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Estimating and Costing

Estimating and Costing
The expected out turn of 2.5 cm cement concrete floor per mansion per day

2.5 sqm
10 sqm
5.0 sqm
7.5 sqm

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Estimating and Costing
The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is

d × d × s
L.D √(1 + s²)
2 L.D √(1 + s²)
√[d² × (ds)²]

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Estimating and Costing
The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is

3250 m³
3275 m³
3225 m³
3300 m³

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Estimating and Costing
According to ISI method of measurement, the order of the sequence is

Breadth, length, height
Height, length, breadth
None of these
Length, breadth, height

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Estimating and Costing
Brick walls are measured in sq. m if the thickness of the wall is

15 cm
10 cm
20 cm
None of these

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Estimating and Costing
The damp proof course (D.P.C.) is measured in

Cub. m
Meters
Sq. m
None of these

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