Day to Day emergent nature of repairs, maintenance and restoration works in Tawi, Dhounthly, Prade and VIP sections of PHE Sub-Division Dhounthly

Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge. i) Bituminous road

ii)    Water Bound Macadam Road.

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 mtr. 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 excavated earth as directed all kind of soil 1 mtr from cutting edge.

Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 mtr. in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 mtr.All kinds of soil.

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meters lead a) For Thickness of tiles 10 mm to 25 mm

b) For thickness of tiles above 25 mm and upto 40 mm.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge.