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Estimating and Costing

Estimating and Costing
The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is

1.25 m³
1.75 m³
1.50 m³
1.00 m³

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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

All of these
Mid-section formula
Trapezoidal formula
Prismoidal formula

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

0.200 m³
0.295 m³
0.274 m³
0.247 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
27,000 m³
26,000 m³
26,500 m³

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Estimating and Costing
The inspection pit or chamber is a manhole provided in a base drainage system

At every 30 m intervals
At every change of direction
All of these
At every change of gradient

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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
2.5 m³
5.0 m³
1.5 m³

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