tender for 5 reconstruction work at tana nala patari garhi kee aur in distt shamli in fy 2025-26 sugar mill road - providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. i/c all taxes, labour cess, levy, toll fee, royalty, contractor profit but excluding gst. 2 providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specificaton clause 502 i/c all cess, labour cess, levy, toll fee, royalty, cost of bitumen emulsion (s.s. type) contractor profit but excluding gst. 3 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen (vg-10) 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 as per technical specification clause 508 i/c providing and applying tack coat with bitumen (vg-10) using bitumen distributor @ 0.35 kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503 followed by providing and laying seal coat to sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type-c as per technical specification clause 510 i/c all taxs, labour cess, levy, toll fee, royalty, cost of bitumen, contractor profit but excluding gst. 4 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.(royality removed by govt. ) for small works/ abadi area. (where machine can not move )si no. 253a i/c all cess, labour cess, levy, toll fee, royalty, contractor profit but excluding gst.