Permanent Restoration of road from CFC at Kaloha

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Foundations, footings, bases of columns etc. for mass concrete.

Providing and fixing of PVC pipe for weep holes.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

Providing and laying 25 mm thick premix carpet OGPC surfacing with 225 cum and 1.12 cum of stone chipping of 13.2 mm and 11.2 mm size recp. Per 100 sqm and 52 Kg 56 Kg of hor bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size recp. Including a tack coat with hot straight run bitumen including consoldation with rad roller of 6 to 9 tonne capacity etc. complete with paving asphalt grade of VG-10 heated and then mixed with solvent at the rat of 70 grams per Kg of asphalt (including seal coat and tack coat, complete job) New Surface

Carriage of Material sand/ aggregate for an average lead 10 km