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Estimating and Costing

Estimating and Costing
A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is

500 m3
2000 m3
1500 m3
1000 m3

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

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

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Estimating and Costing
While preparing a detailed estimate

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

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Estimating and Costing
The area is measured correct to the nearest

0.04 sqm
0.01 sqm
0.02 sqm
0.03 sqm

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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
3225 m³
3300 m³
3250 m³

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Estimating and Costing
The plinth area of a building not includes

Internal shaft for sanitary installations up to 2 sq m. in area
Area of the walls at the floor level
Area of cantilevered porch
Lift and wall including landing

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