Restoration of Boundary wall and protection bund at Ghora Gali Gool-Ramban.

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. i) All kinds of soil @90%

ii) Ordinary Rock @ 10%

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: i) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 30% boulders

ii) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 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 upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 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 upto/above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.

Dumping of stone including cost of stone in Horizontal on level

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand) ) Nallah

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