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Estimating and Costing

Estimating and Costing
The damp proof course (D.P.C.) is measured in

Sq. m
None of these
Cub. m
Meters

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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

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

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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
Prismoidal formula
Trapezoidal formula
All of these

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Estimating and Costing
The order of booking dimensions is

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

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Estimating and Costing
The height of the sink of wash basin above floor level is kept

75 cm to 80 cm
70 cm
80 cm
60 cm

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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

3300 m³
3275 m³
3225 m³
3250 m³

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