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Estimating and Costing

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

175 mm
100 mm
200 mm
150 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
2.5 m³
1.5 m³
5.0 m³

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Estimating and Costing
Pick up the item whose weight is added to the weight of respective item, is

Brackets
All listed here
Bolts
Cleats

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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
3275 m³
3300 m³
3225 m³

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Estimating and Costing
The slope of the outlet of 'P trap' below the horizontal is kept

14°
12°
10°
8°

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Estimating and Costing
The area is measured correct to the nearest

0.03 sqm
0.04 sqm
0.01 sqm
0.02 sqm

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