Widening and Strengthening of Mavasari Suigam Road Km 12/00 to 30/00 km.

Clearing and grubbing road land including prooting rank vegetation grass ushes,shrubs,sapling and trees girth up to 300 m removal of stumps of trees cut earlier and disposal of unserviceable materials(D) By mechanical means in area of thorny jungle

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation) From Borrow area within 15.0 Km. lead Soil cbr more then 8.5.

Engaging earth excavator for scarifying existing B.T.surface 25mm to 30mm depth including stacking useful materials on road side and disposing off remaining stuff and Hire charges of excavator including diesel labourers driver set complete as directed.

Box cutting the road surface to proper slop and camber for making a base of road work including removing the excavated stuff and depositing on the road side slope as directed upto 50 mts, lead.

Providing granular sub-base course in single layers as per gradation made of natural unscreened gravel 70% and Sand 30% material Grading-II in proper proportion as directed including Spreading, Watering & Rolling with vibrator roller as directed.

Providing, laying, spreading and compacting graded stone aggregate to 250mm thick (2 layer each of 125 mm)wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and appying tack coat,Using VG-30 bitumen and mechanical sprayer at the rate of 2.5 kg / 10 sq.mt on B.T surface(DBM) including cleaning the surface etc.. Complete.

Providing and applying primer coat with bitumen emulsion SS-1 on prepared surface of Wet mix Macadam including clearing the road surface and spraying primer of the rate of 7.50 Kg. / 10 Sq.Mt.

Providing and laying 80 mm D.B.M.(2 layer each of 40 mm) with B.T. Aggregate as per MORT&H specification , Bitumen VG-40 Grade for mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of mix heating and mixing the aggregate & asphalt in continuous batch mix plant and transporting to site and spreading the same by sensor paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plant, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery batch mix plant & sensor paver finisher etc. complete.