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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 CrAdmitted-Finance | ₹29.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹32.9 Cr+₹3.1 Cr (10.2%)Admitted-Finance | ₹32.9 Cr+₹3.1 Cr (10.2%) | L2 | Admitted-Finance |
| 3 | L3₹33.0 Cr+₹3.1 Cr (10.4%)Admitted-Finance | ₹33.0 Cr+₹3.1 Cr (10.4%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical irm did not meet all laid down criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical firm did not meet all laid down criteria |
| Sl No | Description | Qty | Unit | Ram Parkash Constructions Pvt. Ltd. L2 | M/s Agarwal Brothers L1 | RKTC INFRATECH LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00RE-SURFACING WORKS ROAD SIMLI-GWALDAM BETWEEN KM 87.000 TO KM 149.000 | ||||||
| 1.01 | Providing and laying 40 mm thick compacted Bituminous Concrete (BC) layer using precoated aggregates of grading as per Table 500-17 and satisfying physical requirements of Table 500-16 of MoRTH Specifications for Road and Bridge Works, mixed with 5.4% VG-10 grade bitumen by weight of total mix and 2% cement by weight of total mix as filler, laid with paver finisher and compacted to the required density, complete in all respects as per Clause 504 of MoRTH Specifications. | 4,04,011.08 | Sqm | 716 ₹28,92,71,933.28 | 605.55 ₹24,46,48,909.49 Lowest | 655.66 ₹26,48,93,904.71 |
| 1.02 | Providing and laying 50 mm thick compacted Bituminous Macadam (BM) layer using precoated aggregates conforming to grading and physical requirements as per Tables 500-6 and 500-7 of MoRTH Specifications for Road and Bridge Works, mixed with 3.4% VG-10 grade bitumen by weight of total mix, laid and compacted to the specified density for correction works, complete in all respects as per Clause 505 of MoRTH Specifications. | 61,590.89 | Sqm | 382 ₹2,35,27,719.98 Lowest | 659.5 ₹4,06,19,191.96 | 760 ₹4,68,09,076.4 |
| 1.03 | Providing and applying tack coat using bitumen emulsion with mechanical pressure distributor at the rate of 0.25 kg per sqm on the prepared and cleaned bituminous or granular surface, complete in all respects as per Clause 503 of MoRTH Specifications. | 4,65,601.97 | Sqm | 20 ₹93,12,039.4 | 11.55 ₹53,77,702.75 Lowest | 17.96 ₹83,62,211.38 |
| 1.04 | Providing and laying road marking with 2.5 mm thick thermoplastic paint conforming to Clause 803 of MoRTH Specifications, including surface preparation and application by fully automatic thermoplastic applicator machine, complete in all respects. | 18,384.18 | Sqm | 400 ₹73,53,672 Lowest | 449.5 ₹82,63,688.91 | 535.21 ₹98,39,396.98 |
Tender Value
₹29.8 Cr
EMD Value
₹15 L
Closing Date
6 Apr 2026, 6:00 pmClosed
Chief Engineer Project Shivalik
HQ CE (P) Shivalik Lal Tappad, Majrigrant Haridwar Dehradun road 248140
PROVIDING LAYING 40 MM BC BM 50 MM PRIME COAT TACK COAT AND ROAD MARKING BETWEEN KM 87 TO KM 149 FOR RESURFACING WKS FY 2026-27 ON ROAD SIMLI GWALDAM UNDER 66 RCC 21 TF PROJECT SHIVALIK IN UTTARAKHAND
2026_BRO_755139_1
NIT-16-2025-26
Open Tender
Civil Works
Item Rate
270 days
66 RCC 21 TF Shivalik Uttarakhand
As per tender documents
8 documents required · 8 mandatory
₹0
₹15 L
Yes
23 May 2026
3 Mar 2026
13 Apr 2026
5 Mar 2026
6 Apr 2026
16 Mar 2026
6 Mar 2026 - 14 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RE-SURFACING WORKS ROAD SIMLI-GWALDAM BETWEEN KM 87.000 TO KM 149.000 | |||||
| 1.01 | Providing and laying 40 mm thick compacted Bituminous Concrete (BC) layer using precoated aggregates of grading as per Table 500-17 and satisfying physical requirements of Table 500-16 of MoRTH Specifications for Road and Bridge Works, mixed with 5.4% VG-10 grade bitumen by weight of total mix and 2% cement by weight of total mix as filler, laid with paver finisher and compacted to the required density, complete in all respects as per Clause 504 of MoRTH Specifications. | 0.58 | Sqm | - | - |
| 1.02 | Providing and laying 50 mm thick compacted Bituminous Macadam (BM) layer using precoated aggregates conforming to grading and physical requirements as per Tables 500-6 and 500-7 of MoRTH Specifications for Road and Bridge Works, mixed with 3.4% VG-10 grade bitumen by weight of total mix, laid and compacted to the specified density for correction works, complete in all respects as per Clause 505 of MoRTH Specifications. | 1 | Sqm | - | - |
| 1.03 | Providing and applying tack coat using bitumen emulsion with mechanical pressure distributor at the rate of 0.25 kg per sqm on the prepared and cleaned bituminous or granular surface, complete in all respects as per Clause 503 of MoRTH Specifications. | 0.58 | Sqm | - | - |
| 1.04 | Providing and laying road marking with 2.5 mm thick thermoplastic paint conforming to Clause 803 of MoRTH Specifications, including surface preparation and application by fully automatic thermoplastic applicator machine, complete in all respects. | - | Sqm | - | - |
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