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Estimating and Costing

Estimating and Costing
A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is

2000 m3
1500 m3
500 m3
1000 m3

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

175 mm
150 mm
100 mm
200 mm

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Estimating and Costing
The expected out turn of half brick partition wall per mason per day is

2.0 m2
5.0 m2
1.5 m2
4.0 m2

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Estimating and Costing
The expected out turn of 12 mm plastering with cement mortar is

2.5 sq m
6.0 sq m
8.0 sq m
4.0 sq m

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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

3250 m³
3300 m³
3225 m³
3275 m³

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

75 cm
70 cm
80 cm
90 cm

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