Permanent Restoration Constt. of road L077 Hatli to Badoli call2nd

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 Ordinary soil 80%, Ordinary rock 20%

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 & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size and curing complete

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) incl. all leads, lifts & carriage of material by MT/ H.L.

Centring and shuttering including strutting propping etc and removal of form work for Foundations, footings, bases of columns etc. for mass concrete.

Supplying and packing of stone boulder in 4mm dia (100mm x100m mesh) GI wire crates apron complete as per technical specifications and directions of engineer in charge including cost of wire crates

Back Filling behind abutments ,wing walls and return walls with stone boulders

Carriage of sand for an Average lead of 14.0km.

Carriage of Aggregate for an Average lead of 14.0km. 40mm aggregate

Carriage of Aggregate for an Average lead of 14.0km. 20mm aggregate