Construction of internal road to Taksha under SDP

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. all kind of soil culvert: -

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. All kinds of soil :

Dry random rubble maonery with hard stone in foundation and plinth without bond stone incl. carriagr

Dry random rubble maonery in mud mortor laid in foundation and plinth incl. carriagr

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sands: 4 graded stone aggregate 20mm nominal size). incl. Cost of carriage

providing and layiong MS pipe X-ings 250 mm dia in proper gradient including trenches excavation and refilling and carriage including collectio chamber in 1:3:6 masonery.

Filling available earth (excluding rock in trenches plinth sides of foundation etc) layer not exceeding 20cm in depth, consolidating deposited earth layer by ramming and watering lead up to 50m and lift up to 1.50mtr. incl. Cost of carriage

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth