Complete Tender Details

Empowering Indian businesses in the procurement ecosystem since 2012

Tendering Authority: Public Works Department
Tender ID4333721
Organisation NamePublic Works Department
Tender BriefCorrigendum : Improvement / Upgradation Of Road From Konkhan Junction To Dalgate Chowk Via Bridge.
Last Date For Submission3rd Jun, 2026
Opening Date04 Jun, 2026
Cost
Document Cost1100.00
EMD80000.00
Estimated Cost4000000.00
Location
CitySrinagar
StateJammu and Kashmir

Register to see full details

BOQ Items
#ItemQtyUnits
1Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means).1440Sqm
2Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm ) 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-Charge.43.2Cum
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 on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On B.T surface @ 0.50 Kg/Sqm7200Sqm
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 on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On WBM surface @ 0.75 Kg/Sqm576Sqm
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 specification to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge. 50mm compacted thickness with bitumen of grade VG-10 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including all carriages complete.43.2Cum
3rd Jun, 2026

7 Days Left

WhatsApp