Rejected-Technical techno-commercially non-responsive |
| Sl No | Description | Qty | Unit | M/S L JAYANTAKUMAR SINGH L3 | M/s RK KESHORJIT SINGH L2 | M/S TH. RATANKUMAR SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock. | 450 | Cum | 786 ₹3.5 L | 771 ₹3.5 L | 727 ₹3.3 L |
| 2.00 | Carriage of excavated earth up to 1000m. | 450 | Cum | 383 ₹1.7 L | 376 ₹1.7 L | 354 ₹1.6 L |
| 3.00 | Boulder Apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia. GI wire conforming to IS:280 & IS: 4826 in 100mm x 100mm mesh (Weaved diagonally) Including 10% extra for laps and joints laid with stone boulder weighing not less than 40 kg each). | 190 | Cum | 6,361 ₹12.1 L | 6,244 ₹11.9 L | 5,888 ₹11.2 L |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for (5.9.7 Stairs, (excluding landings) except spiral-staircases. | 193.6 | Sqm | 618 ₹1.2 L | 607 ₹1.2 L | 572 ₹1.1 L |
| 5.00 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centering, shuttering and finishing: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 114 | Cum | 14,886 ₹17.0 L | 14,613 ₹16.7 L | 13,780 ₹15.7 L |
| 6.00 | Add EPF @ 3.25% | 1 | - | 1,15,416.89 ₹1.2 L | 1,13,291.98 ₹1.1 L | 1,06,821.95 ₹1.1 L |
| 7.00 | Add CESS @ 1.00% | 1 | - | 36,667.06 ₹36,667.06 | 35,991.99 ₹35,991.99 | 33,936.51 ₹33,936.51 |
| 8.00 | Add GST @ 18.00% | 1 | - | 6,66,607.1 ₹6.7 L | 6,54,334.41 ₹6.5 L | 6,16,965.78 ₹6.2 L |
Tender Value
₹40.1 L
EMD Value
₹80,000
Closing Date
31 Mar 2026, 5:00 pmClosed
SM (E), Contracts Division
Office of the SM (E), Contracts Division, NHPC Limited, Loktak Power Station, PO-Loktak, Komkeirap, Distt-Churachandpur, Manipur-795124
Cleaning and Protection work for Stilling basin area/Plunge Pool area of Downstream of Ithai Barrage, Loktak Power Station.
2026_NHPC_902639_1
NH-LPS-CDIV/10/2026-CIVIL/1099
Open Tender
Civil Works
90 days
NHPC Ltd., Loktak Project
Please refer Tender documents.
6 documents required · 6 mandatory
₹590
NHPC Ltd.
₹80,000
Yes
1 Jun 2026
16 Mar 2026
4 Apr 2026
16 Mar 2026
31 Mar 2026
16 Mar 2026
Excavation work by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock.
Carriage of excavated earth up to 1000m.
Boulder Apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia. GI wire conforming to IS:280 & IS: 4826 in 100mm x 100mm mesh (Weaved diagonally) Including 10% extra for laps and joints laid with stone boulder weighing not less than 40 kg each).
Centering and shuttering including strutting, propping etc. and removal of form for (5.9.7 Stairs, (excluding landings) except spiral-staircases.
Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centering, shuttering and finishing: 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Add EPF @ 3.25%
Add CESS @ 1.00%
Add GST @ 18.00%
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