Annual Surfacing on Shoghi Salana Road km. 0/00 to 8/00

Amount

Providing and applying tack coat using bitumen emulsion (RS-1) using emulsion pressure distributer at rate of 0.25 kg to 0.30 kg sqm. on the prpared bituminous surface cleaned with hydraulic broom as per Technical specification clause 503 including entire carriage of materials upto all leads and lifts and as per the direction of Engineer in Charge.

Providing and laying Bituminious Concrete 30 mm thick with 100-120 TPH batch Type hot mix plant producing an average out put of 75 tonnes per hour, using crushed aggregate of specified grading premix with bituminous binder @5.40 to 5.60 percent of mix & filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to required grade, level & alignment rolling with smooth wheel vibratory& tendam rollers to achieve the desire compaction as per MORTH specification clause No.508. including entire carriage of materials upto all leads and lifts and as per the direction of Engineer-In- Charge.

Construction of penetration macadam over prepared based by providing layer of compacted crushed corse aggregate using chips spreader with alternate application of bituminous binder & key aggregates & rolling with a 3 wheel 80-100 KN static roller to achieve the desired degree of copaction as per technical specification clause 506. (50 mm thick) including entire carriage of materials upto all leads and lifts and as per the directions of Engineer-in-charge.

Providing & laying of hot applied thermoplastic compound 2.50 mm thick including reflectorisign glass beads @ 250 grams as per square metre thickness is exclusive of surface applied glass beads as per IRC 35 including entire carriage of material upto all leads and lifts and as per the directions of Engineer in Charge.