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NTID 43129515
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💬 Talk to Our Bidding ExpertRenewal Work By Sdbc In Vijayn in Rudraprayag - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Renewal Work By Sdbc In Vijayn" in Rudraprayag, India.
Public Works Department
Rudraprayag, Uttarakhand, India
NTID 43129515
- Opening Date : Thu 15th January, 2026
- Closing Date : Thu 15th January, 2026
- ₹ 10327398.00
- NTID 43129515
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
205000.00 -
Document Cost
4720.00 -
Estimated Cost
10327398.00
BOQ Items Total Items : 7 | Total Qty : 42975.41
| # | Item | Quantity | 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 | 8400.00 | sqm |
| 2 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technicalspecification Clause 1907. | 5250.00 | RMT |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 kN static roller in stages toproper grade and camber, applying and brooming, crushable screening to fill-upthe interstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405. By Mechanical Means | 188.33 | cum |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry andhungry bituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. | 27621.00 | 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 | 125.55 | cum |
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