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Estimating and Costing

Estimating and Costing
The rate of an item of work depends on

Specifications of works
Specifications of materials
Proportion of mortar
All of these

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Estimating and Costing
The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is

L.D √(1 + s²)
d × d × s
√[d² × (ds)²]
2 L.D √(1 + s²)

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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
1.50 m³
1.00 m³
1.75 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

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

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Estimating and Costing
The height of the sink of wash basin above floor level is kept

60 cm
80 cm
75 cm to 80 cm
70 cm

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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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