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Estimating and Costing

Estimating and Costing
Cost of fittings and their fixing is specified for the following sanitary fittings

Lavatory basins
Flushing pipes
All listed here
Water closets

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Estimating and Costing
The plinth area of a building not includes

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

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Estimating and Costing
Size, capacity and materials need be specified for

Stop-cocks
Ball valves
Bib-cocks
All of these

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Estimating and Costing
The expected out turn for earth work in excavation in ordinary soil per workman per day is

3.00 cum
1.00 cum
4.00 cum
2.00 cum

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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

3225 m³
3300 m³
3250 m³
3275 m³

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Estimating and Costing
Berms are provided in canals if these are

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

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