Slope Stabilization of left embankment of River Jhelum at RD 85.5 km Maloora Spot

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 :

Dumping stone, excluding the cost of stones. In horizontal on level

Supply of stone soling

Providing and laying in position cement concrete of specified grade, including curing but excluding the cost of centring and shuttering. All work up to plinth level with: 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of the specified grade, including curing, but excluding the cost of centring and shuttering. All work up to plinth level with:1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, including curing, but excluding the cost of centering, shuttering, finishing, and reinforcement. All works up to the plinth level. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Dry stone pitching, 225mm thick, including the cost of stones and preparation of the surface. Quarry stone

Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 3.65 cum per 100 sq m on horizontal/side slopes; complete including curing.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Stone Avg. lead 10Km

40mm agg. Avg. lead 20Km

20mm agg. Avg. lead 15Km

Sand Avg. lead 03Km

Cement Avg. lead 03Km