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Estimating and Costing

Estimating and Costing
The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended

100 mm
150 mm
200 mm
175 mm

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Estimating and Costing
The area of a sloping surface of a protective embankment of mean height‘d’, side slopes S: 1 and length ‘L’ is

L.D √(1 + s²)
d × d × s
√[d² × (ds)²]
2 L.D √(1 + s²)

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Estimating and Costing
The plinth area of a building not includes

Area of cantilevered porch
Lift and wall including landing
Internal shaft for sanitary installations up to 2 sq m. in area
Area of the walls at the floor level

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

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Estimating and Costing
The expected out turn of half brick partition wall per mason per day is

1.5 m2
5.0 m2
4.0 m2
2.0 m2

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Estimating and Costing
Carpet area does not include the area of

Bath room and lavatory
Kitchen and pantry
The walls along with doors and other openings
All of these

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