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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC | ₹6.1 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹6.8 Cr+₹65.5 L (10.7%)Rejected-Finance | ₹6.8 Cr+₹65.5 L (10.7%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹7.1 Cr+₹1.0 Cr (16.6%)Rejected-Finance | ₹7.1 Cr+₹1.0 Cr (16.6%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹8.1 Cr+₹2.0 Cr (32.5%)Rejected-Finance BAROO KARGIL LADAKH UT PIN 194105 | KARGIL | KARGIL | LADAKH UT | 194105 | ₹8.1 Cr+₹2.0 Cr (32.5%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹8.2 Cr+₹2.1 Cr (34.2%)Rejected-Finance | ₹8.2 Cr+₹2.1 Cr (34.2%) | L5 | Rejected-Finance Being L5 |
Tender Value
₹7.4 Cr
EMD Value
₹7.0 L
Closing Date
8 Jun 2020, 1:00 pmClosed
Chief Engineer Project Vijayak
HQ CE (P) Vijayak C/O 56 APO PIN-931721
REHABILITATION WORK (BM 50 MM, TACK COAT, BC 40 MM, ROAD MARKING AND BERM FILLING BETWEEN KM 269.950TO KM 270.350,KM 273.100 TO KM 274.500, KM 278.000 TO KM 281.000, K 281.860 TO KM 282.050, KM 287.840 TO KM 290.00,KM 308.000 TO KM 311.000 AND KM 3
2020_BRO_548420_1
CE (P) VIJAYAK/53/2019-20
Open Tender
Civil Works
Works
180 days
81 RCC
As per tender document
16 documents required · 16 mandatory
₹0
₹7.0 L
Yes
HQ CE (P) Viayak (Kargil)
31 Jul 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 269.950 to Km 324.500 on Leh-Chalunka 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 bitumen of grade VG-10, thorough cleaning of road surface as approved by Engineer.
Marking of Edge Line with Thermo Plastic Paint and Glass Beads with Road marking Machine confirming to clause 803 of MORT&H specifications (Fifth Revision).
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)
M/S TASHI ANGCHUK
TARU ENTERPRISES
haidary constRUCTIONS PRIVATE LIMITED
M/S T L CONSTRUCTION CO
m/s mohd sadiq
m/s nasir hussain
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