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| Tender ID | 4952117 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamization Of Chobia Link Road In Km 1st To 4th (double Lane) (under City And Town Roads 2026-27) (3rd Call) |
| Last Date For Submission | 29th Jul, 2026 |
| Opening Date | 30 Jul, 2026 |
| Document Cost | 1500.00 |
|---|---|
| EMD | 160000.00 |
| Estimated Cost | 8000000.00 |
| City | Bhaderwah |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Laying, spreading and compacting stone aggregate of specified sizes toWBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.Including Supplying and stacking at site Graded crushed stone aggregate of size (53 mm to 22 mm) | 52.500 | Cum |
| 2 | Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) | 11.970 | Cum |
| 3 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means) | 16539.500 | Sqm |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm | 16539.500 | Sqm |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 66.150 | Cum |
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