Комментарии:
in parapet wall there is some error may be by mistake
ОтветитьExternal plastering
ОтветитьOutstanding...And This is Quite Incredible!!!
ОтветитьWhat about outer plaster / paint ....deduct single face or both face
ОтветитьThanku sir❤️❤️
ОтветитьSir please explaqin calculation of external plaster as well.
ОтветитьCentre Line ka Answer 48.9 ayegha
ОтветитьIf it is combined footing in a single row of columns, does the numbers of junction change or remains the same? Because during excavation for combined footing you have to excavate the whole length of land.
ОтветитьThanks you sir
ОтветитьVery good explanation sir.. Tq
Ответитьthank you sirrr
ОтветитьExtra space me horizontal wall is 2 but vertical is one
ОтветитьH2 2 h apne ek bus liya h 3.3*2=6.6m
ОтветитьCentre wall 53.5m
Horizontal 29.4+vertical 24.1
Bahut help full video hai
ОтветитьGreat...👍🏼
ОтветитьExcellent explanation sir ...but parapett wall me no of wall gltt consider kiya hai aapne
Ответить0.15+0.9+0.15=1.2 not 1.1
Ответитьthank you sir🙏🙏
ОтветитьHi ji
ОтветитьI need an estimate for the service building to include steel
ОтветитьSuper sir❤❤❤❤
Ответитьplease contact number
ОтветитьSb kuch to ache se samaj aa gya
Lekin quantity ka calculation kaise kiye wo smj nhi aya .
G+1 building ka bhi ek video bna dijiye
ОтветитьThank you sir.....
ОтветитьBokasuda
ОтветитьSir a me ak jon student bolche length ,breadth,hight ai tin te ke vaba calculation hoya 'quantity ' 54.20 holo a me ai calculation ta bujhte parchei ne sir. Sudhu matro quantity calculation ti ,sir please reply korban.
ОтветитьSir , The earth filling estimation was wrong sir. Actually we have to deduct the ( plinth width [0.4] - wall thickness[0.3] ) = 0.1 then divides by 2 now the wall sides value was 0.05 So Now , Our Bed Room lenth was 4 x 3 So [ 4-(0.05+0.05) ] = 3.9 ,The value of length L Was 3.9 . We have to do same principal to all the rooms. Actually we are filling plinth level na so how can we calculate from outer walls, some distance is there na from wall outer to plinth outer . so thats why , remaining was too good presentation sir.
ОтветитьHorizontal wall (H2 not calculation for 1 but 1 calculate.
ОтветитьThere are a few mistakes, but it's still a fly high ......🎉🎉🎉🥳🥳🥳🥳
ОтветитьThank U.
Ответитьconcept wise good but there are lots of calculation mistakes are there
ОтветитьThe vale in excavation should be 50.3 - .90\2×10
ОтветитьNice explanation
ОтветитьSame building with RCC columns at corners and suitable places...can you please make a videos on this type of estimate?
ОтветитьIt's point one five not point fifteen 😢. Lecturer fail student failed 😂
ОтветитьThank you so muchhhhh sir ❤❤❤ aap bahot aacha explain karta ho thank you sir ❤❤❤❤❤
ОтветитьEstimation of reinforcement???? Please 🙏
and Shuttering and painting
Estimation of reinforcement not include..?
Ответитьlot of mistakes bro
ОтветитьHard❤
ОтветитьNo estimation for stairs?
ОтветитьBhai, back filling for footing bottom is not included in this video. i.e Above PCC earth filling is needed right.
ОтветитьHow to calculate: 1) brickwork in superstructure. 2) Flooring and skirting Quantity. 3)R.C.C. for roof slab and beams. 4) Total volume of concrete in all footings and plinth beam. 5) internal and external plastering on wall and ceiling. Any one tell ???
Ответить