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Estimating and Costing

Estimating and Costing
The expected out turn of cement concrete 1 : 2 : 4 per mason per day is

5.0 m³
3.5 m³
2.5 m³
1.5 m³

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

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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 + Sd
B × d - Sd1/2

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Estimating and Costing
In long and short wall method of estimation, the length of long wall is the centre to centre distance between the walls and

None of these
Half breadth of wall on each side
Breadth of the wall
One fourth breadth of wall on each side

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

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

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Estimating and Costing
Brick walls are measured in sq. m if the thickness of the wall is

10 cm
None of these
20 cm
15 cm

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