Construction of CMO Office (G Plus I) Noney .

EARTHWORK:

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means 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. a) All kinds of soil.

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

Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete.

CEMENT CONCRETE WORKS:

Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering, - All work upto plinth level:

(a) 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size )

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

RE-INFORCED CEMENT CONCRETE WORKS:

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: