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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 CrAccepted-AOC | ₹18.3 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹18.4 CrRejected-AOC BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹18.4 Cr | L2 | Rejected-AOC Not being lowest bidder |
| 3 | L3₹20.8 CrRejected-AOC 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹20.8 Cr | L3 | Rejected-AOC Not being lowest bidder |
| 4 | L4₹22.4 CrRejected-AOC | ₹22.4 Cr | L4 | Rejected-AOC Not being lowest bidder |
Tender Value
₹10.4 Cr
EMD Value
₹8.4 L
Closing Date
15 May 2024, 12:00 pmClosed
Chief Engineer, Project Vijayak
HQ CE (P) Vijayak, C/o 56 APO, Pin 931721, Kargil, Ladakh
EXECUTION OF BALANCE D AND D AND CONSTRUCTION OF 130 M MULTI SPAN MJR PMT BRIDGE WITH STEEL SUPSTR AND BALANCE SUB-STR AT KM 173.55 ON LEH-CHALUNKA ROAD UNDER 54 RCC/ 16 BRTF OF PROJECT VIJAYAK IN LADAKH (UT)
2024_BRO_651147_1
CE (P) Vijayak/17/2023-24 (3rd Call)
Open Tender
Construction Works
701 days
AT KM 173.55 ON LEH-CHALUNKA ROAD
As per tender documents
9 documents required · 9 mandatory
₹0
₹8.4 L
Yes
HQ CE (P) Vijayak, C/o 56 APO
24 Sept 2024
25 Apr 2024
16 May 2024
26 Apr 2024
15 May 2024
1 May 2024
27 Apr 2024 - 29 Apr 2024
30 Apr 2024
Amount
EXECUTION OF BALANCE DESIGN & DRAWINGS (INCLUDING PROOF CHECKING FROM IIT) AND CONSTRUCTION OF 130 M MULTI SPAN (90+40) MAJOR PERMANENT BRIDGE (DURGA BR) WITH STEEL SUPERSTRUCTURE (THROUGH TYPE) AND BALANCE SUB-STRUCTURE AT KM 173.55 ON LEH-CHALUNKA ROAD
Execution of Balance Design & drawings (including proof check from IIT) and construction of 130 m multi span (90+40) major pmt bridge with Steel Superstructure(Through Type) on open & well foundations with span arrangement as per cross section of proposed Bridge site based on Hydraulic data, ground data, sub Soil data, Special Conditions, Particular Specifications of the Tender Document including Plate load test for foundations, load testing of superstructure as specified, all preparatory works, excavation of foundation, construction of abutments/pier, POT & POT cum PTFE bearings seismic arresters , abutments/pier cap at appropriate place, steel truss 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 barriers, 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 specified in particular specifications
M/s Purbanchal Suppliers and Contractors
GARG & GARG CO
Messrs Tama Fabrication Works
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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