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| Tender ID | 4417056 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Dazna Culvert To Gujjarnar Dazna Lachipora |
| Last Date For Submission | 10th Jun, 2026 |
| Opening Date | 11 Jun, 2026 |
| Document Cost | 800.00 |
|---|---|
| EMD | 40000.00 |
| Estimated Cost | 2000000.00 |
| City | Baramulla |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | 1733.750 | Sqm |
| 2 | providing and laying , Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | 37.230 | Cum |
| 3 | Supplying, stacking. Laying, spreading and compacting stone aggregate of specified sizes to WBM 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 1 brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density 63mm to 45 mm size stone aggregate with type-B screenings complete job) including all carriage. | 20.530 | Cum |
| 4 | 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(75mm compacted thickness) | 130.030 | Cum |
| 5 | 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 W.B.M. @ 0.75 Kg/sqm. INCLUDING ALL COST AND CARRIAGE | 1733.750 | Sqm |
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