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Estimating and Costing

Estimating and Costing
For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is

0.98 m³
0.90 m³
1.00 m³
0.94 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

Prismoidal formula
Trapezoidal formula
All of these
Mid-section formula

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

1.5 m³
5.0 m³
2.5 m³
3.5 m³

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Estimating and Costing
In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and

Half breadth of wall on each side
Breadth of the wall
One fourth breadth of wall on each side
None of these

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Estimating and Costing
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

None of these
(6 + 15) chains
(6 + 12) chains
(6 + 18) chains

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

0.25 kg
1.00 kg
0.50 kg
0.75 kg

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