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

26,000 m³

27,000 m³

26,500 m³

27,500 m³

26,000 m³

27,000 m³

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Estimating and Costing
Anti-siphonage pipe is connected to

Main soil pipe

Top of P trap W.C.

Bottom of P trap W.C.

Side of water closet

Main soil pipe

Top of P trap W.C.

Bottom of P trap W.C.

Side of water closet

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Estimating and Costing
The floor area includes the area of the balcony up to

0.75

0.25

1

0.5

0.75

0.25

1

0.5

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Estimating and Costing
The correct Prismoidal formula for volume is

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

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

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

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Estimating and Costing
The measurement is made for stone work in square metre in case of

Wall facing

(A) and (B) of the above

Columns, lintels, copings

Building work

Wall facing

(A) and (B) of the above

Columns, lintels, copings

Building work

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Estimating and Costing
The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is

L + (2 × 0.42 d)

L - (2 × 0.4 d)

L + 0.42 d

L - (0.42 d)

L + (2 × 0.42 d)

L - (2 × 0.4 d)

L + 0.42 d

L - (0.42 d)

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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 Anti-siphonage pipe is connected to

Estimating and Costing The floor area includes the area of the balcony up to

Estimating and Costing The correct Prismoidal formula for volume is

Estimating and Costing The measurement is made for stone work in square metre in case of

Estimating and Costing The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, 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
Anti-siphonage pipe is connected to

Estimating and Costing
The floor area includes the area of the balcony up to

Estimating and Costing
The correct Prismoidal formula for volume is

Estimating and Costing
The measurement is made for stone work in square metre in case of

Estimating and Costing
The total length of a cranked bar through a distance (d) at 45° in case of a beam of effective length L, is