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| Tender ID | 3504635 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Upgradation Of Inner Links At Adipora , Shair Colony And Mehrajpora. |
| Last Date For Submission | 24th Mar, 2026 |
| Opening Date | 25 Mar, 2026 |
| Document Cost | 5500.00 |
|---|---|
| EMD | 878200.00 |
| Estimated Cost | 43909000.00 |
| City | Multi city |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Pavement Work:Supply ,stacking of Khakbajree in Berms including laying,spreading, ramming,dressing ,dressing,watering,compacting and consolidation by road roller 8-10 tonne capacity as directed by site Engineer including all carriages upto the site of work. | 621.000 | Cum |
| 2 | Supply ,stacking, filling,laying and spreading of Crushed GSB in 15 cm layers incld sorting ,spreading to templete ,watering ,dresssing ,ramming and consolidation to the required gradient and camber with 8-10 tonne capacity Power road roller incld. all carriages complete | 1916.250 | Cum |
| 3 | Supply and stacking at site Graded Crushed stone aggregrate of size 63mm -45 mm and stone screening of size 13.2 mm nominal size (type A), stone dust/moorum incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm ) ,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 course aggregrate ,watering and campacting to the required density incld all carriages from approved source to site of work complete job(crushed from Broken Quarry). | 958.130 | 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 Mechanical Transport 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 including all carriages from source to site of work. | 1779.380 | 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 WBM @ 0.75 Kg/sqm incld all carriages from approved source to site of work. | 23725.000 | Sqm |
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