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Estimating and Costing

Estimating and Costing
The rate of an item of work depends on

Specifications of materials
Specifications of works
Proportion of mortar
All of these

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Estimating and Costing
While preparing a detailed estimate

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

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Estimating and Costing
If tensile stress of a steel rod of diameter ‘D’ is 1400 kg/cm² and bond stress is 6 kg/cm², the required bond length of the rod is

39 D
50 D
30 D
59 D

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

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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

3250 m³
3275 m³
3225 m³
3300 m³

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Estimating and Costing
The order of booking dimensions is

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

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