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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.1 CrAdmitted-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹5.1 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | parihar construction L1 | GARG & GARG CO L2 |
|---|---|---|---|---|---|
| 1.00RESURFACING WORKS BET KM 2.00 – KM 133.00 ON BAIJNATH-MUNSIYARI (47 BRTF) | |||||
| 1.01 | 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 of MoSRT&H specifications. | 6,232.8 | 10 Sqm | 150 ₹9.3 L | 300 ₹18.7 L |
| 1.02 | Providing and laying bituminous concerte of 30 mm average thickness (consolidated) with 20/30 TPH HMP producing an average output of 25 tonnes per hour using crushed aggregates (13mm nominal size) of grading as per table 500-16 of MoRT&H specifications, premixed with VG-10 paving grade bituminous binder @ 5.5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smoothwheeled vibratory and tandom rollers to achieve the desired compaction as per clause No. 509 of MoRT&H specification complete in all respects. (Warm mix additive of approved quality shall be mixed @ of 0.5% by weight of VG-10 grade bitumen) | 6,232.8 | 10 Sqm | 5,500 ₹3.4 Cr | 6,700 ₹4.2 Cr |
| 1.03 | 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 of MoSRT&H specifications.(For correction Work) | 1,051.9 | 10 Sqm | 150 ₹1.6 L | 300 ₹3.2 L |
| 1.04 | Providing and laying bituminous concerte of 30 mm average thickness (consolidated) with 20/30 TPH HMP producing an average output of 25 tonnes per hour using crushed aggregates (13mm nominal size) of grading as per table 500-16 of MoRT&H specifications, premixed with VG-10 paving grade bituminous binder @ 5.5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smoothwheeled vibratory and tandom rollers to achieve the desired compaction as per clause No. 509 of MoRT&H specification complete in all respects. (Warm mix additive of approved quality shall be mixed @ of 0.5% by weight of VG-10 grade bitumen)(For correction work) | 1,051.9 | 10 Sqm | 5,500 ₹57.9 L | 6,700 ₹70.5 L |
Updated dates
Tender Value
₹4.5 Cr
EMD Value
₹5.2 L
Closing Date
18 Mar 2026, 6:00 pmClosed
Chief Engineer Project Hirak
HQ CE P Hirak Near Govt ITI, Railway station Road Tanakpur Distt Champawat, Uttarakhand
PROV, LAYING OF 30 MM THK BC ON RD SEC BTWN KM 2.00-KM 133.00 ON RD BAIJNATH-MUNSIYARI AND APPLYING TACK COAT WITH BITUMEN EMULSION ON SURFACE AND CORRECTION WK WITH LAYING OF 30 MM THK BC AND TACK COAT WITH BITUMEN EMULSION,RESURF WKS FOR YEAR 26-27
2026_BRO_753885_1
80666
Open Tender
Civil Works - Roads
180 days
Baijnath-Munsiyari Road in Uttarakhand
As per tender document
5 documents required · 5 mandatory
₹0
₹5.2 L
Yes
HQ CE P HIRAK
28 Mar 2026
23 Feb 2026
20 Mar 2026
24 Feb 2026
18 Mar 2026
9 Mar 2026
24 Feb 2026 - 7 Mar 2026
5 Mar 2026
RESURFACING WORKS BET KM 2.00 – KM 133.00 ON BAIJNATH-MUNSIYARI (47 BRTF)
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 of MoSRT&H specifications.
Providing and laying bituminous concerte of 30 mm average thickness (consolidated) with 20/30 TPH HMP producing an average output of 25 tonnes per hour using crushed aggregates (13mm nominal size) of grading as per table 500-16 of MoRT&H specifications, premixed with VG-10 paving grade bituminous binder @ 5.5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smoothwheeled vibratory and tandom rollers to achieve the desired compaction as per clause No. 509 of MoRT&H specification complete in all respects. (Warm mix additive of approved quality shall be mixed @ of 0.5% by weight of VG-10 grade bitumen)
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 of MoSRT&H specifications.(For correction Work)
Providing and laying bituminous concerte of 30 mm average thickness (consolidated) with 20/30 TPH HMP producing an average output of 25 tonnes per hour using crushed aggregates (13mm nominal size) of grading as per table 500-16 of MoRT&H specifications, premixed with VG-10 paving grade bituminous binder @ 5.5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smoothwheeled vibratory and tandom rollers to achieve the desired compaction as per clause No. 509 of MoRT&H specification complete in all respects. (Warm mix additive of approved quality shall be mixed @ of 0.5% by weight of VG-10 grade bitumen)(For correction work)
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