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Estimating and Costing

Estimating and Costing
Pick up the item of work not included in the plinth area estimate

Wall thickness
Courtyard area
W' Area
Room area

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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

1.75 m³
1.00 m³
1.25 m³
1.50 m³

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Estimating and Costing
The height of the sink of wash basin above floor level is kept

75 cm to 80 cm
80 cm
70 cm
60 cm

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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
27,500 m³
26,500 m³
27,000 m³

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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

3275 m³
3300 m³
3250 m³
3225 m³

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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

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

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