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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹16.0 LAccepted-AOC | ₹16.0 L | L-1 | Accepted-AOC As per Approval of the Competent Authority |
| 2 | L-2₹16.5 L+₹53,021.70 (3.31%)Rejected-Finance | ₹16.5 L+₹53,021.70 (3.31%) | L-2 | Rejected-Finance As per TEC Report |
| 3 | L-3₹17.4 L+₹1.4 L (8.79%)Rejected-Finance | ₹17.4 L+₹1.4 L (8.79%) | L-3 | Rejected-Finance As per TEC Report |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per approval of CA |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per approval of CA |
Tender Value
₹18.4 L
EMD Value
₹37,000
Closing Date
19 Aug 2019, 6:55 pmClosed
Dy. General Manager (PnC)
Parbati HE Project, Stage-II Parbati Complex, Nagwain Distt. Mandi (H.P) Pin - 175 121 Phone 01905 280105, 280112
Restoration and stabilization of damaged portion (Downstream of Pulga Dam) near NHPC view point building at Barshaini of Parbati H.E Project, Stage-II (Package No. C-536)
2019_NHPC_488316_1
NH/PP-II/PnC/Pkg. No. C-536/2019
Open Tender
Civil Works - Others
Works
180 days
Dam Site, Barshaini of PHEP-II
As per Tender Document
7 documents required · 7 mandatory
₹590
Yes
NHPC Limited
₹37,000
Yes
3 Jan 2020
22 Jul 2019
26 Aug 2019
22 Jul 2019
19 Aug 2019
22 Jul 2019
Amount
Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressings of sides and bottom and backfilling in trenches with excavated suitable material.1. Ordinary soil upto 3m depth.
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802,803,1202&1203 P.C.C grade M10 - 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. PCC grade M20, Nominal mix 1:2:4
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 and IS:4826 in 100mm x 100mm mesh (Woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.
Backfilling behind retaining wall/ breast wall, abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8 (I) Granular material.
Krishan chand
Tahuk construction company private limited
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