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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC | ₹6.7 Cr | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹6.7 Cr+₹1.2 L (0.19%)Rejected-Finance BAROO KARGIL LADAKH UT PIN 194105 | KARGIL | KARGIL | LADAKH UT | 194105 | ₹6.7 Cr+₹1.2 L (0.19%) | L2 | Rejected-Finance Being L2 |
Tender Value
₹6.7 Cr
EMD Value
₹6.6 L
Closing Date
8 Jun 2020, 1:00 pmClosed
Chief Engineer Project Vijayak
HQ CE (P) Vijayak PIN-931721 C/O 56 APO
REHABILITATION WORK (BM 50 MM, PRIME COAT, TACK COAT, BC 40 MM AND EARTHWORK IN EMBANKMENT ON BERMS BETWEEN KM 182.813 TO KM 185.00, KM 200.00 TO K 202.573, KM 224.652 TO KM 229.835 AND KM 260.187 TO KM 268.00 ON Z K L ROAD UNDER 55 RCC 762 BRTF O
2020_BRO_548384_1
CE (P) VIJAYAK/52/2019-20
Open Tender
Civil Works
Works
180 days
55 RCC
As per tender document
16 documents required · 16 mandatory
₹0
₹6.6 L
Yes
HQ CE (P) Vijayak (Kargil)
12 Sept 2020
28 Feb 2020
9 Jun 2020
29 Feb 2020
8 Jun 2020
6 Mar 2020
2 Mar 2020 - 4 Mar 2020
5 Mar 2020
Amount
Rehabilitation works bet Km 182.813 to km 185.00,Km 200.00 to Km 202.573,Km 224.652 to Km 229.835 & Km 260.187 to Km 268.00 onZ-K-L Road
Providing & Laying of Bituminous Concrete 40 mm consolidated thick conforming to Clause 507 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) including cleaning of road surface as specified in Particular Specifications and notes of Sch ‘A’
Providing & Laying of 50 mm thick compacted Bituminous Macadam Layer and precoated stone aggregate physical requirements/grading as per table 500-6 & 7 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) mixed with 3.3 % by weight of total mix as per binder asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification .
Application of Tack Coat by mechanical means conforming to clause 503 of MORT & H specifications for Road and Bridge Works (Fifth Revision) including the cost of cationic bitumen emulsion or bitumen of grade VG10, thorough cleaning of road surface as approved by Engineer.
Earth work in embankment filling with earth free from roots etc spreading in layers not exceeding 30 Cm including watering and finishing to required slopes & level not exceeding 1.50 m high above the base in ordinary soil in hill road where cut and fill method is adopted (Berm filling)
haidary constRUCTIONS PRIVATE LIMITED
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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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