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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | ₹21.2 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹21.7 L+₹48,286.40 (2.28%)Rejected-AOC | ₹21.7 L+₹48,286.40 (2.28%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | L3₹24.5 L+₹3.2 L (15.3%)Rejected-AOC D 9 FIRST FLOOR OLD JASOLA VILLAGE JAMIA NAGAR NEW DELHI SOUTH DELHI 110025 | NEW DELHI | SOUTH DELHI | DELHI | 110025 | ₹24.5 L+₹3.2 L (15.3%) | L3 | Rejected-AOC L3 BIDDER |
| 4 | Rejected-Technical MOHALLA KASAKRA PO SULTANPUR DISTRICT TCH CHAMBA HP 176310 | CHAMBA | CHAMBA | HIMACHAL PRADESH | 176310 | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Not Admitted-Fee/PreQual/Technical 3341 OLD S S B I BUILDING VPO SAINJ TEHSIL SAINJ DISTRICT KULLU HP 175134 | SAINJ | KULLU | HIMACHAL PRADESH | 175134 | - | - | Not Admitted-Fee/PreQual/Technical Others-Offline documents not received |
Tender Value
₹28.4 L
EMD Value
₹57,000
Closing Date
9 Mar 2026, 6:00 pmClosed
Dy General Manager (E), P and C, NHPC CPS 2
NHPC CPS 2, Karian, Chamba
Restoration of a damaged section of the retaining wall located behind the Power House Store of Chamera-II Power Station, Karian (E File- 156112)
2026_NHPC_898595_1
NH/CPS- II/Cont./E File- 156112 /2025-26/18
Open Tender
Civil Works
Works
NHPC CPSII
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
GM NHPC
₹57,000
Yes
16 Jun 2026
15 Feb 2026
13 Mar 2026
15 Feb 2026
9 Mar 2026
15 Feb 2026
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
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. Ordinary rock.
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-incharge.(Size Gabion box/Crates of size 2mx1mx1m = 2 cum)
Stone filling behind retaining walls
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