Annual Surfacing on Shoghi GoruKanwan road Km. 0/00 to 5/500

Amount

Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg, per sqm. On the prepared bitumenous surface cleaned with Hydarulic broom as per Technical Specification Clause 503. including entire carriage of materials upto all leads and lifts and as per thedirection of Engineer in Charge..

Providing and Laying 30 mm thick Bituminous concrete with 100-120 TPH batch type Hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premix with using Bituminous Binder @5.40 to 5.60 percent of mix and filler, transporting the hot mix plant to site of work, 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 MORT&H Specification Clause No.509 complete.508.including entire carriage of materials upto all leads and lifts and as per thedirection of Engineer in Charge..

Construction of penetration macadum over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate application of bituminious binder and key aggregate and rolling with a three wheel 80-100 KN static roller to achieve the desired degree of compaction as per Technical Specification clause 506 (50 mm Thick) ( Fifty millimetre thickness) including entire carriage of materials upto all leads and lifts and as per the direction of Engineer in Charge.

Providing and Laying of hot applied thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 grams per square metre thickness is xeclusive of surface applied glass beads as per IRC 35 including entire carriage of materials upto all leads and lifts and as per thedirection of Engineer in Charge..

Ashok Thapa