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Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
12 Jun 2026, 3:00 pm7d left
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Renewal work by SDBC/BC on the following motor roads under Chakrata Constituency of Dehradun District under Annual maintenance year2026-27. (i) Chakrata-Lakhamandal-Barnigad (SH-18) Km 1 to 10. (ii) Gauraghati to Manthat via Village Lavadi Km 1 to 4
2026_pwd_96195_1
3071/1C-9/2026, Dated 30/05/2026
Open Tender
Civil Works - Roads
90 days
Chakrata Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div. PWD Chakrata
₹5.2 L
Superintending Engineer, 9th Circle, PWD, Dehradun
3 Jun 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
12 Jun 2026
6 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WBM 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. | |||||
| 1.01 | Chakrata-Lakhamandal-Barnigad (SH-18) | 49.06 | Cum | - | - |
| 1.02 | Gauraghati to Manthat via Village Lavadi motor road | 34.01 | Cum | - | - |
| 2Providing 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. | |||||
| 2.01 | Chakrata-Lakhamandal-Barnigad (SH-18) | 41,250 | Sqm | - | - |
| 2.02 | Gauraghati to Manthat via Village Lavadi motor road | 16,500 | Sqm | - | - |
| 3Bituminous 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 | |||||
| 3.01 | Chakrata-Lakhamandal-Barnigad (SH-18) | 155.64 | Cum | - | - |
| 4Providing and laying Semi Dense Bituminous Concrete with the use of batch type HMP producing an average output of75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binderand filler, transporting the hotmix to the 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 thedesired compaction as per MoRTH specification clause No. 508 complete in all respects 3-5-2 Grading II - 10mm using VG - 10 bitumen (bituminous binder @ 5 % of mix) | |||||
| 4.01 | Chakrata-Lakhamandal-Barnigad (SH-18) | 1,031.25 | Cum | - | - |
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