Permanent Restoration of Lower Birshalla to Upper Birshalla by way of construction of R/wall and B/wall.

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 : 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).

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

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)

Hand packed stone filling in horizontal on level including cost of stone.

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

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

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

Carriage of Stone avg. lead of 05 km by MT

Carriage of Sand avg. lead of 20 km by MT

Carriage of bajiri (Below 40 mm) avg. lead of 20 km by MT

Carriage of bajiri (Above 40 mm) avg. lead of 20 km by MT

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