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 Ask me anything abt Construction Industry!, Q&A

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TSiwubpreve
post Oct 17 2014, 01:30 PM, updated 6y ago

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hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

u may join this group too
https://t.me/joinchat/GnpHTxbi4CFMfOC6SSWSgg

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif

This post has been edited by iwubpreve: Mar 13 2019, 01:36 PM
SUSpijaklu
post Oct 17 2014, 02:52 PM

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Recent fuel hike just kicked in for another 10% increase. Will the manufacturer and supplier increase their construction material selling price? Is the main contractor and sub contractor also demanding certain compensation due to this fuel hike?
SUSpijaklu
post Oct 17 2014, 02:54 PM

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I found out that recent quarry materials are hard to secure good grade in compliance with condition of contract. The supplier keeps throwing excused that quarry material in good grade are hard to produce due to irregular mining source or being closed down by authority, but our client not buying this excuse. What way to protect our best interest?

If you insist good grade, supplier will sell you like 30% higher rates. It is common nowaday?
SUSpijaklu
post Oct 17 2014, 02:57 PM

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Workmanship and quality issue.

Indonesian workers wont bulge in giving competitive rates for supply of labours. no doubt their workmanship is average satisfy but their high rates nowaday are killing the industry. They are very demanding nowaday, unlike old day.

If we opted with Bangala or Nepal or Vietnamese as construction workers, although their wages are much cheaper than Indon, but 80% of them are unskilled and lazy.

What would be the best way to overcome this labour issue?

SUSpijaklu
post Oct 17 2014, 03:01 PM

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Main Contractor profit margins. Years before 2008, Main Con still can secure a project at least with 15% profit margin

But nowaday, Main con are suffering thin line of profit margin around 5% to 10%. That if there are no excessive wastage, site corruption and LAD imposed.

Are Main Con business secured nowaday? From my opinion, 8 out of 10 Main Con firms nowaday are poorly performed.

There are no association in malaysia that will safe guard their best interest from these main con. I believe CIDB and MBAM only interested with big player Main Con.
SUSpijaklu
post Oct 17 2014, 03:02 PM

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Still many queries in my mind, but i want to see how good is your understanding for my above stated. thanks
Error404
post Oct 17 2014, 03:18 PM

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How much 1 kilo simen?
ThanatosSwiftfire
post Oct 17 2014, 03:40 PM

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Why are subcontractors so terrible? Why mrt keep accident. Why locals dowan to work in construction?
SUSpijaklu
post Oct 17 2014, 04:02 PM

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QUOTE(ThanatosSwiftfire @ Oct 17 2014, 03:40 PM)
Why are subcontractors so terrible? Why mrt keep accident. Why locals dowan to work in construction?
*
nowaday all construction site wanna safe cost, hence hired PART TIME cheap safety officer just to comply the paper work to JKKP. Thats why
SUSpijaklu
post Oct 17 2014, 04:02 PM

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QUOTE(Error404 @ Oct 17 2014, 03:18 PM)
How much 1 kilo simen?
*
rm25 for 50kg, u do the math
dkk
post Oct 17 2014, 04:21 PM

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QUOTE(pijaklu @ Oct 17 2014, 04:02 PM)
rm25 for 50kg, u do the math
*
The packing is 50kg? Do they come in smaller packing? Maybe 10kg, so when can put in car boot and haul back home. (For DIY home improvement project).
SUSpijaklu
post Oct 17 2014, 04:26 PM

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QUOTE(dkk @ Oct 17 2014, 04:21 PM)
The packing is 50kg? Do they come in smaller packing? Maybe 10kg, so when can put in car boot and haul back home. (For DIY home improvement project).
*
thanks for your enquiries, you may look for smaller packaging at any hardware shop for DIY purpose. They do sell repackaging for any mansory product. take note mansory product shelf life span is 3 months due to local high humid.
SUScall me random
post Oct 17 2014, 04:39 PM

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i hv a question.. this tered here

https://forum.lowyat.net/topic/3381419


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unequalteck
post Oct 17 2014, 04:47 PM

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QUOTE(ThanatosSwiftfire @ Oct 17 2014, 03:40 PM)
Why are subcontractors so terrible? Why mrt keep accident. Why locals dowan to work in construction?
*
Not all subcon are bad.

Not only MRT, almost all construction sites got accident occurred, for MRT such huge project just 3-4 cases considered very less d. Other small project maybe ur current house got pipu died during construction period u also dont know.

Cuz will old faster and low pay. Just like Singapore construction always got vacancy for Malaysian or Indonesian engineer. Because Singaporean want work inside office.

