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Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
12 Oct 2026, 3:00 pm
Executive Engineer PD PWD Dehradun
Office of Executive Engineer PD PWD Dehradun
Under the state Sector construction of road by interlocking tiles on the road leading from the canal road to the house of Shri Ganesh Thapa in village Rajawala and on the road leading towards Bharatpur of Sahaspur assembly constituency of Dehradun Di
2026_pwd_100771_1
3031/Nivida Dt. 15.09.2026
Open Tender
Civil Works
Item Rate
120 days
Sahaspur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer PD PWD
₹1.1 L
29 Sept 2026
29 Sept 2026
12 Oct 2026
30 Sept 2026
12 Oct 2026
2 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Interlocking Concrete Block Pavement 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 4,388.4 | sqm | - | - |
| 2 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 | 444.53 | Cum. | - | - |
| 3 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 2.7 | sqm | - | - |
| 4 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel | 221.88 | Cum. | - | - |
| 5 | WBM Grading 2 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. | 166.41 | Cum. | - | - |
| 6 | 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. | 194.63 | Cum. | - | - |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1;2;4) | 38.61 | Cum. | - | - |
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