Macadamization of Mantribugh Tangpora Road

Scarifying 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).

Providing 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 WMM/ WBM Surface @0.75Kgs/Sqm) including all leads, lifts, loading, unloading carriage of all materials Complete

Providing 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 BT Surface @0.50Kgs/Sqm) including all leads, lifts, loading, unloading carriage of all materials Complete

Providing and laying 50 mm thick bituminous macadam with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum/ Batch Type Hot Mix Plant 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-Chargeincluding all leads, lifts, loading, unloading carriage of all materials Complete

Providing and laying semi- dense Bituminous concrete of 25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum /Batch type Hot Mix Plant 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 including all leads, lifts, loading, unloading carriage of all materials Complete

Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road including all leads, lifts, loading, unloading carriage of all materials Complete.