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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹36.3 L
EMD Value
₹73,000
Closing Date
20 Mar 2023, 3:00 pmClosed
GDGM (PCS)
O/O GDGM (PCS),Dhauliganga Power Stn.,Tapovan
Restoration of damaged catch water drain and ground area from catch water drain to DG building
2023_NHPC_743858_1
NH/DG/Contract/992/2022-23/204 Dated 04/03/2023
Limited
Civil Works
Item Rate
75 days
Dhauliganga Power station, Dharchula Pithoragarh
As per tender document
6 documents required · 6 mandatory
₹0
₹73,000
20 May 2023
4 Mar 2023
25 Mar 2023
4 Mar 2023
20 Mar 2023
4 Mar 2023
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix 1:3:6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix 1:2:4
Plain/ reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204 (For height upto 5m). Nominal mix (1:2:4)
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202
Construction of catch water / intercepting drain in random rubble masonry in 1:5 cement mortar true to the specified lines grades levels and dimensions as per the requirement of the specifications Clause 1606.2-Stone masonry in cement mortor 1:5
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m
M/S MAHESHWAR SINGH KARKI CONT.
Gajendra Singh Dhami
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