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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC | ₹6.6 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹7.9 Cr+₹1.3 Cr (20.2%)Rejected-Finance H NO 04 GURHA BAKSHI NAGAR JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | ₹7.9 Cr+₹1.3 Cr (20.2%) | L2 | Rejected-Finance Being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified as considered not capable of handling more load as HQ DGBR letter No. 24228/DGBR/WLR/QE Jun 19/04/E8 dt 15 Oct 2019. |
Tender Value
₹3.3 Cr
EMD Value
₹4.0 L
Closing Date
8 Nov 2019, 3:00 pmClosed
BRIG AMIT SINGH SOHAL CHIEF ENGINEER (P) VIJAYAK
HQ CE (P) VIJAYAK C/O 56 APO PIN 931721
DESIGN AND CONSTRUCTION OF 90 M SPAN MAJOR PMT TULAMPATTI BRIDGE (THROUGH TYPE) INCLUDING ABUTMENTS CAP OVER DEPARTMENTALLY CONSTRUCTED ABUTMENTS AT KM 61.161 ON ROAD KHALSAR-SASOMA UNDER 54 RCC 16 BRTF PROJECT VIJAYAK IN LEH LADAKH REGION OF J K S
2019_BRO_510961_1
CE (P) VIJAYAK/26/2019-20
Open Tender
Civil Works
Works
547 days
54 RCC C/O 56 APO PIN 930054
As per tender documents
16 documents required · 16 mandatory
₹0
₹4.0 L
HQ CE (P) VIJAYAK C/O 56 APO PIN 931721
26 Mar 2020
15 Oct 2019
9 Nov 2019
16 Oct 2019
8 Nov 2019
22 Oct 2019
17 Oct 2019 - 19 Oct 2019
21 Oct 2019
Amount
Sub Heading 1
Design and construction of 90.00m span major pmt bridge (Tulampatti Bridge) with Steel Superstructure(Through Type) including abutments cap over departmentally constructed Abutments at km 61.161 on Road Khalsar-Sasoma 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, 1.5 m 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.
SGF INFRA PVT LTD
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