Repair of Road from Welcome Gate to Karkati ByPass Tiraha (near Crusher On Burhar Khairha Road) of Sohagpur Area

Amount

Item Description/ Heading

Excavation in Soil by Manual Means : Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres as per clauses of section-300.

Providing and applying Tack Coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications @ 0.25 kg per sqm (normal bitumen surfaces)

Bituminous Macadam : Providing and laying Bituminous Macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor , for Grading II (19 mm nominal size) bitumen content 3.5%

Bituminous Concrete : Providing and laying Bituminous Concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control , for Grading-II (30-45 mm thickness ) with 60/70 bitumen (VG-30)

Total impact of GST for the purpose of CTC