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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 CrAdmitted-Finance | ₹17.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹19.7 CrAdmitted-Finance | ₹19.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹22.9 CrAdmitted-Finance 366 GIANI ZAIL SINGH NAGAR ROPAR PB 140001 | ROPAR | ROPAR | PUNJAB | 140001 | ₹22.9 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. B. B. VERMA L1 | GARG & GARG CO L3 | M/s JITENDRA KUMAR AGRAWAL L2 |
|---|---|---|---|---|---|---|
| 1.00SURFACING WORKS BETWEEN KM 0.00 TO KM 18.963 ON ELMAGUNDA-DULER-METAGUDEM ROAD | ||||||
| 1.10 | GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Tables-400-1 and physical requirement for material as per tabel 400-2 of MORT&H specifications for Road and Bridge Works 2013 including supply of material, watering and compaction all complete as specified at particular specification and as directed by Engineer-In-Charge. | 16,272 | 10 Sqm | 4,500 ₹7.3 Cr | 5,000 ₹8.1 Cr | 5,000 ₹8.1 Cr |
| 1.20 | WBM 75 mm consolidated thickness of stone aggregate size 63 mm to 45 mm, grading 1 as per table 400-9 and satisfying the physical requirement as per table 400-8 of MORT&H specifications for Road and Bridge Works 2013 spread rolled, hollow made up to form true surface, blinded and consolidated to gradient and camber required all as specified | 12,456 | 10 Sqm | 2,300 ₹2.9 Cr | 6,000 ₹7.5 Cr | 3,000 ₹3.7 Cr |
| 1.30 | 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 2013 with 4.250% asphalt VG-30/40 penetration grade as per MoRT&H data book and rolled to the required specification as specified at particular specification | 5,560 | 10 Sqm | 6,000 ₹3.3 Cr | 6,000 ₹3.3 Cr | 6,800 ₹3.8 Cr |
| 1.40 | Providing and laying 40 mm thick BC on DBM 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 for Road and Bridge Works 2013 mixed with 5% binder asphalt VG-30/40 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 and as specified at particular specification | 5,560 | 10 Sqm | 5,800 ₹3.2 Cr | 6,000 ₹3.3 Cr | 6,200 ₹3.4 Cr |
| 1.50 | Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying [email protected] per 10sqm, (using BPD with manual labour) all completetd as per clause 502 of MORT&H specifications for Road and Bridge Works 2013 and as specified at particular specification. | 5,560 | 10 Sqm | 540 ₹30.0 L | 650 ₹36.1 L | 600 ₹33.4 L |
| 1.60 | 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 MORT&H specifications for Road and Bridge Works 2013 and as specified at perticular specification. | 5,560 | 10 Sqm | 320 ₹17.8 L | 400 ₹22.2 L | 400 ₹22.2 L |
Tender Value
₹15.4 Cr
EMD Value
₹11.0 L
Closing Date
21 Jan 2026, 6:00 pmClosed
Chief Engineer P Hirak
HQ CE P HIRAK NEAR GOVT ITI TANAKPUR UTTARAKHAND
SURFACING WORKS OF GSB 15 CM THICK, WBM 75 MM THICK, DBM 50 MM THICK AND BC 40 MM THICK WITH TACK COAT AND PRIME COAT AS PER MoRTH SPECIFICATION ON ELMAGUNDA-DULER-METAGUDEM ROAD BETWEEN KM 0.000 TO KM 18.963 TO NHSL SPECIFICATION
2025_BRO_746189_1
80659
Open Tender
Civil Works - Roads
150 days
ELMAGUNDA-DULER-METAGUDEM ROAD IN CHHATTISGARH
As per Tender Document
5 documents required · 5 mandatory
₹0
₹11.0 L
Yes
HQ CE P HIRAK
14 Feb 2026
26 Dec 2025
23 Jan 2026
27 Dec 2025
21 Jan 2026
16 Jan 2026
27 Dec 2025 - 15 Jan 2026
13 Jan 2026
SURFACING WORKS BETWEEN KM 0.00 TO KM 18.963 ON ELMAGUNDA-DULER-METAGUDEM ROAD
GSB 15 cm thick (compacted) with stone aggregate conforming to grading No 1 as per Tables-400-1 and physical requirement for material as per tabel 400-2 of MORT&H specifications for Road and Bridge Works 2013 including supply of material, watering and compaction all complete as specified at particular specification and as directed by Engineer-In-Charge.
WBM 75 mm consolidated thickness of stone aggregate size 63 mm to 45 mm, grading 1 as per table 400-9 and satisfying the physical requirement as per table 400-8 of MORT&H specifications for Road and Bridge Works 2013 spread rolled, hollow made up to form true surface, blinded and consolidated to gradient and camber required all as specified
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 2013 with 4.250% asphalt VG-30/40 penetration grade as per MoRT&H data book and rolled to the required specification as specified at particular specification
Providing and laying 40 mm thick BC on DBM 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 for Road and Bridge Works 2013 mixed with 5% binder asphalt VG-30/40 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 and as specified at particular specification
Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying [email protected] per 10sqm, (using BPD with manual labour) all completetd as per clause 502 of MORT&H specifications for Road and Bridge Works 2013 and as specified at particular specification.
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 MORT&H specifications for Road and Bridge Works 2013 and as specified at perticular specification.
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