Permanent restoration of road from Dablehar to Pindi Soarchana (Under UT Road Sector Capex Budget for the year 2025-26) (2nd Call)

Providing and laying spreading and compacting graded stone aggregate (size rang 45mm to 0.075mm) to Wet Mix Macadam(WMM) specification including premixing mix. Plant ,carriage of mixed material by tipper to site for all leads, lifts and carriages laying in unform 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.

Providing 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

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.16.38.2 On bitumen surface @ 0.50 Kg/sqm

Providing and laying semi- dense Bituminous concrete 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. 25 mm 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

Supplying and stacking of good earth at site including royalty

JCB Engaged for edge cutting of road/ removal of mulba from road edge.

Carriage of Mulba at an average lead 2km

Carriage of good earth at an average lead 2km by mt

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