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It is found that the earthwork in excavation required to construct a simple vertical fall for a distributary of 360 cm bed width is 70 m^3. Calculate the total cost required after adding 3% contingencies and 2% work charged establishment if the rate is 40 per m^3 of earth work excavation. 1. 33,012 2. 32,800 3. 32,940 4. 22,996?
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It is found that the earthwork in excavation required to construct a s...
To calculate the total cost required for the earthwork excavation, we need to consider the following factors:

1. Volume of Earthwork Excavation:
Given that the earthwork required to construct the vertical fall is 70 m^3.

2. Contingencies:
A contingency is an allowance made for unforeseen circumstances or events that may arise during the construction process. It is common practice to add a percentage for contingencies to the estimated cost. In this case, the contingency is 3% of the earthwork excavation volume.

3. Work Charged Establishment:
Work charged establishment refers to the administrative and overhead costs associated with the construction project. It is usually added as a percentage of the estimated cost. Here, the work charged establishment is 2% of the total cost.

4. Rate of Earthwork Excavation:
The rate of earthwork excavation is given as 40 per m^3.

Now, let's calculate the total cost required:

Step 1: Calculate the contingency amount:
Contingency = (3/100) * Volume of Earthwork Excavation
Contingency = (3/100) * 70 m^3
Contingency = 2.1 m^3

Step 2: Calculate the adjusted volume of earthwork excavation:
Adjusted Volume = Volume of Earthwork Excavation + Contingency
Adjusted Volume = 70 m^3 + 2.1 m^3
Adjusted Volume = 72.1 m^3

Step 3: Calculate the cost of earthwork excavation:
Cost = Rate of Earthwork Excavation * Adjusted Volume
Cost = 40 * 72.1
Cost = 2884

Step 4: Calculate the work charged establishment amount:
Work Charged Establishment = (2/100) * Cost
Work Charged Establishment = (2/100) * 2884
Work Charged Establishment = 57.68

Step 5: Calculate the total cost required:
Total Cost = Cost + Work Charged Establishment
Total Cost = 2884 + 57.68
Total Cost = 2941.68

Therefore, the total cost required, after adding contingencies and work charged establishment, is approximately 2941.68.
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It is found that the earthwork in excavation required to construct a simple vertical fall for a distributary of 360 cm bed width is 70 m^3. Calculate the total cost required after adding 3% contingencies and 2% work charged establishment if the rate is 40 per m^3 of earth work excavation. 1. 33,012 2. 32,800 3. 32,940 4. 22,996?
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It is found that the earthwork in excavation required to construct a simple vertical fall for a distributary of 360 cm bed width is 70 m^3. Calculate the total cost required after adding 3% contingencies and 2% work charged establishment if the rate is 40 per m^3 of earth work excavation. 1. 33,012 2. 32,800 3. 32,940 4. 22,996? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about It is found that the earthwork in excavation required to construct a simple vertical fall for a distributary of 360 cm bed width is 70 m^3. Calculate the total cost required after adding 3% contingencies and 2% work charged establishment if the rate is 40 per m^3 of earth work excavation. 1. 33,012 2. 32,800 3. 32,940 4. 22,996? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for It is found that the earthwork in excavation required to construct a simple vertical fall for a distributary of 360 cm bed width is 70 m^3. Calculate the total cost required after adding 3% contingencies and 2% work charged establishment if the rate is 40 per m^3 of earth work excavation. 1. 33,012 2. 32,800 3. 32,940 4. 22,996?.
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