QUOTE(pijaklu @ Oct 17 2014, 04:02 PM)
nowaday all construction site wanna safe cost, hence hired PART TIME cheap safety officer just to comply the paper work to JKKP. Thats why
*
FYI for project like MRT, people in mmc gamuda who doing all these paper work is very high paid
TSiwubpreve
post Oct 17 2014, 05:08 PM

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QUOTE(Error404 @ Oct 17 2014, 03:18 PM)
How much 1 kilo simen?
*
OPC (ordinary Portland cement) is control price item. RM17 / bag. 50kg per bag. minimum purchase is 400 bag la. when unload the cement from trailer they will charge abt 30 cents / bag.

if u only wanna buy 1 bag, hardware shop sell RM20++.

cement will "expired" also. mean those cement that remain unsold for long period after manufactured. so those cement will sell at control price minus RM2 or RM3. just like BLR -2% something like that.

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TSiwubpreve
post Oct 17 2014, 05:10 PM

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QUOTE(ThanatosSwiftfire @ Oct 17 2014, 03:40 PM)
Why are subcontractors so terrible? Why mrt keep accident. Why locals dowan to work in construction?
*
this is more on safety precaution. anyway need to differentiate what is accident and incident. some could be prevent if done proper precaution. some cannot as it is unforeseen. clearly MRT is due to negligence of all parties.

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MeToo
post Oct 17 2014, 05:12 PM

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Why no hot girls working as labourer in construction industry?!
TSiwubpreve
post Oct 17 2014, 05:14 PM

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QUOTE(pijaklu @ Oct 17 2014, 02:52 PM)
Recent fuel hike just kicked in for another 10% increase. Will the manufacturer and supplier increase their construction material selling price? Is the main contractor and sub contractor also demanding certain compensation due to this fuel hike?
*
fuel hike is impact on everything. this is called domino effect. however, in order to be competitive in construction industry, u have to bid the lowest u could. however please take note that this only apply on transparent bidding process, if u know what I mean biggrin.gif
TSiwubpreve
post Oct 17 2014, 05:15 PM

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QUOTE(MeToo @ Oct 17 2014, 05:12 PM)
Why no hot girls working as labourer in construction industry?!
*
not suitable for girl working there. there do have some girl are engineer, but very very less. but there have a lot of girls worked as QS.

generally girl is not suitable.
TSiwubpreve
post Oct 17 2014, 05:19 PM

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QUOTE(dkk @ Oct 17 2014, 04:21 PM)
The packing is 50kg? Do they come in smaller packing? Maybe 10kg, so when can put in car boot and haul back home. (For DIY home improvement project).
*
yes, standard package is 50kg. government control price is RM17 but will up down up down like stock market. those hardware shop repackage it into 1kg per pack also have. RM2 per kg. so u know how much they really earn. RM100 selling price when they split the 50kg pack when actual they just paid for RM17 for 50kg. but of course, minimum order is 400bag in a trailer in order to get that price. deal with trading house normally.
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TSiwubpreve
post Oct 17 2014, 05:24 PM

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QUOTE(unequalteck @ Oct 17 2014, 04:47 PM)
Not all subcon are bad.

Not only MRT, almost all construction sites got accident occurred, for MRT such huge project just 3-4 cases considered very less d. Other small project maybe ur current house got pipu died during construction period u also dont know.

Cuz will old faster and low pay. Just like Singapore construction always got vacancy for Malaysian or Indonesian engineer. Because Singaporean want work inside office.
FYI for project like MRT, people in mmc gamuda who doing all these paper work is very high paid
*
there are many type of contractor. like local chinaman contractor, in order to increase profit they usually spend less on preliminary cost. for Japanese and Korean contractor, they care about safety so much. they truly practice safety first profit second kind of concept.

u know what are those cost would be spent in safety issue? there are plenty
1. sufficient scaffolding
2. sufficient guard rail (on high rise building)
3. safety net (those green colour u saw usually from outside)
4. competent safety officer that do his job well
5. well maintenance on machinery especially tower crane, passenger hoist
6. daily assembly to educate those foreign worker on daily basis
7. a lot more..
MeToo
post Oct 17 2014, 05:32 PM

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QUOTE(iwubpreve @ Oct 17 2014, 05:15 PM)
not suitable for girl working there. there do have some girl are engineer, but very very less. but there have a lot of girls worked as QS.

generally girl is not suitable.
*
I used to do civil work. lady QS and engineer seen before la... but I wondering about female general worker la

» Click to show Spoiler - click again to hide... «

TSiwubpreve
post Oct 17 2014, 05:33 PM

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QUOTE(pijaklu @ Oct 17 2014, 02:54 PM)
I found out that recent quarry materials are hard to secure good grade in compliance with condition of contract. The supplier keeps throwing excused that quarry material in good grade are hard to produce due to irregular mining source or being closed down by authority, but our client not buying this excuse. What way to protect our best interest?

