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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
150 mm
200 mm
100 mm

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

0.25 kg
0.75 kg
1.00 kg
0.50 kg

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Estimating and Costing
The measurement is made in square metre in case of

None of these
Cement concrete in foundation
R.C.C. structure
Hollow concrete block wall

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

12°
10°
14°
8°

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Estimating and Costing
The cross-section of a road partly in banking and partly in cutting is shown in the given figure. The area of the shaded portion is

½ × (b + rd)²/(r - s)
⅓ × (b - rd)²/(s - r)
⅓ × (b - rd)²/(r - s)
⅓ × (b - rd)²/(r + s)

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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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