Sir kia btawn mn apko k apki videos k kitna wait krta hoon mn or kitny shoq sy usko daikhta hoon.... Mn apka bht bara fan hoon aap k pass bht knoweldge ha... Aap sy aik request ha aap aik building lain or us project ka poora estimate karain jis mn (BBS, Rate Analysis, BOQ) detail sy ho or uskii drawings apni website par upload karain jab aap koi bii project complete krvain gay to ya bht helpfull hoga ham logn k liay..... Plz ya kaam karain aap project koii detail sy kr dain.... Tnxx & love from islamabad pakistan..... ❤️❤️❤️😍😍😍😘😘😘
@mohammadshoeb4539
5 жыл бұрын
Thank for this type of video, very help ful for billing
@MdThoufeeq-di1jk
18 күн бұрын
I have one doubt in beam shuttering RB 1 we will calculate inner side in that the total length is 4.9 in that condition we have to deduct another beam length because in that length we didn't do shuttering it will come i think Rb5 pls clarify it
@vikasnishad9968
Жыл бұрын
Sir billing ke liye ek seperate playlist bna digiye. Jisse hum billing ka work sikh skte h
@arulselvam2214
3 жыл бұрын
Superbb
@YatishPriyadarshi
4 жыл бұрын
Sahi video hai 👍
@pradummanchauhan3647
2 жыл бұрын
Sir column ka shuttering kis hieght lete hain ,isme aap slab ,beam ka nikal diye hai ,column ka chhod diye hain, batayiye sir vo kAise niklega
@shafiullahharifal9527
10 ай бұрын
Sir can you please tell me that which formula is written in the last row of "Less Beam Area"? And can you please send me the excel sheet for practice?
@mdnakiullah4079
2 жыл бұрын
jab sum of beam lenth minus kiya phir sum of beam wodth v minus hona chahiye na sir in concrete calculation
@pankajbisht9060
5 жыл бұрын
Very helpful viedo sir you rock
@jogindardeshwal1814
5 жыл бұрын
It's helpful
@ahsanansari2028
3 жыл бұрын
but what about column area that should also be deduct from whole slab area sir
@anuragkhati4547
Жыл бұрын
Yes same question
@_Burhan_CE
3 жыл бұрын
sir as per is 1200 norms 0.4 m^2 se kam opening ho to shuttering may deduction nahi hoga na ..par hamne yaha RB5 may kiya hai
@kunaljha6837
2 жыл бұрын
Ye kisi specific opening/cutouts ke liye hai or columns opening ke liye hai yha par ham us length ki shuttering ka measurement 1 bar de chuke hai rb1,2,3 me to us ko Esme jodenge to wo 2 bar ho jayega essiliye hamne deduct nhi kiya
@rajeshkumar-cb9uv
Жыл бұрын
Nice 👍
@allindiaviralnews407
3 жыл бұрын
beam ke bottom me brick masonary aata he to uski shuttering count hoti he ??
@khanhero7864
2 жыл бұрын
Nice
@mfaisaldilshad6784
5 жыл бұрын
Very nice sir
@SUSHANTKUMAR-bz5lv
5 жыл бұрын
Helpful information
@vikashuniyal2306
5 жыл бұрын
Very useful vedio
@srikantakumarnahak5792
5 жыл бұрын
what is the section B in this drawing ?plz explain sir ......i really love ur explaining quality about construction work
@jogindardeshwal1814
5 жыл бұрын
Nice sir
@miteshparmar2015
2 жыл бұрын
Narayan Bless 🙏 You
@er.sohailhukkeri9078
5 жыл бұрын
Thank you so much sir 😍😍😍😍
@AshokKumar-gg4xf
5 жыл бұрын
helpful video sir
@mdnakiullah4079
2 жыл бұрын
sir Beam ka width q nahi minus hua sum kar k qki hamne slab ka total width or lenghth liya tha phir to sum of beam width v minus hona chahiye na
@wpresident1
4 жыл бұрын
what if beams ka thickness alag hota ? tab total length * width * depth * -1 kr skte the kya?
