A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

Estimating and Costing
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

26,500 m³

27,500 m³

27,000 m³

26,000 m³

26,500 m³

27,500 m³

27,000 m³

26,000 m³

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Estimating and Costing
As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken

All of these

1.20 liters for 15 users

1.35 for 20 users

1.80 liters for 5 to 10 users

All of these

1.20 liters for 15 users

1.35 for 20 users

1.80 liters for 5 to 10 users

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Estimating and Costing
The damp proof course (D.P.C.) is measured in

Sq. m

Cub. m

None of these

Meters

Sq. m

Cub. m

None of these

Meters

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Estimating and Costing
The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended

150 mm

100 mm

175 mm

200 mm

150 mm

100 mm

175 mm

200 mm

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Estimating and Costing
The brick work is not measured in cu m in case of

Half brick wall

Brick work in arches

One or more than one brick wall

Reinforced brick work

Half brick wall

Brick work in arches

One or more than one brick wall

Reinforced brick work

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Estimating and Costing
The area of a sloping surface of a protective embankment of mean heightâ€˜dâ€™, side slopes S: 1 and length â€˜Lâ€™ is

d Ã— d Ã— s

âˆš[dÂ² Ã— (ds)Â²]

L.D âˆš(1 + sÂ²)

2 L.D âˆš(1 + sÂ²)

d Ã— d Ã— s

âˆš[dÂ² Ã— (ds)Â²]

L.D âˆš(1 + sÂ²)

2 L.D âˆš(1 + sÂ²)

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Estimating and Costing

Estimating and Costing A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

Estimating and Costing As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken

Estimating and Costing The damp proof course (D.P.C.) is measured in

Estimating and Costing The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended

Estimating and Costing The brick work is not measured in cu m in case of

Estimating and Costing The area of a sloping surface of a protective embankment of mean heightâ€˜dâ€™, side slopes S: 1 and length â€˜Lâ€™ is

Estimating and Costing
A portion of an embankment having a uniform up-gradient 1 in 500 is circular with radius 1000 m of the centre line. It subtends 180° at the centre. If the height of the bank is 1 m at the lower end, and side slopes 2:1, the earth work involved.

Estimating and Costing
As per Indian Standard Specifications, the peak discharge for domestic purposes per capita per minute, is taken

Estimating and Costing
The damp proof course (D.P.C.) is measured in

Estimating and Costing
The diameter of a domestic sewer pipe laid at gradient 1 in 100 is recommended

Estimating and Costing
The brick work is not measured in cu m in case of

Estimating and Costing
The area of a sloping surface of a protective embankment of mean heightâ€˜dâ€™, side slopes S: 1 and length â€˜Lâ€™ is