PWD road t Thapapali _Road_Renewal coat SDBC andCC wearing coat with Bush cutting, raincut,Moorum spreading in berm0.000 to 2.262 and 2.262 to 2.562

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, disposal of upto upto a distance of 50m outside the peiphery of the areas as per 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 receive bituminous treatment.

Providing and applying tack coat with bitumen emulsion using emulsion presure distributer @ 0.20 Kg per Sqm on prepared bituminous/ granular surface cleained with mechanical broom as per Clause 503 of MOST & H Specifications for Road & Bridge works (4th Revision).

Providing & laying semi dense bituminious 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 to required grade to proper camber & consolidation with vibratory and tandem rollers to acieve the desired compaction as per clause 508 0f Mosrt&h Specification including hire & running charge etc. complete as per directed by the Engineer-in-Charge

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage ofmaterials etc complete asper direction ofEngineer in charge.