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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAccepted-AOC | L1 | Accepted-AOC L1 rate found reasonable | |
| 2 | L2₹35.5 L+₹61,627.49 (1.77%)Rejected-Finance | L2 | Rejected-Finance not Found technically suitable | |
| 3 | L3₹35.8 L+₹91,017.76 (2.61%)Rejected-Finance | L3 | Rejected-Finance not Found technically suitable |
Tender Value
₹34.6 L
EMD Value
₹69,000
Closing Date
19 Feb 2021, 3:00 pmClosed
DGM
DGM (PCS),Dhauliganga Power Stn.,Tapovan
Restoration of Protection wall along Kali Ganga River down side of MAT Portal at Power House DGPS
2021_NHPC_614202_1
NH/DG/Contract/804/2020-21/474
Limited
Civil Works
Works
30 days
Dhauliganga Power station, Dharchula Pithoragarh 2
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹69,000
Yes
25 Mar 2021
4 Feb 2021
23 Feb 2021
4 Feb 2021
19 Feb 2021
4 Feb 2021
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil Upto 3 m depth
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size),
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
Har Singh Dhami
Gajendra Singh Dhami
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