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| Tender ID | 4386334 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamization Of Main Road Of Head Quarter Along With Main Markets With Allied Links |
| Last Date For Submission | 4th Jun, 2026 |
| Opening Date | 05 Jun, 2026 |
| Document Cost | 1100.00 |
|---|---|
| EMD | 78420.00 |
| Estimated Cost | 3921000.00 |
| City | Handwara |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing/Supply and filling of nallah muck incl ramming, dressing, watering and consolidation with PRR and carriage of material by mechanical means, transport from source to site of work complete job. | 109.50 | cum |
| 2 | Supplying, stacking,Laying, spreading and compacting stone aggregate of specified sizes( 63 to 45mm) to WBM specifications in uniform thickness, hand picking, including 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 ( 13.2mm size) /binding material (stone dust/moorum) to fill up interstices of coarse aggregate,watering and compacting to the required density( finished work shall be paid) with all leads , lifts and carriages as involved upto site of work. All complete job. | 54.75 | cum |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) pecification including premixing the material 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, as per specifications and directions of Engineer-in-Charge Complete | 246.37 | 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. @ 0.75 Kg/sqm. | 3285.00 | Sqm |
| 5 | Providing and laying of 50 mm Premix Bitumenous macadam base coarse with stone aggregate of quality size and grading as specified in MORTH with straight run bitumen of grade 80/100 @3% by weight of total mix (@60kg/cum) including hot mixing transporting mixed material and laying with paver finishers to the required level and grade rolling with road roller of 8 to 10 ton capacity to achieve the required compaction and density cost and carriage of all materials involved complete | 164.25 | cum |
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