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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 CrAdmitted-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹35.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹36.3 CrAdmitted-Finance 9 PPCL COLONY UDAY VIHAR HARIDWAR BYPASS DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹36.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹38.1 CrAdmitted-Finance | ₹38.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹44.6 CrAdmitted-Finance | ₹44.6 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical On Recommendation of TEC |
| Sl No | Description | Qty | Unit | M/s. B. B. VERMA L4 | GARG & GARG CO L1 | LSR INFRACON PVT LTD L3 | Bharat Constructions (India) Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 22.68 TO KM 46.58 ON ON NYU SOBLA-SELA-TEDANG ROAD | |||||||
| 1.01 | GSB 100 mm thick (consolidated) with stone aggregate confirming to grading No.6 as per table 400-1 of MORT&H specifications (Fifth Revision) for road and bridge work including supply of material, watering and consolidation, complete in all respect as specified at particular specification. (02 layer) | 12,457 | 10 Sqm | 3,750 ₹4.7 Cr | 3,460 ₹4.3 Cr | 3,420 ₹4.3 Cr | 4,050 ₹5.0 Cr |
| 1.02 | GSB 100 mm thick (compacted) for Hard Shoulder with stone aggregate conforming to grading No 6 as per Tables-400-1 of MORT&H specifications (Fifth Revision) for Road and Bridge Works including supply of material, watering and compaction, complete in all respect as specified at particular specification | 23,284 | 10 Sqm | 3,850 ₹9.0 Cr | 3,460 ₹8.1 Cr | 3,420 ₹8.0 Cr | 4,050 ₹9.4 Cr |
| 1.03 | Providing Crusher - run macadam base (CRM) 100 mm thick, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 407 (53 mm max. size) of MoRT&H specification (Fifth Revision) to form a layer of sub base/ base, complete in all respect as specified at particular specification. (02 layer) | 15,810 | 10 Sqm | 8,200 ₹13.0 Cr | 3,960 ₹6.3 Cr | 5,345 ₹8.5 Cr | 4,520 ₹7.1 Cr |
| 1.04 | Providing and laying 60 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications (Fifth Revision) for road and bridge works, all complete as per clause 505.3.3 of MoRT&H specifications (Fifth Revision). | 8,809 | 10 Sqm | 9,500 ₹8.4 Cr | 8,860 ₹7.8 Cr | 9,700 ₹8.5 Cr | 9,000 ₹7.9 Cr |
| 1.05 | Providing and laying 40 mm thick BC on bituminous concrete layer with precoated stone chips grading confirming to Table:500 -17 and mix satisfying the physical requirement of table 500-16 of MORT&H specifications (Fifth Revision), all complete as per clause 505.3.3 of MoRT&H specifications (Fifth Revision). | 8,809 | 10 Sqm | 9,100 ₹8.0 Cr | 8,076 ₹7.1 Cr | 8,600 ₹7.6 Cr | 7,000 ₹6.2 Cr |
| 1.06 | Road marking with thermoplastic paint (2.5 mm thick) conforming to MoRT&H (Fifth Revision) including preparation of surface and application, all complete as per clause 803 & 804 of MoRT&H specifications (Fifth Revision). | 493 | 10 Sqm | 6,000 ₹29.6 L | 4,950 ₹24.4 L | 4,500 ₹22.2 L | 650 ₹3.2 L |
| 1.07 | Providing and applying Prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm, all complete as per clause 502 and table No. 500-4 of MoRT&H specifications (Fifth Revision). | 8,809 | 10 Sqm | 500 ₹44.0 L | 560 ₹49.3 L | 540 ₹47.6 L | 40 ₹3.5 L |
| 1.08 | Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor @ 2.5 Kg/10 Sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per clause 503 and table No. 500-5 of MoRT&H specifications (Fifth Revision). | 17,618 | 10 Sqm | 200 ₹35.2 L | 220 ₹38.8 L | 181 ₹31.9 L | 30 ₹5.3 L |
| 1.09 | Providing and fixing of Road Stud 100x100 mm, diecast in aluminum, 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 complete as per clause 804 of MoRT&H specifications (Fifth Revision). | 8,222 | Nos | 600 ₹49.3 L | 499 ₹41.0 L | 400 ₹32.9 L | 600 ₹49.3 L |
Updated dates
Tender Value
₹35.1 Cr
EMD Value
₹20.8 L
Closing Date
9 Dec 2025, 6:00 pmClosed
Executive Engineer
HQ CE PROJECT HIRAK near Govt ITI Tanakpur Uttarakhand
Providing And Laying Of GSB 100 mm, Crusher Run Macadam Base (CRM) 100 mm, DBM 60 mm and BC 40 mm Incl Primer Coat, Tack Coat, Rd Marking With Thermoplastic Paint 2.5 mm Thick and Providing Of Rd Stud Of Size 100X100 mm Btw Km 22.68 to Km 46.58 Work
2025_BRO_738797_1
80648
Open Tender
Civil Works - Roads
240 days
Tawaghat Sobla road Uttarakhand
As per tender document
6 documents required · 6 mandatory
₹0
₹20.8 L
Yes
HQ CE PROJECT HIRAK
19 Jan 2026
7 Nov 2025
11 Dec 2025
8 Nov 2025
9 Dec 2025
27 Nov 2025
10 Nov 2025 - 26 Nov 2025
21 Nov 2025
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