tender for special repair of sidhauli misrikh road km-4 to baljatighat link road; 1 maintenance of wbm road including filling of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification clause 1906. 2 providing and applying tack coat with bitumen ( vg-10 ) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the preparedsurface cleaned with hydraulic broom. ( including cost of bitumen ) 3 providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 . ( including cost of bitumen ) 4 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . ( including cost of bitumen ) 5 construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 25 mm, 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 formwork 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 bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound ( where specified ) and water finishing to lines and grade as per drawingand technical specification clause 1501 6 construction of embankment with approved material obtained from availble land as permitted and approved byengineer-in-charge and as per technical specitaion clause 301.3.4.1, with all liftsand leads, spreading, grading to required slope and compacting to meet requirement of tables 300.1and 300.2 as per technical specification clause 301.5