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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 CrAdmitted-Finance RALLING ROAD ROPAR PB 140001 | ROPAR | RUPNAGAR | PUNJAB | 140001 | ₹5.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.0 CrAdmitted-Finance | ₹6.0 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Not viable |
| 4 | Rejected-Technical 4 D SHASTRI NAGAR JAMMU J K UT PIN 180004 | JAMMU | JAMMU | J K UT | 180004 | - | - | Rejected-Technical Technically not viable |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not viable |
| Sl No | Description | Qty | Unit | VINITA ENTREPRENEURS L1 | LSR INFRACON PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00RESURFACING WORKS BETWEEN BETWEEN KM 0.000 TO KM 10.000 ON Darcha-Shinkun La ROAD (ALTITUDE - 3301 to 3900 Mtr) | |||||
| 1.01 | Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract | 79,559.5 | Sqm | 22 ₹17.5 L | 50 ₹39.8 L |
| 1.02 | Providing and laying of DBM of 50 mm compacted thickness conforming to clause 505 of MoRT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract. | 6,280 | Sqm | 755 ₹47.4 L | 860 ₹54.0 L |
| 1.03 | Providing and laying of Bituminous Concrete of 30 mm compacted thickness conforming to clause 507 of MoRT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/ OC Contract. | 73,279.5 | Sqm | 621 ₹4.6 Cr | 640 ₹4.7 Cr |
| 1.04 | Providing and marking of Centre / Edge line with thermoplastic paint and glass beads with road marking machine conforming to clause 803 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/ OC Contract. | 2,409.42 | Sqm | 550 ₹13.3 L | 555 ₹13.4 L |
| 1.05 | 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 and OC Contract. | 359 | Cum | 1,000 ₹3.6 L | 800 ₹2.9 L |
| 1.06 | Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 2,499 | Nos | 535 ₹13.4 L | 550 ₹13.7 L |
| 1.07 | Supplying and installation of delineators (600 mm) (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular refelectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and the drawings, all complete as per clause 805 of MoSRT&H specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge. | 832 | Nos | 1,100 ₹9.2 L | 1,200 ₹10.0 L |
Tender Value
₹5.1 Cr
EMD Value
₹5.8 L
Closing Date
18 Mar 2026, 6:00 pmClosed
Chief Engineer Project Yojak
HQ CE Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103
RESURFACING WORKS ON DARCHA- SHINKUNLA ROAD IN BETWEEN KM 0.000 TO KM 10.000 UNDER PROJECT YOJAK IN LADAKH (UT) (2nd Call)
2026_BRO_747546_2
CE (P) YJK/13/2025-26
Open Tender
Civil Works - Roads
240 days
Dett Km 18.00 DS Road
As per tender
8 documents required · 8 mandatory
₹0
₹5.8 L
Yes
6 Apr 2026
28 Feb 2026
19 Mar 2026
28 Feb 2026
18 Mar 2026
9 Mar 2026
2 Mar 2026 - 6 Mar 2026
RESURFACING WORKS BETWEEN BETWEEN KM 0.000 TO KM 10.000 ON Darcha-Shinkun La ROAD (ALTITUDE - 3301 to 3900 Mtr)
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract
Providing and laying of DBM of 50 mm compacted thickness conforming to clause 505 of MoRT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/OC Contract.
Providing and laying of Bituminous Concrete of 30 mm compacted thickness conforming to clause 507 of MoRT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/ OC Contract.
Providing and marking of Centre / Edge line with thermoplastic paint and glass beads with road marking machine conforming to clause 803 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications or as directed by Engineer-In-Charge/ OC Contract.
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 and OC Contract.
Providing and fixing of road stud 100x100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
Supplying and installation of delineators (600 mm) (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular refelectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and the drawings, all complete as per clause 805 of MoSRT&H specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge.
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