macadamization of ( a ) bhawani nagar lane ward no: 36. ( r&b roads under capex budget ) - engagement of labourfor clearance of site ( complete job ) 2 earth work in surface excavation not exceeding 30 cms in depth but exceeding 1.5 m in width as well as 10 sqm. on planincluding disposal of excavated earth up to 1mtr from cutting edge, and lift upto 1.5 mtr , disposed earth to be levelled and neatly dressed.all kinds of soil, 3 supply and stacking at site 53 mm to 22.4 mm , laying, spreading and compacting stone aggregate of specified sizes to wbm g-iii in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density incl. stone screening of size 13.2mm nominal size / crusher dust ( complete ) 4 providing and applying tack coat using hot straight run bitumen of grade – vg-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg / sqm. 5 providing and applying tack coat using hot straight run bitumen of grade – vg-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. • on bitumen surface @ 0.50 kg / sqm 6 2.5cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete ( tack coat to be paid for separately ) .* with paving asphalt grade vg-30 with no solvent. 7 providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve ) with bitumen using 128 kg of bitumen of grade vg-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete 8 carriage of materials by mechanical transport including loading / unloading & stacking complete.• sand / crusher dust for an average distance 10 km by mt. 9 carriage of materials by mechanical transport including loading / unloading & stacking complete.• stone aggregate below / above 40mm nominal size crushed for an average distance of10 kms.