tender for the work of reconstruction of damaged road connecting the residences of office of the chief engineer irrigation works circle moradabad transit field hostel and tubewell colony moradabad to the main road, 1 scraping old painted surface including disposal of all scrapped materials. (by mechanical means). 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 (with 63 - 45 mm size st. ballast) as per technical specification clause 405. 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 threewheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 (with 22.4 - 53 mm size st. ballast) as per technical specification clause 405. 4 providing and applying primer coat with bitumen emulsion (ss0-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 kg/sqm using mechanical means as per technical specification clause 502. 5 providing and applying tack coat with bitumen vg-10 using bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 6 providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. 7 providing and laying of premix sand seal coat with hmp of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.(type-b seal coat) 8 laying cc 1.3.6 using size 10-20 mm graded crushed aggragete i/c cost of all material , labour and t&p etc. 9 laying cc 1.2.4 using size 10-20 graded crushed aggregatae i/c cost of all material , labour and t&p 10 supply & fixing 80 mm thick precast cement concrete i- shape interlocking paver block a with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of o.p cement , smooth high gloss finish , skid reditant. manufactured from rubber moulds through vibro- compression machanism./sqm