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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| 3 | Rejected-Technical | Rejected-Technical Technically Dis-Qualified |
| 4 | Rejected-Technical | Rejected-Technical Technically disqualified |
| 5 | Not Admitted-Fee/PreQual/Technical 23 1 MANDIR LINE MW SINGTAM NAGAR PANCHAYAT SINGTAM EAST SIKKIM 737134 | EAST DISTRICT | SIKKIM | 737134 | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
26 Nov 2025, 3:00 pmClosed
GSM
Teesta Low Dam-III, Rambi Dist Darjeeling
Left bank protection and drainage work for hill slope, toe protection to bridge abutments and water retention wall to restrict water thrust to toe of wall of road at left bank of TLD-III PS
2025_NHPC_884296_1
NH/TLD-III PS/Cont./F-1224/164
Open Tender
Civil Works
Works
180 days
Teesta Low Dam-III, Rambi Dist Darjeeling
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,770
Yes
NHPC LIMITED
₹5.9 L
10 Feb 2026
5 Nov 2025
3 Dec 2025
5 Nov 2025
26 Nov 2025
5 Nov 2025
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor), (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
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.
Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means, upto 3 m depth, (i) With pumping out water including shoring as required.
Note: 1. All applicable taxes & duties including GST, other levies and charges etc. on above item have been mentioned in this schedule. The reimbursement of total taxes & duties shall be restricted to the total amount in 8 of this schedule subject to Clause No.2.4 of Terms & Conditions of Contract (T&C). 2. It is hereby confirmed that, except as otherwise stipulated in the Tender Specification and the statutory variations permitted as per the Contract, the above unit rates and other charges as mentioned in this Schedule, will remain firm till the subject supplies are complied. Further, it is confirmed that no other charges would be payable by NHPC, in connection with our execution of the resultant Purchase Order. 3. The “Contract price” shall mean the total Price mentioned in Col.11.
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