Kahara Jai Road By way of R Wall and B Wall in km 1st RD 350 500 under Permanent Restoration UT Capex Road sector 2025 26

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: All kinds of soil :

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:

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

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: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Nallah)

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah)

CARRIAGE OF MATERIALS By Mechanical Transport including loading, unloading and stacking complete

Carriage of Stone at an avg. lead of 04 km by MT

Carriage of Sand / Dust at an avg. lead of 15 km by MT

Carriage of stone aggregate below 40 mm nominal size at an avg. lead of 15 km by MT

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