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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹38.7 LAccepted-AOC NINGTHOUKHONG WARD NO 05 BISHNUPUR MANIPUR 795126 | BISHNUPUR | BISHNUPUR | MANIPUR | 795126 | 1st | Accepted-AOC 1st lowest | |
| 2 | 2nd₹39.3 L+₹39,111 (1.01%)Rejected-Finance THENJANG VILLAGE CHURACHANDPUR MANIPUR 795124 | BISHNUPUR | MANIPUR | 795124 | 2nd | Rejected-Finance 2nd lowest | |
| 3 | 3rd₹39.4 L+₹52,102 (1.34%)Rejected-Finance | 3rd | Rejected-Finance 3rd lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
Tender Value
₹36.3 L
EMD Value
₹73,000
Closing Date
7 May 2020, 5:00 pmClosed
Sr. Manager (E), Contract Department
Office of the Sr. Manager (E), Contract Department, NHPC Ltd., Loktak Power Station, Komkeirap, Manipur-795124
Repairing and Renovation of damaged boundary wall at Jeevan Nagar Nallah and Box culvert near Switchyard Leimatak
2020_NHPC_555665_1
NH-LPS-PH014/9/2020-PH-C/869
Open Tender
Civil Works
Works
60 days
NHPC Ltd., Loktak Power Station
Please refer Tender documents.
6 documents required · 6 mandatory
₹560
Yes
NHPC Ltd.
₹73,000
Yes
13 Jun 2020
17 Apr 2020
11 May 2020
17 Apr 2020
7 May 2020
17 Apr 2020
Amount
Clearance of land slips in all type of soils hill road i/c disposal of excavated soil, rubbish etc. upto a lead of 1km. (1.16) P-68.
Demolition of stone masonry above G.L. upto floor two levels including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. 13.18.1) Rubble masonry in cement mortar. (P-157)
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. b) Hard/Dense Soil. (P-66)
Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering. (2.1.6) 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm normal size). (P-237)
Reinforcement for R.C.C works i/c bending and placing in position complete. b) Tor-steel bar. (3.12.1, P-79)
Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mt and removal of the same for in-situ reinforced concrete and plain concrete work in a) Foundation, footings, bases of columns etc. and mass concrete. (4.1.1 , P-83)
Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mt and removal of the same for in-situ reinforced concrete and plain concrete work in c) Vertical surface such as walls (any thickness), portion and the like i/c attached pilasters, buttresses, plinth and the string courses and the like. (4.1.3, P-83)
Reinforcement cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering, finishing and reinforcement in b) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(P-238)
Reinforcement cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets etc. upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in b) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (P-238)
2nd class (local 1st class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 fine sand). (P-88).
Steel work welded in built up sections, framed work in cutting, hoisting, fixing in position & priming coat of red lead paint. B) In beams and channels, angles, tees with connecting plates or angles cleats as in main & cross beams, hips and jack rafters, purlins connected to common rafter and the like. (P-116)
Providing and laying Apron as per Drawing and technical Specifications 23.11.2) Boulder in Wire Crates.(P-197)
Applying ready mixed priming coat (Red lead primer of approved quality) on steel works. (11.71, P-148).
Painting (one or more coats) with superior ready mixed paint in all shades on new work to give an even shade.(71.78, P-148).
Supplying & fixing galvanised steel barbed wire weighing 9.38kg/100m straining & fixing to any type of standard rails straining bolts i/c securing with & provision & galvanised mild steel wire, staples or steel pins etc as directed (Posts & struts of wood, concrete, steel & straining bolts shall be paid separately).(23.10, P-199).
Add EPF 0.65%
Add CESS 1%
Add GST @ 18% GST
M/S P. MATHEW
M/s RK KESHORJIT SINGH
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