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

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

3275 m³

3300 m³

3250 m³

3225 m³

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Estimating and Costing
The item of the brick structure measured in sq.m, is

Brick edging

Brick work in arches

Broken glass coping

Reinforced brick work

Brick edging

Brick work in arches

Broken glass coping

Reinforced brick work

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Estimating and Costing
If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is

Â½ (Bd + Sd2)

Bd + Sd2

B + d + Sd

B Ã— d - Sd1/2

Â½ (Bd + Sd2)

Bd + Sd2

B + d + Sd

B Ã— d - Sd1/2

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Estimating and Costing
Referring of given figure, pick up the correct statement from the following:

Length of short walls in-to-in is 3.20 m

The total length of centre line of four walls is 20 m

Length of long wall out-to-out is 6.80 m

All listed here

Length of short walls in-to-in is 3.20 m

The total length of centre line of four walls is 20 m

Length of long wall out-to-out is 6.80 m

All listed here

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Estimating and Costing
The main factor to be considered while preparing a detailed estimate, is

Quantity of the materials

Availability of materials

All of these

Transportation of materials

Quantity of the materials

Availability of materials

All of these

Transportation of materials

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Estimating and Costing
The correct Prismoidal formula for volume is

D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas]

D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas]

D [first area + last area + Ʃ Even area + 2 Ʃ odd areas]

D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas]

D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas]

D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas]

D [first area + last area + Ʃ Even area + 2 Ʃ odd areas]

D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas]

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Estimating and Costing

Estimating and Costing The item of the brick structure measured in sq.m, is

Estimating and Costing If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is

Estimating and Costing Referring of given figure, pick up the correct statement from the following:

Estimating and Costing The main factor to be considered while preparing a detailed estimate, is

Estimating and Costing The correct Prismoidal formula for volume is

Estimating and Costing
The item of the brick structure measured in sq.m, is

Estimating and Costing
If B is the width of formation, d is the height of the embankment, side slope S : 1, for a highway with no transverse slope, the area of cross-section is

Estimating and Costing
Referring of given figure, pick up the correct statement from the following:

Estimating and Costing
The main factor to be considered while preparing a detailed estimate, is

Estimating and Costing
The correct Prismoidal formula for volume is