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Estimating and Costing

Estimating and Costing
For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is

0.247 m³
0.295 m³
0.274 m³
0.200 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.

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

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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

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

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

3.00 cum
2.00 cum
1.00 cum
4.00 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

3225 m³
3250 m³
3300 m³
3275 m³

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Estimating and Costing
The most reliable estimate is

Cube rate estimate
Detailed estimate
Plinth area estimate
Preliminary estimate

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