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Estimating and Costing

Estimating and Costing
Due to change in price level, a revised estimate is prepared if the sanctioned estimate exceeds

0.05
0.04
0.025
0.02

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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

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

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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 inspection pit or chamber is a manhole provided in a base drainage system

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

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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
Lift and wall including landing
Internal shaft for sanitary installations up to 2 sq m. in area

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Estimating and Costing
The expected out turn of 2.5 cm cement concrete floor per mansion per day

7.5 sqm
5.0 sqm
10 sqm
2.5 sqm

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