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

3225 m³

3250 m³

3300 m³

3275 m³

3225 m³

3250 m³

3300 m³

3275 m³

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Estimating and Costing
The weight of an item is measured correct to nearest

0.75 kg

0.25 kg

0.50 kg

1.00 kg

0.75 kg

0.25 kg

0.50 kg

1.00 kg

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Estimating and Costing
Pick up the excavation where measurements are made in square meters for payment.

Ordinary cuttings up to 1 m

Both (B) and (C)

Surface excavation up to 30 cm depths

Surface dressing up to 15 cm depths

Ordinary cuttings up to 1 m

Both (B) and (C)

Surface excavation up to 30 cm depths

Surface dressing up to 15 cm depths

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Estimating and Costing
A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is

1500 m3

2000 m3

1000 m3

500 m3

1500 m3

2000 m3

1000 m3

500 m3

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Estimating and Costing
The volume is measured correct to the nearest

0.04 cum

0.01 cum

0.03 cum

0.02 cum

0.04 cum

0.01 cum

0.03 cum

0.02 cum

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Estimating and Costing
The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as

Cutting

Surface dressing

Surface excavation

Excavation

Cutting

Surface dressing

Surface excavation

Excavation

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Estimating and Costing

Estimating and Costing The weight of an item is measured correct to nearest

Estimating and Costing Pick up the excavation where measurements are made in square meters for payment.

Estimating and Costing A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is

Estimating and Costing The volume is measured correct to the nearest

Estimating and Costing The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as

Estimating and Costing
The weight of an item is measured correct to nearest

Estimating and Costing
Pick up the excavation where measurements are made in square meters for payment.

Estimating and Costing
A cement concrete road is 1000 m long, 8 m wide and 15 cm thick over the sub-base of 10 cm thick gravel. The box cutting in road crust is

Estimating and Costing
The volume is measured correct to the nearest

Estimating and Costing
The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as