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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC C O PRAKRAM SINGH VPO GEHRA TEH AND DISTT CHAMBA HP 176324 | GEHRA | CHAMBA | HIMACHAL PRADESH | 176324 | ₹4.7 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹5.4 L+₹72,645.79 (15.5%)Rejected-AOC MOHALLA HATNALA PO CHAMBA CHAMBA 176310 | CHAMBA | HIMACHAL PRADESH | 176310 | ₹5.4 L+₹72,645.79 (15.5%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON-RESPONSIVE |
Tender Value
₹5.8 L
EMD Value
₹12,000
Closing Date
16 Mar 2026, 6:00 pmClosed
General Manager (E and C), P and C, NHPC CPS 2
NHPC CPSII, Karian Chamba-176310
Repair of damaged portion of retaining wall on Powerhouse Road of Chamera II Power Station.
2026_NHPC_899704_1
NH/CPS- II/Cont./E- 156155/2025-26/22
Open Tender
Civil Works
Works
NHPC CPSII
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
NHPC LTD
₹12,000
Yes
17 Jul 2026
23 Feb 2026
23 Mar 2026
23 Feb 2026
16 Mar 2026
23 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. | 37.94 | cum | 142.95 | ₹5,423.52 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm
nominal size) | 2.77 | cum | 5,916.49 | ₹16,382.76 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide walls | 13 | mtr | 143.39 | ₹1,864.07 |
| 4 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 51.76 | cum | 5,455.74 | ₹2,82,389.1 |
| 5 | Stone filling behind retaining walls : | 13 | cum | 2,747.55 | ₹35,718.15 |
| 6 | 15mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) | 17.28 | Sqm | 202.18 | ₹3,493.67 |
| 7 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. (Size Gabion box/Crates of size 2mx1mx1m = 2 cum) | 72 | cum | 3,276.32 | ₹2,35,895.04 |
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