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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

0.90 m³
0.94 m³
0.98 m³
1.00 m³

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Estimating and Costing
For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is

0.274 m³
0.200 m³
0.247 m³
0.295 m³

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Estimating and Costing
The expected out turn of 2.5 cm cement concrete floor per mansion per day

7.5 sqm
2.5 sqm
10 sqm
5.0 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

3250 m³
3275 m³
3225 m³
3300 m³

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

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

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Estimating and Costing
If tensile stress of a steel rod of diameter ‘D’ is 1400 kg/cm² and bond stress is 6 kg/cm², the required bond length of the rod is

30 D
59 D
50 D
39 D

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