Complete Tender Details

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Tendering Authority: Public Works Department
Tender ID4355492
Organisation NamePublic Works Department
Tender BriefCorrigendum : Macadamisation Of Road From Arath Sumo Stand Upto Churpora (machine Mix Laid With Paver).
Last Date For Submission11th Jun, 2026
Opening Date12 Jun, 2026
Cost
Document Cost800.00
EMD40000.00
Estimated Cost2000000.00
Location
CityBudgam
StateJammu and Kashmir

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BOQ Items
#ItemQtyUnits
1Engagement of JCB for clearing of mulba ,removal of humps including surface dressing etc and clearance of drains complete job.10.00Hr.
2Providing, 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-Charge41.06CUM
3Providing 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.@0.75 Kg/Sqm on WBM surface547.50Sqm
4Providing 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.@0.50 Kg/Sqm on WBM surface1613.30Sqm
5Providing and 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 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 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.108.04CUM
11th Jun, 2026

6 Days Left

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