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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 CrAccepted-AOC | ₹12.0 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹15.5 CrRejected-AOC | ₹15.5 Cr | L2 | Rejected-AOC Not being lowest bidder |
| 3 | Rejected-Technical 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | - | - | Rejected-Technical Firm does not meet required technical criteria. Hence, non-responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Firm does not meet all technical criteria. Hence, non-responsive |
Tender Value
₹4.5 Cr
EMD Value
₹5.4 L
Closing Date
8 Jan 2024, 12:00 pmClosed
Chief Engineer, Project Vijayak
HQ CE (P) Vijayak, C/o 56 APO, Kargil, Ladakh
EXECUTION OF BALANCE CONSTRUCTION OF 90 MTR SPAN MAJOR PMT BRIDGE (HARKA BAHADUR BRIDGE) WITH STEEL SUPER STRUCTURE OVER SINGO RIVER AT Km 199.750 ON ROAD ZOZILA-KARGIL-LEH IN 55 RCC (GREF)/762 BRTF UNDER PROJECT VIJAYAK IN THEUT OF LADAKH (2nd Cal
2023_BRO_633296_1
CE (P) Vijayak/21/2023-24 (2nd Call)
Open Tender
Construction Works
548 days
Km 199.750 ON ROAD ZOJILA-KARGIL-LEH
As per tender
9 documents required · 9 mandatory
₹0
₹5.4 L
Yes
HQ CE (P) Vijayak, C/o 56 APO
11 Jun 2024
18 Dec 2023
9 Jan 2024
19 Dec 2023
8 Jan 2024
22 Dec 2023
20 Dec 2023 - 22 Dec 2023
22 Dec 2023
Amount
EXECUTION OF BALANCE CONSTRUCTION OF 90 MTR SPAN MAJOR PMT BRIDGE (HARKA BAHADUR BRIDGE) WITH STEEL SUPER STRUCTURE OVER SINGO RIVER AT km 199.750 ON ROAD ZOZILA–KARGIL-LEH
Balance work for Construction of 90 m span major pmt bridge (HarkaBahadur) with Steel Superstructure (Deck Type), over Singo river at Km 199.75 on road Zojila-Kargil-LehinLeh-Ladakh (UT) under Project Vijayak as per NIT drawing and based on Hydraulic data, ground data, Special Condition, Particular Specification of the Tender Document including Plate load test of superstructure as specified, all preparatory works, POT & POT cum PTFE bearings, steel superstructure (through type) 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, 1.5m wide Footpath both sides, temporary river training works & diversion and all other items of works required and necessary for the complete construction of the bridge including curing but excluding works on approaches and approach slab all as per Particular Specifications Details of work completed on ground and work balance on ground as per Schedule "A" of Tender & Perticular Specifications
Messrs Tama Fabrication Works
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