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Estimating and Costing

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

2000 m3
500 m3
1500 m3
1000 m3

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Estimating and Costing
The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is

L + 0.42 d
L + (2 × 0.42 d)
L - (2 × 0.4 d)
L - (0.42 d)

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Estimating and Costing
The order of booking dimensions is

None of these
Length, breadth, height
Height, breadth, length
Breadth, length, height

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Estimating and Costing
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

None of these
(6 + 18) chains
(6 + 12) chains
(6 + 15) chains

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Estimating and Costing
The measurement is not made in square meters in case of

P.C. (Damp proof course)
Form works
R.C. Chhajja
Concrete Jeffries

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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

50 D
30 D
39 D
59 D

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