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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 CrAdmitted-Finance C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | ₹2.5 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L1 | M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 35,995.1 | Sqm. | 17.9 ₹6.4 L | 28 ₹10.1 L |
| 2.00 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-10 | 60.38 | Cum | 11,850 ₹7.2 L | 18,500 ₹11.2 L |
| 3.00 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonne sper hourusing crushed aggregates of specified grading,premixed with bituminous binder and filler, transporting thehotmix toworksite, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clauseNo. 508 complete in all respects Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix) | 1,086.94 | Cum | 13,810 ₹1.5 Cr | 19,800 ₹2.2 Cr |
| 4.00 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes | 1,975 | Sqm. | 525 ₹10.4 L | 524 ₹10.3 L |
Updated dates
Tender Value
₹1.6 Cr
EMD Value
₹3.7 L
Closing Date
27 Apr 2026, 3:00 pmClosed
Superintending Engineer
Office of the S.E., 8th circle. PWD, New Tehri
Renewal work by SDBC in various km between km 68 to Km 127 of Uttarkashi Lambgaon Ghansali Tilwara Motor Road (Length 9.875 Km).
2026_pwd_94105_1
1429/08Cash-Tender-8/2026 Dated 08-04-2026
Open Tender
Civil Works - Roads
270 days
Ghansali (Tehri Garhwal)
As per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
EE, TD, PWD, Ghansali
₹3.7 L
Office of the S.E., 8th circle. PWD, New Tehri
5 May 2026
10 Apr 2026
28 Apr 2026
10 Apr 2026
27 Apr 2026
16 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm. | - | - |
| 2 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) with Bitumen VG-10 | - | Cum | - | - |
| 3 | Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonne sper hourusing crushed aggregates of specified grading,premixed with bituminous binder and filler, transporting thehotmix toworksite, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clauseNo. 508 complete in all respects Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix) | - | Cum | - | - |
| 4 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes | - | Sqm. | - | - |
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