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Estimating and Costing

Estimating and Costing
For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is

1.00 m³
0.94 m³
0.90 m³
0.98 m³

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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)
B × d - Sd1/2
B + d + Sd
Bd + Sd2

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Estimating and Costing
The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is

3300 m³
3275 m³
3250 m³
3225 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

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

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Estimating and Costing
The inspection pit or chamber is a manhole provided in a base drainage system

All of these
At every change of gradient
At every change of direction
At every 30 m intervals

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Estimating and Costing
The expected out turn of brick work in cement mortar in foundation and plinth per mason per day, is

1.00 m³
1.75 m³
1.50 m³
1.25 m³

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