why you considers yourself suitable for the post of site
engineer
- 5 Answers
- 13874 Views
- Consultancy, Nalco, Ritspin Synthetics, I also Faced
- E-Mail Answers
Answer Posted / 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 |
Post New Answer View All Answers
Design an underground tank of internal dimensions 6m x 3m x 3m. The soil surrounding the tank always remains dry. The tank shall be provided with a roof slab. The soil weighs 16000 N/m3 having an angle of repose of 30.
how to calculate cost of raw materials of a building for 1000 sqft & also consolidated cost of labour in a 1000 sqft building
In a beam,stirrups are placed closely at ends than at centre due to shear.similarly where would ties be closer to each other-at center or at ends in a column and slab.
How to calculate Acctually Brickwork Quantity in Honey Comb Brick in circular Soak Pit
How to find coloumn vertical cut length floor to floor & lap + bend or anything plz clearfiy
Journal entry Gross salary 10000 Tax 1000 Employee contribution 2000 Employer contribution 2000
what post do you prefer to work in this company and why do you think you can serve better in such position?
can you mail me detailed procedure,entire syllabus and practice papers of mpsc civil engineering branch.I am in third year now
what is mail role & relationship between senior Civil engineer to consultants , Construction manager ,project manager, project engineer ,Technical engineer & qa/qc engineer ? what is the responsibilites of Senior Civil Engineer?
what is c4x light weight cement blocks
Why you are leaving present job?
Explain how you can use different dimension tools in CAD? What are the different dimensions available?
why & what is perchatage we are using fly ash in concrete?
why do we not deduct volume of steel to find actual volume of concrete in practical???
how much to get of BRC lapping in full yield and half yield ?
