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Estimating and Costing

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

4.0 m2
1.5 m2
2.0 m2
5.0 m2

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

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

Hollow concrete block wall
None of these
R.C.C. structure
Cement concrete in foundation

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Estimating and Costing
The plinth area of a building not includes

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

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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
3250 m³
3275 m³
3225 m³

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

100 mm
200 mm
150 mm
175 mm

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