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Basic knowledge for CivilEngineering to know before entering into job



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1.Common misconception is that all civil engineers will be site engineers which is wrong. There will be civil engineers in the following functions too.


  • Planning
  • Contracts  
  • Quantity survey
  • Tendering and bidding
  • Design
  • Quality Control,


2. When it comes to site execution,

Every civil engineer must know that the supervisors working under them are not their slaves.

We earn respect only when we show some respect to our juniors level engineers or supervisors.

When safety department in-charge says something, civil engineers need to follow to avoid any unwanted circumstances (like accidents or death in the site).

Don't waste the scrap. Recycle it and reuse it.

Ex: You can even use unwanted cut steel bars for barricading purpose.

3. When it comes to project execution,

Every civil engineer's ultimate aim should be completing the project within the stipulated time without any delay and within the specified budget

  • Minimum thickness of slab is 125 mm.
  • Water absorption should not be more than 15 %.
  • Dimension tolerance for cubes + – 2 mm.
  • Compressive strength of Bricks is 3.5 N /mm2
  • Maximum Free fall of concrete allowed is 1.50 m.
  • In soil filling as per IS code for every 100 sqm 3 sample for core cutting test should be taken.
  • Electrical conduits shall not run in column
  • Earth work excavation for basement above 3 m should be stepped form.
  • Any back filling shall be compacted 95% of dry density at the optimum moisture content and in layers not more than 200mm for filling above structure and 300 mm for no structure
  • A set of cube tests shall be carried out for each 30 cum of concrete / each levels of casting / each batch of cement.
  • Water cement ratio for different grades of concrete shall not exceed 0.45 for M20 and above and 0.50 For M10 / M15 contractor
  • For concrete grades M20 and above approved admixture shall be used as per mix design requirements.
  • Cement shall be stored in dry places on a raised platform about 200mm above floor level and 300mm away from walls. Bags to be stacked not more than 10 bags high in such a manner that it is adequately protected from moisture and contamination.
  • Samples from fresh concrete shall be taken and at least a set of 6 cubes of 150mm shall be prepared and cured. 3 Cubes each at 7 days and 28 days shall be tested for compressive strength. The test results should be submitted to engineer for approval. If results are unsatisfactory necessary action/rectification/remedial measures has to be exercised.


Water used for both mixing and curing shall be clean and free from injurious amounts of oils, acids, alkalies, salts, sugar and organic materials or other substances that may be deleterious to concrete or steel. The ph shall be generally between 6 and 8.
Cement shall be tested for its setting.

1. The initial setting time shall not be less than 30 minutes.
2. The final setting time shall not be more than 10 hours.

  • Slump IS 456 
  • Lightly reinforced 25 – 75 mm
  • Heavily reinforced 75 – 100 mm
  • Trench fill (insitu & Tremie) 100 – 150 mm (For Tremie no need of vibrator)
  • Curing Days Required 
  • Super Sulphate cement : 7 days
  • Ordinary Portland cement OPC : 10 days
  • Minerals and Admixture added cement : 14 days

There are many other things but I felt these are most important.
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