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Estimating and Costing

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

0.98 m³
1.00 m³
0.90 m³
0.94 m³

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Estimating and Costing
Berms are provided in canals if these are

Fully in embankment
Fully in excavation
Partly in excavation and partly in embankment
All of these

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

1.00 kg
0.50 kg
0.25 kg
0.75 kg

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Estimating and Costing
If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is

B × d - Sd1/2
B + d + Sd
½ (Bd + Sd2)
Bd + Sd2

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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

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

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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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