Prateek Group Project Manager MEP Interview Questions and Answers

Discuss about experience

Q1. Where do you see yourself in next 2 years??
Ans. In a position which is beneficial for both of us and growth
Answered by Farhaz Ahmed
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Q1. How do you track progress in your projects??
Ans. By preparing a schedule and adhering to the same.
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About high rise buildings and construction

Q1. High rise buildings and construction
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Q2. High rise buildings construction
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Q3. About building structure and finishing
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Q4. Safety, quality, cost, time duration
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Q5. Construction management
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Q6. Concrete technology methodology and opration
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Q1. Previous projects prepared thoroughly
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Q2. Technical should be strong abouts elevator
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Q1. Personal Interview Current CTC Current location Expected CTC
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Q1. Projects Details Area of projects Types of projects
Ans. 
The area of projects and types of projects I have worked on vary greatly.
• I have worked on projects in various industries including construction, healthcare, and technology.

• Types of projects I have worked on include software development, building construction, and medical equipment installation.

• I am adaptable and able to quickly learn about new industries and project types.

• I have experience working on both small and lar
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Q1. Structure steel
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Q2. Interior work
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Q1. What is FDD field dry density test
Ans. 
FDD field dry density test is a method to determine the density of soil in the field.
• FDD stands for Field Dry Density.

• It is a test conducted on soil to measure its density.

• The test involves extracting a soil sample from the field and determining its dry weight and volume.

• The dry density is calculated by dividing the dry weight of the soil sample by its volume.

• This test helps in assessing the compaction and quality of s
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Q2. FDD is field dry density test of soil
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Q3. How much slump in column concreting
Ans. 
The slump in column concreting should be between 150-175 mm.
• The slump should be measured before pouring the concrete.

• The slump should be consistent throughout the column.

• The slump should not exceed 175 mm to avoid segregation.

• The slump should not be less than 150 mm to ensure proper compaction.

• The slump can be adjusted by adding water or admixtures.

• The slump test should be performed according to ASTM standards.
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Q4. Slump in column concreting 90 to 100 mm
Ans. 
Slump in column concreting 90 to 100 mm
• Slump refers to the consistency of the concrete mix

• A slump of 90 to 100 mm indicates a very wet and unstable mix

• This can lead to issues with the structural integrity of the column

• Possible causes include incorrect water-cement ratio or improper mixing

• Solutions may include adjusting the mix proportions or using additives to improve stability
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