Repair to Bridge over Ganiairi Jore Nallah on R.D road at Sargul Chhak to Kapati Chhatishgarh border via Bhainsadarha at ch. 3.500 km for the year 2026-27

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area etc. complete as per direction of the Engineer in charge.

Providing and laying moorum on shoulder / Berm including all cost and conveyance of all materials and labour charges etc complete for finished item of work as per the direction of EIC.

Cleaning the existing black topped surface with removal of foreign materials with brooms soft brushes and finaly dusting with old gunny bags or compressed air to receive bituminous treatment as per direction of E I C.

Providing, laying, scraping, cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in one layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm 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 including cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

Earth work excavation of foundation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed and depositing the excaveted earth away from site and as per the direction of the Engineer-in-charge.

Labour & materials for filling foundation & plinth with river sand watering ramming etc complete.

Cement concrete (1:3:6)with 4cm size hard granite metal per 1cum

Plain Cement concrete in Open foundation complete as per drawing and Technical specifications.