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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
1.50 m³
1.00 m³
1.75 m³

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Estimating and Costing
Berms are provided in canals if these are

Partly in excavation and partly in embankment
Fully in excavation
All of these
Fully in embankment

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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
3275 m³
3300 m³
3250 m³

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Estimating and Costing
The plinth area of a building not includes

Area of the walls at the floor level
Area of cantilevered porch
Internal shaft for sanitary installations up to 2 sq m. in area
Lift and wall including landing

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Estimating and Costing
While estimating the qualities for the construction of a building, the correct metric unit is

Cubic metre for area
Meter for length
Liter for capacity
Square meters for volume

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

0.50 kg
0.75 kg
1.00 kg
0.25 kg

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