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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 CrAccepted-AOC BAROO KARGIL LADAKH UT PIN 194105 | KARGIL | KARGIL | LADAKH UT | 194105 | ₹13.0 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹14.8 CrRejected-AOC GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹14.8 Cr | L2 | Rejected-AOC Rejected |
| 3 | L3₹15.0 CrRejected-AOC | ₹15.0 Cr | L3 | Rejected-AOC Rejected |
| 4 | L4₹15.9 CrRejected-AOC | ₹15.9 Cr | L4 | Rejected-AOC Rejected |
| 5 | L5₹15.9 CrRejected-AOC | ₹15.9 Cr | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | NEW JEHLUM CONSTRUCTION CO. L3 | AMAAN ENGINEERS L6 | Adnan Constructions Private Limited L4 | haidary constructions private limited L1 | VALLEY ROAD CONSTRUCTION COMPANY L5 | Taru Enterprises Pvt Ltd L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Surfacing works | |||||||||
| 1.01 | Preparation of sub-grade in HR by excavating upto 20 cm average depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller including disposal of surplus material within a lead of 30m as specified in Particular Specifications or as directed by Engineer-In-Charge. | 50,238.7 | Sqm | 89 ₹44.7 L | 49 ₹24.6 L | 10 ₹5.0 L | 100 ₹50.2 L | 80 ₹40.2 L | 100 ₹50.2 L |
| 1.02 | Preparation of sub-grade in SMB by excavating upto 20 cm average depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller including disposal of surplus material within a lead of 30 m as specified in Particular Specifications or as directed by Engineer-In-Charge. | 38,843.3 | Sqm | 89 ₹34.6 L | 29 ₹11.3 L | 60 ₹23.3 L | 100 ₹38.8 L | 80 ₹31.1 L | 83 ₹32.2 L |
| 1.03 | Earthwork in embankment by filling 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 as specified in Particular Specifications or as directed by Engineer-In-Charge. | 2,070.94 | Cum | 199 ₹4.1 L | 499 ₹10.3 L | 380 ₹7.9 L | 500 ₹10.4 L | 400 ₹8.3 L | 200 ₹4.1 L |
| 1.04 | Providing and laying of GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Table-400-1 of MoRT&H specifications for Road & Bridge works including supply of material, watering and compaction all complete as specified in Particular Specifications and as approved by Engineer-In-Charge. | 44,576.3 | Sqm | 249 ₹1.1 Cr | 39 ₹17.4 L | 290 ₹1.3 Cr | 105 ₹46.8 L | 124 ₹55.3 L | 150 ₹66.9 L |
| 1.05 | Providing and laying a layer of Sand Blanketing to a depth of 25 mm, spraying water, compacting with power roller complete in all respects as specified in Particular Specifications or as directed by Engineer-In-Charge. | 44,505.8 | Sqm | 29 ₹12.9 L | 59 ₹26.3 L | 30 ₹13.4 L | 38 ₹16.9 L | 60 ₹26.7 L | 100 ₹44.5 L |
| 1.06 | Providing, and laying of Wet Mix Macadam of 75mm compacted thickness conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge. | 1,16,529.8 | Sqm | 139 ₹1.6 Cr | 270 ₹3.1 Cr | 110 ₹1.3 Cr | 102 ₹1.2 Cr | 140 ₹1.6 Cr | 139 ₹1.6 Cr |
| 1.07 | Providing, and laying of Wet Mix Macadam of 100 mm compacted thickness conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge. | 44,505.8 | Sqm | 179 ₹79.7 L | 290 ₹1.3 Cr | 150 ₹66.8 L | 137 ₹61.0 L | 190 ₹84.6 L | 160 ₹71.2 L |
| 1.08 | Providing and applying of Prime Coat by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (Fifth Revision) and all as specified in Particular Specifications or as directed by Engineer-In-Charge. | 89,082 | Sqm | 39 ₹34.7 L | 40 ₹35.6 L | 20 ₹17.8 L | 50 ₹44.5 L | 50 ₹44.5 L | 46 ₹41.0 L |
| 1.09 | Providing and applying of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications and all as specified in Particular Specifications or as directed by Engineer-In-Charge. | 1,78,164 | Sqm | 19 ₹33.9 L | 45 ₹80.2 L | 12.98 ₹23.1 L | 30 ₹53.4 L | 35 ₹62.4 L | 29 ₹51.7 L |
Tender Value
₹16.6 Cr
EMD Value
₹11.6 L
Closing Date
21 Oct 2025, 6:00 pmClosed
Chief Engineer, Project Vijayak
HQ CE (P) Vijayak, C/o 56 APO, Pin 931721
EXECUTION OF SURFACING WORKS ON ROAD KHANGRAL SANJAK BETWEEN KM 17.950 TO KM 28.155 UNDER 81 RCC/ 16 BRTF PROJECT VIJAYAK IN THE UNION TERRITORY OF LADAKH
2025_BRO_732106_1
CE(P)/VJK/13/2025-26
Open Tender
Civil Works - Roads
365 days
Km 17.95-28.155 on Khangral Shanjak Rd 81 RCC
As per tender documents
8 documents required · 8 mandatory
₹0
₹11.6 L
Yes
HQ CE (P) Vijayak, C/o 56 APO
19 Mar 2026
22 Sept 2025
27 Oct 2025
22 Sept 2025
21 Oct 2025
11 Oct 2025
23 Sept 2025 - 6 Oct 2025
7 Oct 2025
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