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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-AOC NIRAJ HOUSE SUNDER BAUG NEAR DEONAR BUS DEPOT CHEMBUR MUMBAI MAHARASHTRA 440 088 | ₹7.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹18.6 Cr+₹11.2 Cr (151.7%)Rejected-Finance | ₹18.6 Cr+₹11.2 Cr (151.7%) | L2 | Rejected-Finance Not admitted being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Firm was not qualified for opening price since the firm had slow progress in WLR at Sl No. 15 of HQ DGBR letter No. 24228/DGBR/ WLR/QE Sep 2021/26/E8 dated 10 Dec 2021 |
Tender Value
₹3.6 Cr
EMD Value
₹4.4 L
Closing Date
9 Apr 2022, 11:00 amClosed
CE (P) Shivalik
HQ CE (P) Shivalik,IDPL Complex, Virbhadra, Rishikesh-249202
Risk and Cost work for Design and Construction of balance work of 104.50 mtr span Maj Pmt Bridge (Subaigadhera Bridge) with Steel Super Structure over Subaigadhera river at Km 20.05 on Joshimath Malari road in 123 RCC/21 BRTF area under Project Shiva
2022_BRO_512587_1
80263/RC/Subaigadhera Br/E8
Open Tender
Civil Works
Lump-sum
291 days
Joshimath-Malari Road
As per tender documents
12 documents required · 12 mandatory
₹0
₹4.4 L
Yes
30 May 2022
8 Mar 2022
11 Apr 2022
8 Mar 2022
9 Apr 2022
17 Mar 2022
9 Mar 2022 - 16 Mar 2022
Amount
Risk and Cost work for Design and construction of balance work of 104.50 mtr span major pmt bridge Subai Gadhera with steel super structure (Through Type) on open foundation over Subai Gadhera at Km 20.050 on road Joshimath-Malari as per drawings listed at Para 2 Schedule “A” Notes and based on hydraulic data, ground data, Special condition, Particular specification of the tender document including load testing of super structure as specified, all preparatory Design and construction works, POT & POT cum PTFE bearings, seismic arresters, steel superstructure (through type) with RCC Deck Slab including design, launching/erection of staging work if required, Wearing coat having non skid surface, strip seal expansion joints, hand railings, Kerbs, crash barrier, guard posts, drainage arrangement over carriage way and footpath, service arrangement for utilities, painting all exposed steel works and kerbs, 1.5 mtr wide foot path both sides and all other items of work required and necessary for the complete construction of the bridge including curing and also including rectification of defective works(if any), but excluding works on approaches and approach slab.
M/S Agarwal Brothers
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