SH-19 to Subarnamanjari Road _Road_Renewal Coat with SDBC including Potholes and depression filling with BUSG and Raincuts filling with earthwork.1.300 to 5.300

Clearing grass and removal of rubbish on both sides of the road to facilitate widening of berms, disposal of the stuff upto a distance of 50 metres outside the periphery of the area including all labour, T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-charge.

BUSG Labour for scraping cleaning the road suface applying tack coat using 3.0 kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg penetration grade of bitumen for 10 sqm with 0.12 Cum of 12 mm size hard granite chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge.

Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to recive bituminous

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/Sqm on the prepared bituminous/granular surface cleaned owith mechanical broom as per clause 503 of MoSRT&H specification for road and bridge works (4th Revision).

Providing and laying semi dense graded bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading , premixed with bituminous binder of 60/70 penetration grade of bitumen ,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 achive the desired compaction as per clause 508 of MoSRT&H specification for the road and bridge works (4th Revision) .

Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.