The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

Estimating and Costing
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

(6 + 18) chains

None of these

(6 + 15) chains

(6 + 12) chains

(6 + 18) chains

None of these

(6 + 15) chains

(6 + 12) chains

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Estimating and Costing
Berms are provided in canals if these are

Partly in excavation and partly in embankment

Fully in embankment

All of these

Fully in excavation

Partly in excavation and partly in embankment

Fully in embankment

All of these

Fully in excavation

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Estimating and Costing
The measurement is not made in square meters in case of

Form works

Concrete Jeffries

R.C. Chhajja

P.C. (Damp proof course)

Form works

Concrete Jeffries

R.C. Chhajja

P.C. (Damp proof course)

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

Intermediate points having abrupt change in gradient

Right angle to the centre line

All of these

30 meters apart

Intermediate points having abrupt change in gradient

Right angle to the centre line

All of these

30 meters apart

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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

3300 m³

3250 m³

3275 m³

3225 m³

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Estimating and Costing
The slope of the outlet of 'P trap' below the horizontal is kept

10°

14°

12°

8°

10°

14°

12°

8°

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Estimating and Costing

Estimating and Costing The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

Estimating and Costing Berms are provided in canals if these are

Estimating and Costing The measurement is not made in square meters in case of

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

Estimating and Costing The slope of the outlet of 'P trap' below the horizontal is kept

Estimating and Costing
The reduced levels of points, 30 metres apart along the longitudinal section of a road portion between chainages 5 and 9 are shown in the given figure. If there is a uniform up-gradient of the road 120 in 1, the chainage of the point with no filling or cutting is

Estimating and Costing
Berms are provided in canals if these are

Estimating and Costing
The measurement is not made in square meters in case of

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

Estimating and Costing
The slope of the outlet of 'P trap' below the horizontal is kept