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Estimating and Costing

Estimating and Costing
The concrete work for the following part of the building of specified thickness is measured in square meters

Root slabs
Wall panels
Floors
All of these

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Estimating and Costing
The expected out turn of half brick partition wall per mason per day is

1.5 m2
5.0 m2
2.0 m2
4.0 m2

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Estimating and Costing
The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is

L - (0.42 d)
L + (2 × 0.42 d)
L + 0.42 d
L - (2 × 0.4 d)

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Estimating and Costing
The item of the brick structure measured in sq.m, is

Brick edging
Reinforced brick work
Broken glass coping
Brick work in arches

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Estimating and Costing
The expected out turn of 12 mm plastering with cement mortar is

6.0 sq m
2.5 sq m
4.0 sq m
8.0 sq m

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Estimating and Costing
The expected out turn of cement concrete 1 : 2 : 4 per mason per day is

3.5 m³
5.0 m³
2.5 m³
1.5 m³

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