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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 CrAccepted-AOC | ₹13.9 Cr | L1 | Accepted-AOC RATES ARE REASONABLE |
| 2 | L2₹14.4 CrRejected-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹14.4 Cr | L2 | Rejected-Finance RATES ARE HIGHER THAN L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY NOT VIABLE |
Tender Value
₹14.5 Cr
EMD Value
₹10.5 L
Closing Date
11 Jun 2022, 10:00 amClosed
Chief Engineer
HQ CE (P) Yojak C/O 56 APO
PROVIDING LAYING AND COMPACTION OF SURFACING WORKS COMPRISING OF WMM IN TWO OR MORE LAYERS OF 75 MM COMPACTED THICKNESS EACH PRIME COAT TACK COAT DBM 50 MM BC 40 MM AND ROAD MARKING BETWEEN KM 216 TO KM 229 ON NIMMU PADAM DARCHA ROAD UNDER 126 RCC
2022_BRO_525312_1
CE (P) YJK/02/2022-23
Open Tender
Civil Works
240 days
Betn Km 216-229 on Nimmu Padam Darcha road Ladakh
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹10.5 L
Yes
27 May 2022
25 Aug 2022
20 May 2022
13 Jun 2022
21 May 2022
11 Jun 2022
28 May 2022
21 May 2022 - 28 May 2022
27 May 2022
Amount
SURFACING WORKS
Providing, Laying. compaction of Wet Mix Macadam of 75 mm Compacted thickness conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Application of Prime Coat by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Providing laying & compaction of DBM 50 mm Compacted thickness conforming to clause 505 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in- Charge.
Providing, laying & compaction of Bituminous Concrete 40 mm compacted thickness on bituminous carpet layer conforming to clause 507 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Earth work in embankment filling for earthen shoulders with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted mechanical/manual means conforming to clause 408 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Marking of Centre and Edge Line with Thermo Plastic Paint and Glass Beads with Road marking Machine confirming to clause 803 of MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
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