tender for remaining part of lavad jamalpur - providing, laying, spreading and compacting stone aggregates of specific sizes 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 2 as per technical specification clause 405-2b including supply of all material, labour, t&p etcalso 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. 2 wbm 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 80-100 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 3 providing and applying primer coat with bitumen emulsion ss-2 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. including supply of all material, labour, t&p etc also includinglabour cess, royalty and all other applicable taxes (but excluding gst) required for proper completion of work as per direction of engineer-in-charge. technical specificaton clasue 502. 4 providing and applying tack coat with bitumen vg-10 grade usingpressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.required for proper completion of work as per direction of engineer-in-charge. technical specificaton clasue(si.no. 503). 5 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. 6 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. 7 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5including all material, labour, taxes but excluding gst 8 brick lining on both side of the road of m-150 bricks 7cm wide 11cm deep laid with mud mortar including labour & supply of brics finished to the required templet and in proper alignment and also including drassing and ramming the excavated earth by the engineer- incharge