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Estimating and Costing

Estimating and Costing
The volume is measured correct to the nearest

0.01 cum
0.03 cum
0.02 cum
0.04 cum

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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
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

27,500 m³
26,000 m³
27,000 m³
26,500 m³

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Estimating and Costing
The main factor to be considered while preparing a detailed estimate, is

Transportation of materials
Availability of materials
All of these
Quantity of the materials

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Estimating and Costing
The item of steel work which is measured in sq.m, is

Collapsible gates
Rolling shutters
All listed here
Ventilators and glazing

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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
Floors
Wall panels
All of these

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