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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.5 LAccepted-AOC | L1 | Accepted-AOC Found technocommercially suitable | |
| 2 | L2₹28.6 L+₹8,253.45 (0.29%)Rejected-AOC | L2 | Rejected-AOC Found technocommercially not suitable | |
| 3 | L3₹28.6 L+₹12,070.95 (0.42%)Rejected-AOC | L3 | Rejected-AOC Found technocommercially not suitable | |
| 4 | L4₹30.4 L+₹1.8 L (6.47%)Rejected-AOC | L4 | Rejected-AOC Found technocommercially not suitable |
Tender Value
₹28.5 L
Closing Date
3 Jan 2022, 3:00 pmClosed
GM (PCS)
O/O GM (PCS),Dhauliganga Power Stn.,Tapovan
Restoration of boundary wall and protection work of Power House road at Elagad
2021_NHPC_665193_1
NH/DG/Contract/881/2021-22/280 Dated24/12/2021
Limited
Civil Works
Item Rate
45 days
Dhauliganga Power station, Dharchula Pithoragarh
As per tender document
8 documents required · 8 mandatory
₹0
Exempted
11 Feb 2022
25 Dec 2021
6 Jan 2022
25 Dec 2021
3 Jan 2022
25 Dec 2021
Excavation for Structures Earthwork in excavation for structures as per rawing 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
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
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
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
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) : P.C.C. grade M 20, Nominal mix (1:2:4)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) : R.C.C grade M 20
Providing and fixing 110 mm PVC pipes for weep holes.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm
Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting,hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6 :Steel section.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
M/S MAHESHWAR SINGH KARKI CONT.
Gajendra Singh Dhami
Umed Singh
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