Construction of link Road Tia Balukhar by way of earth work cutting R/Wall, B/Wall km 10th and 11th RD (9750-10620)(Languishing scheme

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: All kinds of soil

Ordinary Rock

Hard Rock (Required blasting)

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

Dry random rubble masonry with hard stone in foundation and plinth: Using quarry stone with bond stone.including carriage complete job.

Dry random rubble masonry with hard stone in foundation and plinth: Using quarry stone with bond stone.(Labour Rate).Stone available at site.

Random rubble masonry with hard stone from quarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)(Including cost of material and carriage complete job)

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)(Crushed) Including cost of material and carriage complete job.

Providing and laying damp-proof course 50 rnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size .including cost of material and carriage complete job

Dumping of stone including cost of stone on horizontal on level.complete job.

NAWANG CHOSGAIL