Kandapala to Jampali

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.

Labour & materials for filling foundation & plinth with river sand watering ramming etc complete. For 1.00 Cum

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

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

Providing and laying 80mm thick factory made cement concrete interlocking paver block of grade M-40 grade made by block making machine with strong vibratory compaction of approved size,desing & shape ,laid in requiredcolour and pattern over and including 50mm thick compacted bed of coursesand ,filling the joints with fine sand etc. all complete as per the direction of Engineer-in-Charge.

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.

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 receive bituminous treatment

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 laying and rolling of premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means and as per the direction of the Engineer-in-charge.

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)

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