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Estimating and Costing

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

5.0 m2
4.0 m2
2.0 m2
1.5 m2

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

0.75 kg
1.00 kg
0.25 kg
0.50 kg

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

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Estimating and Costing
The brick work is measured in sq metre, in case of

All of these
Brick flat soling
Half brick walls or the partition
Honey comb brick work

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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

3275 m³
3250 m³
3225 m³
3300 m³

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Estimating and Costing
Berms are provided in canals if these are

All of these
Fully in embankment
Fully in excavation
Partly in excavation and partly in embankment

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