Complete Tender Details

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Tendering Authority: Public Works Department
Tender ID4857263
Organisation NamePublic Works Department
Tender BriefMacadamization Of Link Road From Main Bridge To The House Of Hilal Ahmad Dar Village Nowbugh.
Last Date For Submission13th Jul, 2026
Opening Date14 Jul, 2026
Cost
Document Cost1100.00
EMD80000.00
Estimated Cost4000000.00
Location
CityMulti city
StateJammu and Kashmir

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BOQ Items
#ItemQtyUnits
1Engagement of JCB for clearance of humps wild grass, undulations, etc and disposal of same outside municipal limits as directed by site in-charges Engineer.6.00hours
2Supply, stacking, laying, spreading and compacting of graded stone aggregate of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 capacity in stages to proper grade and camber applying and brooming requisite type of stone screenings 13.2mm size and binding material to fill up the interstices of coarse aggregate watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved from source up to site of work complete job.46.70cum
3Providing, 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-Charge279.22cum
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. On W.B.M. @ 0.75 Kg/sqm.3723.00sqm
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 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.186.15cum
13th Jul, 2026

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