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

26,000 m³

27,500 m³

27,000 m³

26,500 m³

26,000 m³

27,500 m³

27,000 m³

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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

Earth work in excavation

Excavation in trenches for foundation

All of these

Rock cutting

Earth work in excavation

Excavation in trenches for foundation

All of these

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Estimating and Costing
The expected out turn for earth work in excavation in ordinary soil per workman per day is

3.00 cum

2.00 cum

1.00 cum

4.00 cum

3.00 cum

2.00 cum

1.00 cum

4.00 cum

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Estimating and Costing
Pick up the correct statement in case of water supply.

All of these

Pipes are classified according to their sizes and quality

Pipes laid in trenches and pipes fixed to walls are measured separately

Cutting through walls and floors are included with the item

All of these

Pipes are classified according to their sizes and quality

Pipes laid in trenches and pipes fixed to walls are measured separately

Cutting through walls and floors are included with the item

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Estimating and Costing
The order of booking dimensions is

Length, breadth, height

None of these

Breadth, length, height

Height, breadth, length

Length, breadth, height

None of these

Breadth, length, height

Height, breadth, length

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Estimating and Costing
The 'centre line method' is specially adopted for estimating

Circular buildings

All of these

Hexagonal buildings

Octagonal buildings

Circular buildings

All of these

Hexagonal buildings

Octagonal buildings

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

Estimating and Costing The expected out turn for earth work in excavation in ordinary soil per workman per day is

Estimating and Costing Pick up the correct statement in case of water supply.

Estimating and Costing The order of booking dimensions is

Estimating and Costing The 'centre line method' is specially adopted for estimating

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

Estimating and Costing
The expected out turn for earth work in excavation in ordinary soil per workman per day is

Estimating and Costing
Pick up the correct statement in case of water supply.

Estimating and Costing
The order of booking dimensions is

Estimating and Costing
The 'centre line method' is specially adopted for estimating