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| Tender ID | 4574607 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Construction Of Synthetic Volley Ball Court At Ghss Panzgam. |
| Last Date For Submission | 26th Jun, 2026 |
| Opening Date | 27 Jun, 2026 |
| Document Cost | 800.00 |
|---|---|
| EMD | 30440.00 |
| Estimated Cost | 1522000.00 |
| City | Awantipora |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil. | 154.800 | cum |
| 2 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 360.000 | sqm |
| 3 | Supply and filling of RBM /Stone soling of specified size including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete | 54.000 | cum |
| 4 | Supplying and stacking of graded stone aggregate at site of size 63-45mm size, (quarry Woyen), stone screenings, chippings, 13.2mm nominal size (Type-A) & moorum (stone dust) including 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 brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriage of all material involved with loading unloading and stacking complete all as directed by Engineer-Incharge. | 27.000 | cum |
| 5 | 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 | 36.000 | cum |
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