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Estimating and Costing

Estimating and Costing
The most reliable estimate is

Cube rate estimate
Detailed estimate
Plinth area estimate
Preliminary estimate

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Estimating and Costing
The cross-sections for a highway is taken at

Right angle to the centre line
30 meters apart
Intermediate points having abrupt change in gradient
All of these

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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

0.90 m³
1.00 m³
0.94 m³
0.98 m³

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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

1500 m3
2000 m3
500 m3
1000 m3

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Estimating and Costing
The area is measured correct to the nearest

0.01 sqm
0.04 sqm
0.02 sqm
0.03 sqm

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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

3275 m³
3250 m³
3225 m³
3300 m³

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