tender for construction of lawad samaspur to chindaudi road - 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 smooth wheel roller 80-100knin 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 3b including supply of all material, labour, t&p etc also including vat, labour cess, royalty and all other applicable taxes required for proper completion of work as per direction of engineer-in-charge. including all taxes labour cess but excluding g.s.t 2 providing and applying tack coat with bitumen vg-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. including all taxes labour cess but excluding g.s.t 3 providing, laying and rolling of open - graded premix surfacing of 20mm 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 with a three wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by type-c seal coat. including supply of all material labour, t&p etc also including labour cess, royalty and all other applicable taxes (but excluding gst) required for proper completion of work as per direction of engineer-in-charge. as per technical specification clause. 508. 4 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. including supply of all material labour, t&p etc also including labour cess, royalty and all other applicable taxes (but excluding gst) required for proper completion of work as per direction of engineer-in-charge. as per technical specification clause 510. 5 earth work in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30m. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 1 km. distance as directed by the engineer incharge.including all taxes labour cess but excluding g.s.t