tender for renovation of road of sarehari dy in left bank from km 27.250 to 29.250 - cleaning jungle including uprouting of trank vegetation, grass, buss, wood, tries & saplings of girth up to 30 cm measured at a height of 1 metres above ground level & removel of rubbish upto a distance of 50 metres out side the pariphery of area cleared 2 providing, laying, spreading and compacting stone aggregates of 53-22.4 mm size 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 characteristics of coarse aggregate, watering and compacting to the required density 3 providing and applying primer coat with bitumen cmulsion on prepared surface of granular base including crearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 4 earth work in excavation including lead upto 30m & lift upto 1.5m, excluding mechanical compaction but including manual compaction and dressing to profile in road upto 1.5 m height. as per idsor-2021-22, chap-v, item 5(a) 5 eding with straigth over burntt bricks, laid dry length wise, including excavation, refilling, consolidation with a hand packing and spreading nearly, surplus earth within a lead of 50m 6 providingand applying tack coat with bitumin vg-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 7 providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 with paver and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grade complete as per morth technical specification clause 510 including all cost of labour material and t&p etc. required for proper completion of work. 8 providing and laying seal coat c type sealing the voids in a bituminous surface laid to the specified leved, grade and cross fall 9 providing and laying of hot appliedthermoplastic compound 5mm thick including reflectorising glass beads @500 gms/sqm area thickess of 5mm is exclusinve of surface applied glass beads as per irc-35-2015 the finished surface to be level, uniform and free from streaks and holes