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| Tender ID | 4595036 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Improvement Upgradation Of Link Road Form Pmgsy Road To Khati Mohalla Poshkar Via Pdc Canal By Way Of Macadamization Under Cnt Machine Mix Laid With Paver |
| Last Date For Submission | 29th Jun, 2026 |
| Opening Date | 30 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 58291.00 |
| Estimated Cost | 2914599.00 |
| City | Srinagar |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5 m in -All kinds of soil. | 832.20 | Sqm |
| 2 | Providing and Laying in Layers of not more than 20mm depth Nallah Muck/ Nallah Bed Material/ Quarry Muck Including sorting, spreading, watering and consolidation with PRR 8-10 tonne Including all Lifts and carriage complete (Max stone size not to exceed 150mm in any Direction) All Complete Job. | 10.00 | 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. | 208.05 | 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 fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.M.M. surface using Tar @ 0.75 Kg/sqm. | 2774.00 | Sqm |
| 5 | Providing and laying 50mm 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. | 138.70 | Cum |
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