what is the salary of civil engineer in india per month


 what is the salary of civil engineer in india per month

Average salary: for fresher 10k to 18k per month  and above 10 years experience holder 70k after tanning A civil engineering in india average monthly income 45k.

Career 

  • Construction 
  1. Government sector 
  2. privet sector
  3. Project  management Consultancy (PMC)
  • Design and consultancy
  1. Design
  2. Auto cad
  • Teaching (Education)

Government sector : Gov. job in a construction sector top most job. Average salary 60k. to 80k per month .

working time 10:00AM to 5:00 AM .but in PSU company salary 1 lac per month on GATE through 

Privat sector : salary and package its depend on experience. construction sector is raff and tuff sector .working time is 8:00AM to 8:00PM. No Gov. holiday match in this sector and no weekend holiday . construction sector is 1.63 % of total GDP. 

Experience          Salary             Designation               

1-2 yrs                    10k-18k              GET/DET

2-5yrs                     18k-40k              JE/AE

5-8yrs                     40k-50k              Engineer

8-10yrs                   50k-65k             Senior Engineer 

10-14 yrs                65k-1lac             APM/DPM/PM

14-20yrs                 1lac-1.5lac         AGM/GGM/JGM/GM

20-25yrs                 1.5-2.5lac          AVP/VP    

 Design and consultancy : Design and consultancy sector is better then constriction sector its not a labor related work. its completely design and auto cad work. working time 10:00am to 5:00pm . all gov. holiday match this sector and Sunday weekend day.



Job : 

  1. Construction 
  2. Design and Auto cad
  3. PMC 
  4. Gov, Engineer
  5. Teaching
  6. Cement company
  7. Steel company

Comments

Post a Comment

Popular posts from this blog

Number of cubes for concrete as per is code

Image
 Number of cubes for concrete as per is code The minimum frequency of sampling of concrete of the each grade shall be in accordance with the following Quantity of concrete in the work in m 3 Number of sample 1-5 1 6-15 2 16-30 3 31-50 4 51 and above 4 plus one additional sample for each additional 50m 3      Characteristic Compressive Strength Compliance Requirement : Specified grade Mean of the group of 4 non-overlapping consecutive test results in N/mm 2 Individual test results in N/mm 2 M-15 >= fck + 0.825 x established standard deviation (rounded off to nearest 0.5 N/mm 2 ) or fck + 3 N/mm 2 whichever is greater >=fck – 3 N/mm 2 M-20 or above >= fck + 0.825 x established standard deviation (rounded off to nearest 0.5 N/mm 2 ) or fck + 4 N/mm 2 whichever is greater >= fck – 4 N/mm 2 Note : at least one sample taken
Read more

Silt Content Test as per IS Code

Image
Silt Content Test as per IS Code   Take a little sand and rub the same in hand, if palm remain clean it can be assumed that sand is free of silt that called is silt content test . It is hand test. Frequency of testing  Every 20cum or more frequency as decided by engineer in charge  Permissible limit   Acceptance standard -maximum permissible limit silt content shall not be " more than 8%"  as per is code 383 and as per CPWD specification  Note: (i) If silt content is more, corrective action taken should be noted in column 10 and silt content referred after such action  and recorded in the register.             (i) Fine aggregate contenting more silt than allowable percentage shall be washed so that the silt contents are with in prescribed limit for which nothing shall be paid  Test for silt content  The method for determining silt contents is as follows:     A sample of sand to be tested shall be placed with out drying in a 200 ml measuring cylinder the volume of sample shal
Read more

1:2:4 concrete mix calculator

Image
 1:2:4 concrete mix calculator concrete mix1:2:4 mins one is cement and two is sand(fine aggregate) and 4 is stone chip (coarse aggregate) coarse aggregate is two type 10mm and 20mm , 10mm will be 40 percentage and 20mm will be 60 percentage (for batter mixing) 1 cum wet volume =1.53cum dry volume Ratio is 1:2:4=1+2+4=7 cement :  1/7x1.53=0.22/0.035=6.24 Bag =313 kg (cement unit volume 1450=50/1450=0.035) Sand (fine aggregate): 1/7x1.53x2=0.44 cum=15.43cft Coarse aggregate: 1/7x4x1.53=0.87 cum = 30.87 cft 10mm :  0.87x0.40=0.35cum = 12.28cft 20mm : 0.87x 0.60=0.522 cum =18.43cft Water : water cement ratio as per IS 456 0.45 to 0.6 . we  assume 0.5 if plasticizer is not provided=313x0.5=156.5liter (slump maintain for 100mm , if water cement ratio is more and give strength is less so maintain minimum water cement ratio) if plasticizer is used then it will be 0.8 percent of cement =0.008x313 =2.54 liter Note: it is nominal mix M20 grade , its not design mix This type of nominal mix are u
Read more