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Estimating and Costing

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

Cub. m
Meters
None of these
Sq. m

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Estimating and Costing
The brick work is measured in sq metre, in case of

Brick flat soling
Honey comb brick work
All of these
Half brick walls or the partition

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

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

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Estimating and Costing
If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is

Bd + Sd2
B × d - Sd1/2
B + d + Sd
½ (Bd + Sd2)

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Estimating and Costing
The detention period in a septic tank is assumed

40 minutes
25 minutes
20 minutes
30 minutes

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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
3250 m³
3225 m³

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