why you considers yourself suitable for the post of site
engineer
Answers were Sorted based on User's Feedback
Answer / mamatha
Bcoz of my capability to plan the material and labour
requirement weekly and monthly.And also adhering to those
targets thus completing the project in time.
| Is This Answer Correct ? | 19 Yes | 5 No |
Answer / sumeet
as i think that i am capable of doing this kind of work as i
did many work visit and liked to do work in the field. also
im good at management so i wold love to handle the situation.
| Is This Answer Correct ? | 9 Yes | 7 No |
Answer / shahzad
actually so far as i think that i'm capable of doing such kind of work b,coz previously i'hv workd some where and entirely awared with the terminology of site work.thats why i like to work on site and feel suitable for this position
| Is This Answer Correct ? | 1 Yes | 0 No |
Answer / nitesh
i think m suitable to work as a site engineer because i m too curious to manage the things around me and the tasks allotted in the most efficient manner.i think that i can suitablt adjust myself in the workng environment of the organisation and too in an effefective manner for the growth company..
| Is This Answer Correct ? | 1 Yes | 1 No |
Answer / satish nirmal
site engineer is a monitor of all team member who will work under him and think i can handle very efficiently, as have a passion also to execute the construction work very properly. i like to play a vital role for doing coordination with consultant and architect.
| Is This Answer Correct ? | 0 Yes | 0 No |
how to calculate the quantaty of steel in footing please show me detail procedure with the help of drawing
What is modular elasticity?
How to replace dia of bar in beam like 25mm 3no.S at bottom But due to some reason on site 25mm bar is not available Then is it ok to provide 20mm 4no.S? Give description or Formula to calculate area of steel and replacement?
For the calculation of bearing pressure below the footing, to know whether it is below the safe bearing pressure of the soil, the unit of RCC below ground level to be taken is 25 KN/m3 or (25-15)KN/m3, where 25 is the unit weight of RCC and 15 is the unit weight of soil and whether the weight of backfilling to be taken?
how many bag of cement needed for concreting 14.93 m3 at the ratio of 1:4:6 and 1:5:6
Why does the pressure increase under soil?
Explain the different types of roofing systems?
why does only water ads in concrete?
Required concret Surface Temperature prior to coating of epoxy pain with references ASTM or ACI whatever
What is the strength of concrete with ratio 1:4:8 as per British standard or ACI
where lap is provided in colom?
What is diversion tunnel in a dam?
Civil Engineering (5086)
Mechanical Engineering (4456)
Electrical Engineering (16639)
Electronics Communications (3918)
Chemical Engineering (1095)
Aeronautical Engineering (239)
Bio Engineering (96)
Metallurgy (361)
Industrial Engineering (259)
Instrumentation (3014)
Automobile Engineering (332)
Mechatronics Engineering (97)
Marine Engineering (124)
Power Plant Engineering (172)
Textile Engineering (575)
Production Engineering (25)
Satellite Systems Engineering (106)
Engineering AllOther (1379)