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Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
21 Sept 2026, 10:30 am
EE PD PWD BAGESHWAR
EE PD PWD BAGESHWAR
Under the renewal item year 2026-27,renewal work by SDBC in the motor road for km 5 to 10 of Bageshwar -Dafaut motor road and for km 1 of Bageshwar-Kapkot link motor road to inspection building
2026_pwd_99817_1
2163/23AC Date 01.09.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
EE PD PWD BAGESHWAR
As per Tender
2 documents required · 2 mandatory
₹4,720
EE PD PWD BAGESHWAR
₹2.1 L
7 Sept 2026
7 Sept 2026
21 Sept 2026
7 Sept 2026
21 Sept 2026
7 Sept 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.By Mechanical Means | |||||
| 1.01 | Bageshwar -Dafaut motor road | 37.41 | 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 | Bageshwar -Dafaut motor road | 25,882.3 | Sqm | - | - |
| 2.02 | Bageshwar-Kapkot link motor road to inspection building | 1,650 | 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) for depression | |||||
| 3.01 | Bageshwar -Dafaut motor road | 56.74 | Cum | - | - |
| 4Providing 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. | |||||
| 4.01 | Bageshwar -Dafaut motor road | 611.04 | Cum | - | - |
| 4.02 | Bageshwar-Kapkot link motor road to inspection building | 41.25 | Cum | - | - |
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