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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 CrAccepted-AOC | ₹4.5 Cr | 1 | Accepted-AOC Being the lowest bidder |
| 2 | 2₹4.5 Cr+₹1.7 L (0.37%)Rejected-Finance | ₹4.5 Cr+₹1.7 L (0.37%) | 2 | Rejected-Finance Not being lowest |
| 3 | 3₹4.8 Cr+₹29.7 L (6.63%)Rejected-Finance | ₹4.8 Cr+₹29.7 L (6.63%) | 3 | Rejected-Finance Not being lowest |
| 4 | 4₹5.0 Cr+₹48.3 L (10.8%)Rejected-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹5.0 Cr+₹48.3 L (10.8%) | 4 | Rejected-Finance Not being lowest |
Tender Value
Refer Docs
Closing Date
4 Oct 2021, 12:00 pmClosed
Chief Engineer Project Vijayak Care of 56 APO
HQ Chief Engineer Project Vijayak Care of 56 APO PIN 931721
DESIGN AND CONSTR OF 60 M SINGLE SPAN MAJOR PMT BRIDGE HINACHI BR WITH STEEL SUPERSTRUCTURE THROUGH TYPE OVER DEPARMENTALLY CONSTRUCTED ABUTMENT AT KM 12.580 ON SASOMA WARSHI SNOUT RD UNDER 54 RCC 16 BRTF OF PROJECT VIJAYAK IN LADAKH UT SECOND CALL
2021_BRO_474596_1
CE (P) VJK/09/2021-22
Open Tender
Construction Works
Item Rate
548 days
54 RCC
AS PER TENDER DOCUMENT
9 documents required · 9 mandatory
₹0
Exempted
HQ CE Project Vijayak Care of 56 APO PIN 931721
9 Dec 2021
13 Sept 2021
5 Oct 2021
14 Sept 2021
4 Oct 2021
20 Sept 2021
15 Sept 2021 - 17 Sept 2021
18 Sept 2021
Amount
Design and construction of 60 m span major pmt bridge (Hinachi Bridge) with Steel Superstructure (Through Type) at Km 12.580 on Sasoma-Warshi-Snout Road under 54 RCC/16 BRTF/Project Vijayak
Design and construction of 60 m span major pmt bridge (Hinachi Bridge) with Steel Superstructure (Through Type) including Abutment Cap and dirt wall over departmentally constructed Abutments at Km 12.580 on Sasoma-Warshi-Snout Road under 54 RCC/16 BRTF/Project Vijayak in Leh Ladakh (UT) as per NIT drawing and based on Hydraulic data, ground data, Special Condition, Particular Specification of the Tender Document including load testing 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.
M/S vp sharma
M/S P & R Infraprojects Limited
GARG & GARG CO
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