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ESTIMATING AND COSTING

Estimating and Costing
If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by

Prismoidal formula
All of these
Trapezoidal formula
Mid-section formula

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Estimating and Costing
Size, capacity and materials need be specified for

All of these
Stop-cocks
Ball valves
Bib-cocks

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Estimating and Costing
The expected out turn of 12 mm plastering with cement mortar is

6.0 sq m
4.0 sq m
2.5 sq m
8.0 sq m

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Estimating and Costing
The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as

Cutting
Surface dressing
Excavation
Surface excavation

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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

Bd + Sd2
½ (Bd + Sd2)
B + d + Sd
B × d - Sd1/2

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