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| Tender ID | 4166917 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Renewal Work By Sdbc In Banswara-kansil-kunja-chandranagar-mohankhal Motor Road In Km. 1, 2, 20, 21, 22, 23, 24, 25, 26, 27, 28 And 31 (100mtr) In Kedarnath Assembly Area Of Augastyamuni Block Distt- Rudraprayag Under Annual Repair (2026-27) |
| Last Date For Submission | 3rd Jun, 2026 |
| Opening Date | 03 Jun, 2026 |
| Document Cost | 5900.00 |
|---|---|
| EMD | 370000.00 |
| Estimated Cost | 18441000.00 |
| City | Rudraprayag |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 | 11662.50 | Sqm. |
| 2 | Hill Side Drain Maintenance ,Clearance, (Removal of earth from thMaintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907. | 9450.00 | Rmtr |
| 3 | 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. By By Mechanical Means | 148.16 | Cum |
| 4 | 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. | 43857.00 | Sqm. |
| 5 | 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 | 99.68 | Cum |
Closed