Permanent Restoration of Road from Dhar to Nambal

Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 1:5:10 ( 1 Cement :5 Coarse sand : 10 graded stone agg. 40mm nominal size) crushed stone agg . All work upto plinth level.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed

Dry random rubble masonary with hard stone in foundation and plinth with bond stone.(Quarry)

Providing and filling Hand Packed Stonein Wire Crates including Cost of Stone and Wire Crates complete job (NSI)

Centring and shuttermg including strutting, propping etc. and removal of form for wall (any thickness) including attached pilasters, buttresses,plinth and string courses etc.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.Non-pressure NP-3 class (Medium duty) R.C.C. pipe. complete 900mm dia. R.C.C. pipe (laying by manual/mechanical means.

Providing and laying Hand packed Stone filling behind R/Wall

Supplying and stacking at site Graded crushed stone aggregate of size of 63mm to 45mm.

Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)