tender for special repair work of lavad road to jainpur road.; 1 earth work in cutting or in embankment in ordinary soil excavation to be in theform of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remmingand dressing the surface to required levels and slopes and also including 1.50 m. liftand 30 m. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 m. distance as directed by the engineerincharge.253 ( a ) including all taxes labour cess but excluding g.s.t 2 water bound macadam grading - 3 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kn static rollerin stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density grading iii as per techincal specification clause 405.required for proper completion of work as per direction of engineer-in-charge. including all taxes labour cess but excluding g.s.t 3 providing and applying tack coat with bitumen vg-10 grade usingpressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. including supply of all material labour, t&p etc required for proper completion of work as per direction of engineer-in-charge. technical specificaton clasue ( si.no. 503 ) . including cost of bitumin all material cost of bitumintaxes labour cess but excluding g.s.t 4 providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using vg-10 bitumen required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling witha three wheele80-100kn static roller capacity, finished to required level and gradesto be followed by type-c seal coat.required for proper completion of work as per direction of engineer-in-charge.as per technical specification clause. 508. including cost of bitumin all taxes labour cess but excluding g.s.t 5 providing and laying type-c seal coat with vg-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type c. required for proper completion of work as per direction of engineer-in-charge.as per technical specification clause 510. including cost of bitumin all taxes labour cess but excluding g.s.t