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Estimating and Costing

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

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

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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
3225 m³
3250 m³

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

Root slabs
All of these
Floors
Wall panels

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Estimating and Costing
The weight of an item is measured correct to nearest

0.25 kg
0.50 kg
1.00 kg
0.75 kg

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

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