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| Tender ID | 4311917 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamization Of Mahawara Inner Links. |
| Last Date For Submission | 1st Jun, 2026 |
| Opening Date | 02 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 60000.00 |
| Estimated Cost | 3000000.00 |
| City | Budgam |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Supply laying spreading and compacting stone aggregate of specified size to WBM specifications in uniform thickness, hand picking rolling with 3 whelled road/vibratory roller 8-10 tonne capacity in stage 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. (63mm to 45mm size stone aggregate with type-A screening complete job) including all carriges | 10.40 | cum |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 214.31 | cum |
| 3 | 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. | ||
| 4 | On W.B.M. @ 0.75 Kg/sqm. | 2857.50 | 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. | 142.88 | cum |
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