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Tender Value
₹1.5 Cr
EMD Value
₹3.1 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 at Km 3, 4, 5, 21, 34, 37 and 61 of Haripur Ichchadi Kwanu Meenus Motor Road in Chakrata constituency of Dehradun district under Annual Repair 2026-27.
2026_pwd_96187_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 Sahiya
₹3.1 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 |
|---|---|---|---|---|---|
| 1 | 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 182.69 | cum | - | - |
| 2 | 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. | 39,875 | sqm | - | - |
| 3 | 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 | 135 | cum | - | - |
| 4 | Semi Dense Bituminous Concrete
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) | 884.13 | cum | - | - |
| 5 | Thermoplastic Compound
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. | 680 | sqm | - | - |
| 6 | Maintenance of Earthen Shoulder | 7 | km | - | - |
| 7 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 | 1,420 | Nos | - | - |
| 8 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,100 | sqm | - | - |
| 9Reconstruction of Damaged Scupper, Heading | |||||
| 9.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifications. | 75.93 | cum | - | - |
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