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Estimating and Costing

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

50 D
39 D
59 D
30 D

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Estimating and Costing
The brick work is not measured in cu m in case of

One or more than one brick wall
Half brick wall
Reinforced brick work
Brick work in arches

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

0.274 m³
0.295 m³
0.200 m³
0.247 m³

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Estimating and Costing
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

27,000 m³
26,000 m³
27,500 m³
26,500 m³

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Estimating and Costing
The unit of measurement is per quintal for the following:

Expanded metal wire netting
M.S. reinforcement of R.C.C. works
Collapsible gates with rails
Rolling shutters

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