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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹2.1 Cr+₹3.9 L (1.88%)Rejected-Finance | ₹2.1 Cr+₹3.9 L (1.88%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹2.2 Cr+₹12.0 L (5.77%)Rejected-Finance VILLAGE POST SURANGANI TEHSIL SALOONI DISTT CHAMBA HIMACHAL PRADESH 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | ₹2.2 Cr+₹12.0 L (5.77%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹2.3 Cr+₹19.1 L (9.17%)Rejected-Finance BAIRA SIUL POWER STATION CONTRACT DIVISION SURANGANI DISTT CHAMBA HP 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | ₹2.3 Cr+₹19.1 L (9.17%) | L4 | Rejected-Finance Being L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
19 Feb 2020, 5:00 pmClosed
SM(E) Contract, CPS-II, Karian, Chamba, HP.
O/o SM(E) Contract, CPS-II, Karian, Chamba, HP.
Reservoir Rim Protection of Chamera II Power Station along Chamba-Bharmour National Highway, Chamba (Phase-II) (H.P.) (Pkg. No. D-811)
2020_NHPC_540004_1
NH/CPS-II/Cont./D-811/2019-20
Open Tender
Civil Works - Others
Works
180 days
CPS-II, Karian, HP.
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,770
Yes
NHPC Limited
₹4.3 L
Yes
10 Aug 2020
29 Jan 2020
22 Feb 2020
29 Jan 2020
19 Feb 2020
29 Jan 2020
Cutting in earth work and disposal of excavated earth upto a lead of 20 metres:- Chiselling/wedging out of rock where blasting is prohibited: Soft Rock
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works above plinth level upto floor V level (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30 X 30 X 5 mm, so as to give a fair finish including centring, shuttering strutting and propping etc., with wooden battens and bellies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like
Untensioned rock dowel/anchor/bolt including cost of drilling,dowel,grouting & cement/resin (25 mm. Dia ).
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level: Tor steel.
Supply of 16 mm 4-strand Polypropylene (PP) Rope tarred quoted Gabions (UV stabilized) with 150x150 mm aperture and size 2mx1mx1m with single partition as per the specification.
Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately).
Stone Filling behind retaining walls.
AKASH GROVER AND COMPANY
Sahab Singh Thakur
KAMAL KUMAR
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