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Estimating and Costing

Estimating and Costing
Anti-siphonage pipe is connected to

Side of water closet
Top of P trap W.C.
Main soil pipe
Bottom of P trap W.C.

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Estimating and Costing
The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as

Surface dressing
Cutting
Surface excavation
Excavation

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

Water closets
Flushing pipes
Lavatory basins
All listed here

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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

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

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Estimating and Costing
For 12 mm thick cement plastering 1 : 6 on 100 sq.m new brick work, the quantity of cement required, is

0.247 m³
0.200 m³
0.274 m³
0.295 m³

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

4.00 cum
1.00 cum
3.00 cum
2.00 cum

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