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| Tender ID | 4320395 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamisation Of Road From Damjan Bridge To Govt. High School Sadoora |
| Last Date For Submission | 15th Jun, 2026 |
| Opening Date | 16 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 75997.00 |
| Estimated Cost | 3799806.00 |
| City | Qazigund |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Engagement of JCB for clearance of side berms, Humps and any unhygenic material from road side and disposal of same with all lifts and lead as directed by EIC complete job. | 10.00 | Hour |
| 2 | Supply and filling of RBM/Nallah Muck including watering dressing and rolling in layers with 8-10 tonne capacity Power road roller including cost and carriage loading unloading stacking etc complete. | 216.00 | CUM |
| 3 | 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 | 310.25 | CUM |
| 4 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom.With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm.including all carriages. | 3102.50 | 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.including all carriages. | 155.13 | CUM |
5 Days Left