COST ESTIMATION | How To Estimate The Cost Of Reinforced Concrete Structures Part 3

[@bonai3338]

You are amazing I'm so glad I found your content 🙌

[@nirukshanselvendran8649]

excellent video Mr. Ahmed. Eagarly waiting for your next video. And the steel calculation sheet was very impressive. thank you.👍

[@CEPQS]

Thank you for the kind support and wish you all the best 😊👍

[@tahirsaleembhutta2620]

Really the Best teacher ❤

[@CEPQS]

Thank you brother. Wish you all the best

[@solimantalima6649]

Thanks a lot eng.ahmed this is useful videos

[@CEPQS]

Thank you so much for watching! 🙏😊

[@nirukshanselvendran8649]

Mr. Ahmed I have a doubt in the steel calculation sheet. how will you use this steel calculation sheet for the beam steel calculations, for long span beams where it has steels such as top extra at both ends, middle extra bar, bottom curtailed bar, bent up bars, and stirups for both end stirups and middle stirups with different center to center. If you explain how to use your sheet for these calculations in your next video will be much better and help in using your sheet. thank you .

[@CEPQS]

What I usually do is that in case there is extra reinforcement I add half of it to either top or bottom reinforcement. For example if the steel is 3T14 bottom and extra 2T14 midspan I add 1 to the 3 and I put 4T14 in the sheet. Similar for stirrups if you have different numbers near support and midspan take half the near support and add it to the midspan. It will give you weights that are very much near from actuals. For ordering the steel to the site you have to do bar bending schedule and calculate the steel in much deeper details 👍👍

[@tutursudarsono]

​@@CEPQSUsually, you calculated steel/rebar in the BOQ is more a lot than BBS calculation or same?

[@SunToday-vv6le]

My kind appeal to you brother Ahamed Aathil, please make videos for Tendering, Variation, Drawing study and IPA/IPC to work in Saudi Arabia where fresh QS people has been interviewd within the above mentined area. Lots of people are struggling on this area without proper knowledge! Thanks!

[@CEPQS]

Thank you for reaching out, and yes definitely I’ll do videos to cover these areas in the near future. For the time being video on the IPA and IPC are available on the channel and also there is 1 video on tender documents and 1 video on variations. In the future I’ll be adding more for sure, and thank you again for reaching out 🙏👍

[@tahirsaleembhutta2620]

It's super excellent knowable video

[@CEPQS]

Thanks a lot 😊. Very happy you enjoyed it 🙏👍

[@paulinevaraidzomapurisa9334]

Thank you for the video ....always following 😊

[@CEPQS]

So nice of you. thank you for watching

[@unitedummah72]

I have a question please reply. In the steel excel there you put nos of steel in bottom reinforcement column. But what if in my plan they dont show numbers of bar but c/c distance. Like 16T@125mm c/c

[@M.ri77]

Best teacher ❤

[@CEPQS]

Thank you 🙏😊

[@RicardoSemaan]

Best course, thank you👍

[@tutursudarsono]

Great Mr. Ahmed, Steel calculation formula is so great!! I like that, thanks. But, if any cases let say for extra bar or other add rebar in the beam, add ties, maybe custom shape of beam, how do you calculated using by your steel formula calculation?

[@143nafeel]

🎉

[@CEPQS]

I hope you liked it 🙂

[@solomongoderdzishvili7273]

It is Advertisement of your programm or Explanation of cost estimation?

[@CEPQS]

It is a weekly video posted on KZbin

[@SunToday-vv6le]

Fruitful!

[@CEPQS]

Thank you. hope you enjoyed it 🙂

[@PracticalConstructions]

FOE EXTRA BARS HOW WE USE THIS FORMULA?

[@paulinevaraidzomapurisa9334]

Thank you for the video

[@CEPQS]

You're welcome 🙂

[@likha360]

Thanks!

[@CEPQS]

Thank you 🙂🙏

[@mayisrahman]

Form work will be in square metre, but u calculated as cubic metre