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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Bidder did not submit required documents as per tender notice and conditions. |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
6 Apr 2026, 3:00 pmClosed
Executive Engineer, Temp. Div. PWD Sahiya
Executive Engineer, Temp. Div. PWD Sahiya
Renewal work by SDBC from Km 31 to 38 of Sahiya-Kwanu Motor Road (State Route No. 81) in Chakrata constituency of Dehradun district under Annual Repair. (Length 8.00 Km)
2026_pwd_92887_1
282/Nivida, Date 28.02.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Shaiya Kwanu MR
As per tender notice condition
2 documents required · 2 mandatory
₹4,720
Executive Engineer, Temp. Div. PWD Sahiya
₹2.8 L
7 Apr 2026
9 Mar 2026
7 Apr 2026
9 Mar 2026
6 Apr 2026
23 Mar 2026
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
Tack Coat 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.
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
Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 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 smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix)
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.
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