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| Tender ID | 4764001 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Macadamization Of Various Roads Under City N Town (2025-26) 1. Macadamization Of Internal Roads Of Kathua Town Include Hatli Morh To Shyama Parashad Mukherjee Chowk, Under City N Tows (c T). 2. Macadamization O |
| Last Date For Submission | 17th Jul, 2026 |
| Opening Date | 18 Jul, 2026 |
| Document Cost | 3000.00 |
|---|---|
| EMD | 264000.00 |
| Estimated Cost | 13200000.00 |
| City | Kathua |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Part 1.Macadamization of Internal Roads of Kathua Town Include Hatli Morh to Shyama Parashad Mukherjee Chowk, under city & Tows (C&T) | ||
| 2 | Providing , laying, spreading and compacting crushed stone aggregate of 53 mm to 22.4 mm 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 of 11.2 mm nominal size (Type - B) screening/binding material as stone dust to fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material by MT/ H.L. (conforming to clause 404 of MORT&H specifications). | 13.21 | Cum |
| 3 | Providing and laying 50 mm thick bituminous macadam compacted thickness with bitumen of grade VG-30@3.5%(Percentage by weight of total mix) prepared in batch type hot mix plant of 100-120 TPH capacity using crushed stone aggregates of specified grading premixed with with bituminous binder, transported by tippers, laid over a previously prepared surface with paver finished 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. | 8.81 | Cum |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade VG-30, 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.B.M. @ 0.75 Kg/sqm. | 176.13 | Sqm |
| 5 | Providing and laying 25 mm Thick Semi- Dense Bituminous Concrete compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per directions of Engineer-in-Charge. | 7500.00 | Sqm |
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