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Estimating and Costing

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

1.50 m³
1.25 m³
1.75 m³
1.00 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
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

26,000 m³
27,000 m³
27,500 m³
26,500 m³

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

15 cm
None of these
10 cm
20 cm

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Estimating and Costing
The concrete work for the following part of the building of specified thickness is measured in square meters

Root slabs
Wall panels
All of these
Floors

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Estimating and Costing
Berms are provided in canals if these are

Partly in excavation and partly in embankment
All of these
Fully in excavation
Fully in embankment

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