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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 CrAccepted-AOC GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹12.6 Cr | L1 | Accepted-AOC RATES ARE REASONABLE AND WORKABLE |
| 2 | L2₹13.6 CrRejected-Finance | ₹13.6 Cr | L2 | Rejected-Finance HIGH RATES IN COMPARISON WITH L1 RATES |
| 3 | Rejected-Technical | - | - | Rejected-Technical Due to technically not viable |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to technically not viable |
Tender Value
₹12.7 Cr
EMD Value
₹9.6 L
Closing Date
29 Mar 2022, 12:00 pmClosed
CHIEF ENGINEER (P) YOJAK
HQ CE (P) YOJAK CARE OF 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 DENSE BITUMINOUS MACADAM 50 MM AND BITUMINOUS CONCRETE 40 MM THICK COMPACTED AND ROAD MARKING WITH THERM
2022_BRO_509531_1
CE (P) YJK/06/2021-22
Open Tender
Civil Works - Roads
240 days
KM 229 TO 239 ON NIMMU PADAM DARCHA ROAD IN LADAKH
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹9.6 L
Yes
HQ CE (P) YOJAK SOLANG VALLEY MANALI
10 Jun 2022
21 Feb 2022
30 Mar 2022
22 Feb 2022
29 Mar 2022
8 Mar 2022
22 Feb 2022 - 8 Mar 2022
4 Mar 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.
TSERING TUNDUP
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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