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Estimating and Costing

Estimating and Costing
The floor area includes the area of the balcony up to

0.75
1
0.25
0.5

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Estimating and Costing
The minimum width of a septic tank is taken

90 cm
70 cm
75 cm
80 cm

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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.

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

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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
3300 m³
3225 m³
3250 m³

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Estimating and Costing
If tensile stress of a steel rod of diameter ‘D’ is 1400 kg/cm² and bond stress is 6 kg/cm², the required bond length of the rod is

50 D
39 D
30 D
59 D

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Estimating and Costing
While preparing a detailed estimate

Area should be measured correct to 0.01 sqm
All of these
Dimension should be measured correct to 0.01 m
Volume should be measured correct to 0.01 cum

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