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| Tender ID | 4333730 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamization Of The Road From Bsf Camp Gupti Ganga Upto Lashkari Mohalla, Foreshore Road |
| Last Date For Submission | 3rd Jun, 2026 |
| Opening Date | 04 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 57420.00 |
| Estimated Cost | 2871000.00 |
| City | Srinagar |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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). | 899.31 | Sqm |
| 2 | Supplying, stacking, laying, spreading and compacting graded crushed stone aggregate of size 63mm-45mm to water bound macadam specifications in uniform thickness, hand picking, rolling with 3 wheeled road roller / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming 13.20mm type A of screening and binding material to fill up interestices of coarse aggregate, watering and compacting to the required density finished work to be measured 75mm compacted thickness including all carriages of materials upto site of work complete. | 104.46 | Cum |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm ) 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. | 104.46 | Cum |
| 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 on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On B.T surface @ 0.50 Kg/Sqm | 2997.72 | 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 specification to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. 50mm compacted thickness with bitumen of grade VG-10 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including all carriages complete. | 106.92 | Cum |
7 Days Left