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Estimating and Costing

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

Stop-cocks
Bib-cocks
Ball valves
All of these

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Estimating and Costing
The rate of payment is made for 100 cu m (per % cu m) in case of

Rock cutting
Excavation in trenches for foundation
All of these
Earth work in excavation

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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 measurement is made for stone work in square metre in case of

Columns, lintels, copings
Building work
(A) and (B) of the above
Wall facing

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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

3250 m³
3275 m³
3225 m³
3300 m³

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Estimating and Costing
The cross-sections for a highway is taken at

Right angle to the centre line
30 meters apart
Intermediate points having abrupt change in gradient
All of these

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