Hi, need to build a single storey building with size of ~180ft by 300ft, use as a training centre, need to complete it in 2 months time, any design and built contractor to recommend. Urgent..
Hi there! Why do engineers hate the management? How do you feel if your management said something like..."technically you are correct, but your information is useless" to an engineer? I find this rather interesting because there's a lot of bullshit going on around.
Last but not least, one of the engineers told me that he has no problem whatsoever in handling his d*** (as in his engineering stuff) but no way he is near good to leading others to hold their dicks as good as him. I told him it's not good enough to be good enough to excel in the things you do technically but once you hit the "senior" level, you need to change your ball game altogether. Did I give him a sound advice or am I a d*** by putting pressure on him?
Before that, one last question. I know water is a very insistent substance but WHY THE CHOCOFUDGE THERE IS SOOOOOOOOO MANY POTHOLES/CHUCKHOLES/KETTLES AROUND IN KUALA LUMPUR? I was thinking of claiming compensation from the local council...Should I or shouldn't I? Oh bummer, that's two questions.
Thank you.
(1) that's why construction is not a one man show things. u can't complete with ur own knowledge. but it's important to know ur role. Few role that might explain ur doubt is follow, Architect - Artistic mindset and he/she don't have to consider much abt possibility as that is not his/her job. their role is architecture of the building, which mean how building will look like. Engineer - Make the design of Architect viable by putting the column here and there to cater the shape Architect want. if it's impossible to design that way (eg. maybe the column span is too far and not possible to design the architecture architect want), he will advise on architect and architect have to change the element. Project Management Consultant - this is the part where it make all parties into 1. makesure all the consultants and main contractor are coordinated when come to contractual issue and work issue.
in some project, there don't have project management consultant (to save money) and architect will take that role.
there are more parties involve like interior designer, landscape architect, lighting consultant, façade design consultant and etc. below video very well in demonstrate on different parties expertise and their concern of things. and very hilarious also. I like how they bring up this issue
(2) those hole or whatsoever is due to poor workmanship or underground earth movement. when come to workmanship the work probably not well executed. example not really well compacted b4 laying of pre-mix (aka tar road). the other case is like because of u have construction that doing earthwork at adjacent building, underground soil will have movement due to gravity force to replace the void as adjacent building removing some earth, that cause hollow underneath and hole will definitely form once vehicle run on top. there are many reasons la
Hi, need to build a single storey building with size of ~180ft by 300ft, use as a training centre, need to complete it in 2 months time, any design and built contractor to recommend. Urgent..
let me ask see if my friend have do or not. he is PE and frequently doing submission for his client.
Is it true you always have to go Tongsan KTV to entertain?
those KTV think is those subcon-maincon low level kind of entertainment. u haven't saw consultant entertain client representative by inviting them to a high end penthouse and do lot of hanky panky kind of stuff there. or the other level, developer entertain banking officer.
those KTV think is those subcon-maincon low level kind of entertainment. u haven't saw consultant entertain client representative by inviting them to a high end penthouse and do lot of hanky panky kind of stuff there. or the other level, developer entertain banking officer.
issit? consultant also bring developer to tongsan KTV wan wor...
so now that CP already sweep yellow clean, where you all go ah?
if normal lunch or dinner usually would be fine for me to go la. sometimes maybe ask them sponsor on company event. hanky panky stuff is big nono to me
I've always wondered how a multi-storey building are joined between each storeys. I can see steel rods poking out of a freshly made concrete column and as another level is being constructed, are these steel rods joined to the next floor up by welding or just somehow twisted together? Please enlighten.
if normal lunch or dinner usually would be fine for me to go la. sometimes maybe ask them sponsor on company event. hanky panky stuff is big nono to me
I've always wondered how a multi-storey building are joined between each storeys. I can see steel rods poking out of a freshly made concrete column and as another level is being constructed, are these steel rods joined to the next floor up by welding or just somehow twisted together? Please enlighten.
good that u have curiosity
it's like the following picture. SFL mean slab finish level (eg. level 1), so the steel bar will come out from the slab with length 52D (meaning 52 x bar diameter, if the bar is 32Ø then the steel bar have to come out 1664mm from floor concrete). so when they wanna cast another storey, they will lap this steel bar then cast concrete again to continue.
it's like the following picture. SFL mean slab finish level (eg. level 1), so the steel bar will come out from the slab with length 52D (meaning 52 x bar diameter, if the bar is 32Ø then the steel bar have to come out 1664mm from floor concrete). so when they wanna cast another storey, they will lap this steel bar then cast concrete again to continue.
Ok thanks for this. Looks like the lower lower steel bar and upper level steel bars are joined only by the concrete poured in (and the bars overlap each other), and they are not welded together (or other means). Makes one think what will happen if a strong horizontal shear force is applied to the column with the overlapping steel bars.
What's a difference between prime cost and provisional sum? Can you cite some examples? Thanks.
Prime cost is a contract client negotiate with a subcontractor namely nominated subcontractor. after negotiate the price, they put the subcontractor under main contractor and compel main contractor to award the works to him. by doing this, main contractor have no control over price but merely a certain percentage of profit and attendance. usually 3% mark up. good thing is the nominated subcontractor have a privity of contract established with client, so if the nominated is defaulted, main contractor can recover the cost from client if it is not enough to recover from nominated subcontractor.
Provisional sum is the sum allowed for the trade that is still uncertain during tender stage. as those work couldn't defined until the construction is commence.