R R Damage to Tikkari tangnu road km 0 00 to 15 00 SH P L G III M T at Rd 0 00 to 2 500

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (Eighty-Hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (Two) as per Technical Specification Clause 405 WBM Grade-III 50mm to 25mm size (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Tack Coat Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributer @0.275 kg/sqm on prepared surface of granular surface treated with primer cleaned with hydraulic broom as per Technical specification clause 503

30mm thick Bituminious Concrete using Bituminous Penetration grade/modified Bitumen ) Binder:-Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. including all leads and lifts as per directions of Engineer in charge.