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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 CrAdmitted-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹26.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹27.2 CrAdmitted-Finance | ₹27.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹28.6 CrAdmitted-Finance | ₹28.6 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical On Recommendation of TEC |
| Sl No | Description | Qty | Unit | GARG & GARG CO L1 | LSR INFRACON PVT LTD L3 | M/s. B. B. VERMA L2 |
|---|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 0.00 TO KM 17.20 ON ROAD JOLINGKONG -WILSHA BASE | ||||||
| 1.10 | Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 100 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding.(02 Layer) | 15,394 | 10 Sqm | 7,335 ₹11.3 Cr | 8,550 ₹13.2 Cr | 4,500 ₹6.9 Cr |
| 1.20 | Providing and laying 50 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 for road and bridge works with 4.250% asphalt VG-10 penetration grade as per MoSRT&H data book and rolled to the required specification. | 6,872 | 10 Sqm | 9,590 ₹6.6 Cr | 9,481 ₹6.5 Cr | 14,000 ₹9.6 Cr |
| 1.30 | 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 requirementt of table 500-16 of MoRT&H specifications, mixed with 5.4% binder asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix ( for filler) all as specified as per MoRT&H data book. | 6,872 | 10 Sqm | 9,295 ₹6.4 Cr | 9,381 ₹6.4 Cr | 12,500 ₹8.6 Cr |
| 1.40 | Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm. (using BPD with manual labour) | 6,872 | 10 Sqm | 720 ₹49.5 L | 758 ₹52.1 L | 900 ₹61.8 L |
| 1.50 | 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. | 13,745 | 10 Sqm | 215 ₹29.6 L | 240 ₹33.0 L | 400 ₹55.0 L |
| 1.60 | Earth work 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 1.5m high above the base in ordinary soil in hill roads where cut & fill method is adopted. | 9,163 | Cum | 1,195 ₹1.1 Cr | 1,150 ₹1.1 Cr | 250 ₹22.9 L |
| 1.70 | Road marking with thermoplastic paint (2.5 mm thick) conforming to MOST: 803.4 including preperation of surface and application. | 367 | 10 Sqm | 6,550 ₹24.0 L | 6,840 ₹25.1 L | 6,000 ₹22.0 L |
| 1.80 | 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. | 1,454 | Nos | 1,749 ₹25.4 L | 1,500 ₹21.8 L | 2,200 ₹32.0 L |
| 1.90 | 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. | 2,400 | Nos | 550 ₹13.2 L | 630 ₹15.1 L | 675 ₹16.2 L |
Tender Value
₹26.8 Cr
EMD Value
₹16.7 L
Closing Date
16 Dec 2025, 6:00 pmClosed
Executive Engineer
HQ CE Project Hirak Near Govt ITI Collage Tanakpur Champawat Uttarakhand
SURF WKS OF WMM 100 MM,DBM 50 MM,PRIME COAT,TACK COAT,BC 40 MM, EMBANKMENT,RD STUD,RD MARKING WITH THERMOPLASTIC PAINT 2.5 MM, DELINEATORS (600 MM) THROUGH EXCN CONTRACT FOR CONST OF RD JOLINGKONG-WILSHA FRM KM 0.00 TO KM 17.200
2025_BRO_740450_1
80646
Open Tender
Civil Works - Roads
365 days
JOLINGKONG-WILSHA Road
As per tender document
5 documents required · 5 mandatory
₹0
₹16.7 L
Yes
HQ CE PROJECT HIRAK
9 Feb 2026
19 Nov 2025
18 Dec 2025
20 Nov 2025
16 Dec 2025
9 Dec 2025
20 Nov 2025 - 6 Dec 2025
3 Dec 2025
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