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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

1000 m3
2000 m3
500 m3
1500 m3

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

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Estimating and Costing
The main factor to be considered while preparing a detailed estimate, is

Availability of materials
Quantity of the materials
Transportation of materials
All of these

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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
3.5 m³
5.0 m³
2.5 m³

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

8°
10°
12°
14°

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

0.94 m³
1.00 m³
0.98 m³
0.90 m³

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