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Estimating and Costing

Estimating and Costing
The detention period in a septic tank is assumed

30 minutes
20 minutes
40 minutes
25 minutes

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

1.5 m2
4.0 m2
5.0 m2
2.0 m2

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

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

Meters
Cub. m
Sq. m
None of these

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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

3300 m³
3275 m³
3250 m³
3225 m³

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

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

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