Construction of road from Nariga to Piran km. 0/00 to 1/660 (SH M/T of road between RD. 0/00 to 1/660

Amount

Supplying, Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(i) 53 mm to 22.4 mm size stone aggregate. including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.(i) With medium setting bitumen emulsion(a) On W.B.M / W.M.M. @ 0.4kg/sqm including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge

Providing and laying 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 equiped 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.(a) 25 mm compacted thickness with bitumen of grade VG-10 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. including Carriage of materials with in all leads and lifts and as per direction by the Engineer-In-Charge. The work should be executed as per Job Mix Formula approved by the department. The rate should be Quated accordingly.Nothing extra shall be applicable on this account.