@SunilPatel-nk3pg
5 жыл бұрын
Sir add bbs also in next part of it
@vishwamohansingh161
5 жыл бұрын
Yes its smart work
@erabsar392
5 жыл бұрын
Sir apke New videos ka wait krta h
@rksingh1061
5 жыл бұрын
Welcome
@ashishrawat1629
5 жыл бұрын
Sir road construction ki video upload karo (WMM Road, GSB and bitumen road) please upload A video
@abdullahahmad9565
3 жыл бұрын
Sir jo 900 vala projection hai uska ap ne bottom shuttering calculate Kyun nhi kre?
@shahzadsultan667
4 жыл бұрын
How to calculate staircase shuttering Area??
@erabsar392
5 жыл бұрын
I love you sir
@bollywoodhitsmusic7173
3 жыл бұрын
E mamuli process,but center line mey bataye.
@ankushnowal
3 жыл бұрын
Error kaise nahi hai..you took end to end measurement for slab shuttering jisme columns bhi aa gaye..deduction kari hai beam ki. Column bottom bhi aa gaye isme. Pls comment.
@kunaljha6837
2 жыл бұрын
Agar column ka area 0.4 sqm se jyada hai tabhi wo shuttering area se deduct Kiya jayega warna nhi
@sanilbele3576
3 жыл бұрын
Arey sir apne to IS 1200 part 5 padhi nhi sahi se...usme point no.6.6 padhiye..jisme likha hai no deduction shall be made from the formwork of the main beam where the secondary beam intersect it.
@shadabmojib4910
5 жыл бұрын
Sir please QS work btao aap with some software
@chandbasha1243
3 жыл бұрын
You didn't consider the toughess part colum concrete. Can you make video for column qty of concrete how much height is generally considered. Upto top of slab or bottom of slab or bottom of beam. As per this explanation it is recommended that column height shall consider upto top of slab
@kunaljha6837
2 жыл бұрын
As per IS1200 MODE OF MEASUREMENT FOR CONCRETE WORKS the height of column should be taken from top of slab to bottom of slab.
@AmitKumar-oz9gu
Жыл бұрын
😊😊😅😅😊😅😊
@AmitKumar-oz9gu
Жыл бұрын
😊😊😅😅😊😅😊
@Ajit551kumar
3 жыл бұрын
stirrup details kaise read karna hai ∅8-2L 15@100+@150+ 15@100c/c
@nasar737
3 жыл бұрын
Inner side formwork calculate nhi kiya h aap ne
@Specialzone007
3 жыл бұрын
beam depth should detected from slab.. and than take shuttering measurement..
@vaibhavjainful
2 жыл бұрын
Sir,Can you provide me Excel sheet for practice
@trendingindia4313
Жыл бұрын
Excel ki copy link format
@montychauhan1233
2 жыл бұрын
Brother column area ko na to deduct kita na hi add kiya. Big mistake
@surajjha294
4 жыл бұрын
Why beam length multiple by 2
@dessyndinda1201
4 жыл бұрын
Because you are putting the formwork on both sides of the beam
@mehulpanchal5454
Жыл бұрын
Colum ki shuttring ka bataya nahi beam
@minoor3533
4 жыл бұрын
Link sent kroge excel file download ke liye
@yashwanthreddy6080
4 жыл бұрын
You should have taken 5.5m length ....instead of 4m length of side extra slab portion because 1.5m+ in front and 1.5m- deducted in back...so it will remain same 5.5m @10:00
@StudyWithZiaur
5 жыл бұрын
Excel sheet plzz
@ujwallakhan9644
5 жыл бұрын
Sir you are not considering column size in concrete quantity and also your consideration is wrong because shuttering qty of inner beam side not deducted by secondary beam size LxB
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