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Estimating and Costing

Estimating and Costing
The volume is measured correct to the nearest

0.02 cum
0.03 cum
0.04 cum
0.01 cum

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Estimating and Costing
The measurement is made for stone work in square metre in case of

Building work
Columns, lintels, copings
Wall facing
(A) and (B) of the above

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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
½ (Bd + Sd2)
B + d + Sd
Bd + Sd2

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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

39 D
30 D
50 D
59 D

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Estimating and Costing
Pick up the item of work not included in the plinth area estimate

Wall thickness
W' Area
Courtyard area
Room area

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Estimating and Costing
The most reliable estimate is

Preliminary estimate
Cube rate estimate
Plinth area estimate
Detailed estimate

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