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Estimating and Costing

Estimating and Costing
The weight of an item is measured correct to nearest

0.75 kg
1.00 kg
0.50 kg
0.25 kg

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Estimating and Costing
The measurement is made in square metre in case of

None of these
Hollow concrete block wall
Cement concrete in foundation
R.C.C. structure

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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
The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended

200 mm
150 mm
175 mm
100 mm

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Estimating and Costing
The expected out turn of cement concrete 1 : 2 : 4 per mason per day is

3.5 m³
5.0 m³
1.5 m³
2.5 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.

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

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