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Estimating and Costing

Estimating and Costing
Anti-siphonage pipe is connected to

Side of water closet
Main soil pipe
Bottom of P trap W.C.
Top of P trap W.C.

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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

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

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Estimating and Costing
The following item of earth work is not measured separately.

All listed here
Site clearance
Setting out of works
Steps in deep excavation

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Estimating and Costing
While preparing a detailed estimate

Volume should be measured correct to 0.01 cum
Area should be measured correct to 0.01 sqm
All of these
Dimension should be measured correct to 0.01 m

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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

Mid-section formula
All of these
Trapezoidal formula
Prismoidal formula

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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

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

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