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Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
26 Sept 2026, 3:00 pm
Executive Engineer PD PWD Dehradun
Office of Executive Engineer PD PWD Dehradun
Under State Sector Construction of BM/SDBC road on the Internal route of Mithi Bheri in Disttrict Dehradun under Mussoorie Constituency
2026_pwd_100000_1
2850/Nivida Dt. 03.09.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer PD PWD
₹1.4 L
10 Sept 2026
10 Sept 2026
26 Sept 2026
10 Sept 2026
26 Sept 2026
12 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and applying PRIME coat with Bitumen emulsion (SS-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. | 2,046 | sqm | - | - |
| 2 | 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. | 2,244 | sqm | - | - |
| 3 | Water Bound Macadam Sub-base/base 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. | 153.45 | cum | - | - |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical
Specification Clause 401. | 69.75 | cum | - | - |
| 5 | Water Bound Macadam Sub-base/base 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 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. | 153.45 | nos | - | - |
| 6 | Water Bound Macadam Sub-base/base 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. | 254.7 | nos | - | - |
| 7 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per
drawings and Technical Specification Clause 1504. | 3,348.45 | sqm | - | - |
| 8 | 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. | 567 | sqm | - | - |
| 9 | 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 (Hand mixed) | 22.8 | cum | - | - |
| 10 | Recycling of Bituminous Pavement with Cent ral Recycl ing Plant (Recycl ing pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and tock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation adding fressh material mateerial including rejuvenators aws required mixing in a hot mix plant transporting and laying at site and compacting to the requiredgrade level and thickness all as specified in clause 519 | 47.08 | cum | - | - |
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