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| Tender ID | 5022243 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Macadamization Of Various Roads In Sub Division Udhampur For The Year 2026-27 (under City And Town Roads) Part A - Macadamization Of City Road In Various Stretches Of Udhampur City From Venus Chowk Via Sallian Talab Via Main Bazar Via Dibber Via Muk |
| Last Date For Submission | 28th Jul, 2026 |
| Opening Date | 29 Jul, 2026 |
| Document Cost | 600.00 |
|---|---|
| EMD | 260000.00 |
| Estimated Cost | 13000000.00 |
| City | Udhampur |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Part A : - Macadamization of city road in various stretches of Udhampur City from Venus Chowk via Sallian Talab via Main Bazar via dibber via Mukherji Bazar/ court road/ Ramnagar Chowk to Sallian Talab. | ||
| 2 | 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 at site, for all lead and lift , 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 direction of Engineer-in-charge. | 161.31 | cum |
| 3 | 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. | 2152.92 | sqm |
| 4 | Providing & laying 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 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 mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum type Hot mix plant of 60-90 TPH capacity. | 107.65 | cum |
| 5 | 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 B.M. @ 0.50 Kg/sqm. | 8611.68 | SQM |
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