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| Tender ID | 4413993 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Construction Of Link Road In Shivalik Colony Ratnu Chak Near Railway Track By Way Of Providing And Laying Of Rbm Filling, Wbm-ii, Wmm And Macadamization (under Ut-sector) |
| Last Date For Submission | 16th Jun, 2026 |
| Opening Date | 17 Jun, 2026 |
| Document Cost | 600.00 |
|---|---|
| EMD | 28840.00 |
| Estimated Cost | 1442000.00 |
| City | Jammu |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres. All kinds of soil. | 75.60 | Cum |
| 2 | Providing and laying River Bed Material on the road surface by way of spreading the same in uniform layer not exceeding 20cm in depth, watering and compacting with vibratory power road roller of 8-10 Tonne capacity including carriage of material from source to site of work (all leads, lifts complete). The measurement is to be taken of compacted / finished work. | 63.00 | Cum |
| 3 | Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each. | 63.00 | 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. | 63.00 | Cum |
| 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 63.00 | Cum |
4 Days Left