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Estimating and Costing

Estimating and Costing
The concrete work for the following part of the building of specified thickness is measured in square meters

Root slabs
Wall panels
All of these
Floors

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Estimating and Costing
The cross-sections for a highway is taken at

All of these
Right angle to the centre line
30 meters apart
Intermediate points having abrupt change in gradient

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Estimating and Costing
The plinth area of a building not includes

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

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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
Height, length, breadth
None of these

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Estimating and Costing
If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by

Mid-section formula
Trapezoidal formula
Prismoidal formula
All of these

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Estimating and Costing
The expected out turn for earth work in excavation in ordinary soil per workman per day is

4.00 cum
1.00 cum
2.00 cum
3.00 cum

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