Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed: All kinds of soil.
33
Cum
2
2
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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
30
Cum
3
3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level : 1 : 3 : 6 (1cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).
22
Cum
4
4
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand).
30
Cum
5
5
Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).
3.5
Cum
6
6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level : 1 : 2 : 4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
35
Cum
7
7
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
33.5
Cum
8
8
12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 (1 cement: 3 fine sand).
25
Sqm
9
9
Centering and shuttering including strutting, propping etc and removal of form for foundations, footings, bases of columns, etc for mass concrete.
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