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Estimating and Costing

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

0.25 kg
0.75 kg
1.00 kg
0.50 kg

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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

3225 m³
3250 m³
3275 m³
3300 m³

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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
3225 m³
3250 m³
3275 m³

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

Meters
Sq. m
Cub. m
None of these

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

40 minutes
30 minutes
25 minutes
20 minutes

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Estimating and Costing
While preparing a detailed estimate

Area should be measured correct to 0.01 sqm
Volume should be measured correct to 0.01 cum
All of these
Dimension should be measured correct to 0.01 m

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