re-construction work of ( hamirpur kalpi ) sarsai to bhaisapali road . , providing , laying , spreading and compacting stone aggregates of specific sizes 22 . 4-53 mm ( m/b ) to water bound macadam specification including spreading in uniform thickness hand packing , rolling with three wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of coarse aggregate . watering and compacting to the required density as per technical specification clause 405 . ( 3 ) , wbm grading 3 ( with cement @4% ) 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 m in stages to proper grade and camber applying and booming , stone screening to fill-up the intersices of coarse aggregate , watering and compacting to the required density grading 3 as per technical specification clause 405 . including 4% cement ( opc ) & its mixing with rotavater . , providing and applying tack coat with vg-10 grade bitumen using pressure distributor @ 0 . 35 kg . per sqm on the prepared bituminous surface cleaned with machenical broom . as per mord clause 503 ( iii ) as per direction of engineer-in- charge . , 20 mm thick open-graded premix carpet providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13 . 2 mm to 5 . 6 mm aggregates using vg-10 grade bitumen to required line , grade and level to serve as wearing etc . as per mord specific 508 clause as per direction of engineer-in- charge . , providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels , grade and croos fall using type-c , as per technical specification clause 510 , earth work in patri both side mechanically compacted to 95% proctor density in black cotton soil in bundelkhand area requiring use of special t&p such as pick axes and sabbal etc . , excavation to be in the form of regular pits not exceeding 1/2 meter ( 20 ) in depth and earth work in embankment to be in 20 cm ( 8 ) layers , including ramming and dressing the surface to required levels and slopes and also including all required lifts and lead , royality as per govt . circular and all labour , t&p , hire and fuel charges of road roller with driver , vehicle with tanker , water and driver , truck etc . required for proper completion of the work . the works shall be carried out as per schedule item no . 253 ( c ) and section no . 300 of mort&h specification