tender for renovation/recoating of service road between km 0.700 to km 3.200 of aranj dy. - renewing / recoating of service road at aranj dy. from km. 0.700 to 3.200 - providing, laying, spreading and compacting stone aggregates of 53 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 mord specification clause 405. 2 brick edging on both sides of the road of first brick class m--150 8 cm wide and 12 cm deep laid withmud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in charge of the work including material, labour and t&p etc proper completion of the work 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 manual means. clause 502 4 providing and applying tack coat with bitumen vg-10 grade @ 0.30 kg per sqm on the prepared bituminous surface cleaned with as per technical specification clause 503. 5 providing laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm & 11.2 mm size kabrai stone grit @ 1.8 cum & 0.9 cum respectively per 100 sqm area and premixing in suitable plant with bitumen grade vg-10 @ 92 kg per 100 sqm area for 13.2 mm grit & @ 54 kg/100 sqm area for 11.2mm grit,laying & rolling with a smooth wheeled 8-10 ton capacity roller finished to required level & slope also including cost of material labour t&p etc including hire & pol of road roller etc. complete as per directed by e/i 6 providing and laying seal coat type c with 6.7mm kabrai stone grit & bitumen grade vg-10 , includingheatinggrit and bitumen in a suitable plant premixing with bitumen, laying on bituminous surface laid to the specified level grade & cross fall as per detailed pwd specification,grit to be used @ 0.90 cum/100sqm areaand bitumen @ 65 kg/100sqm. 7 jungle clearances of canal bank cutting behaya/sarpat/gondi and other weeds and its propper disposal etc. 8 earth work in making road embankment by mannual labour of more than 1.50m heigth including all lead & lift etc complete.