If you insist good grade, supplier will sell you like 30% higher rates. It is common nowaday?
*
if u work as contractor, what u have to do is very simple, just be genuine and do what is right. this is because contractor just a middle person, u are in between client and supplier.

what u have to do is to get few supplier to get the specific item u want, what grade. and tell them u also get other to quote the same thing. so they will felt pressure and quote u according to market price.

eg. let say got a project demand conquas standard (mean very high quality when come to standard), and u ask a subcon to quote u for let's say plastering work. usually they will tell u "hi mr. contractor, I will give u 2 rate, 1 is conquas rate 1 is normal rate". just reply to them, "hey mr. subcontractor, just quote according to the project specification. i'll get other to do the same thing" so they will felt threaten a bit coz they can't quote high if they want to get the job.

so u just have to get few cost comparison and the market price will surface to u.

true story biggrin.gif
ah_suknat
post Oct 17 2014, 05:35 PM

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QUOTE(pijaklu @ Oct 17 2014, 08:02 AM)
rm25 for 50kg, u do the math
*
Really? How come sabah only rm17? When everything is more expensive here?

I buy one bag also that price wor

This post has been edited by ah_suknat: Oct 17 2014, 05:38 PM
TSiwubpreve
post Oct 17 2014, 05:36 PM

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QUOTE(MeToo @ Oct 17 2014, 05:32 PM)
I used to do civil work. lady QS and engineer seen before la... but I wondering about female general worker la

» Click to show Spoiler - click again to hide... «

*
hot girl will get better pay in other job, so why suffer in construction work?
TSiwubpreve
post Oct 17 2014, 05:40 PM

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QUOTE(pijaklu @ Oct 17 2014, 02:57 PM)
Workmanship and quality issue.

Indonesian workers wont bulge in giving competitive rates for supply of labours. no doubt their workmanship is average satisfy but their high rates nowaday are killing the industry. They are very demanding nowaday, unlike old day.

If we opted with Bangala or Nepal or Vietnamese as construction workers, although their wages are much cheaper than Indon, but 80% of them are unskilled and lazy.

What would be the best way to overcome this labour issue?
*
u get what u pay for. cost of labourer from high to low. skill also from high to low.

1. Chinese labourer (mostly is carpenter (furniture), plasterer)
2. Indonesian labourer
3. Myanmar / Pakistani / Vietnamese
4. Bangladeshi

this u have to control yourself. I can tell u u get an Indonesian worker, ur quality might not be achieve the satisfactory u want. u have to get qaqc to control the quality of work and rectify when it is wrong at the beginning. not just about labourer. qaqc does matter too.
TSiwubpreve
post Oct 17 2014, 05:44 PM

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QUOTE(pijaklu @ Oct 17 2014, 03:01 PM)
Main Contractor profit margins. Years before 2008, Main Con still can secure a project at least with 15% profit margin

But nowaday, Main con are suffering thin line of profit margin around 5% to 10%. That if there are no excessive wastage,  site corruption and LAD imposed.

Are Main Con business secured nowaday? From my opinion, 8 out of 10 Main Con firms nowaday are poorly performed.

There are no association in malaysia that will safe guard their best interest from these main con. I believe CIDB and MBAM only interested with big player Main Con.
*
main contractor have to be competitive to get the job. u mark up 15% how u get the job? a competent contractor that know how to plan the work well, they just mark up 3% to 4% as they already have in mind how the work would look like b4 start the work. able to foreseen what would happen during construction and hence prevent a lot of unnecessary expenses. they get additional profit through VO work.

nowadays, high end project mostly is cost overrun. why? because quality always failed. they have to spend extra cost to rectify those poor quality of works. high end project demand good quality of product. u know u spend 1 million on a unit, how fussy would u be?
TSiwubpreve
post Oct 17 2014, 05:49 PM

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QUOTE(call me random @ Oct 17 2014, 04:39 PM)
rclxms.gif

i hv a question.. this tered here

https://forum.lowyat.net/topic/3381419
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*
hi there, good question though irrelevant to my thread. if I were u, I will foreseen the unforeseen. i'll put myself in the shoe of interviewer and think critically what would I ask the interviewee. let's said if I wanna interview a company for a position, I will study their company background. and imagine what kind of question they will ask by pretended I'm in their shoe. maybe they will ask me what is the reason I change the job? why I want to leave current company? what are the strength I have? and etc.

when come to paperwork of course u have to let them know u are sincere. like resume have to put a picture there. will put the detailed information they wanted to know such as what kind of project u handle b4, how much the project worth, the reason u leave. this will show to them they u are genuinely want to get a job and prepared for it. this also reflect ur attitude long b4 they see u personally biggrin.gif

This post has been edited by iwubpreve: Oct 17 2014, 05:52 PM
unequalteck
post Oct 17 2014, 05:54 PM

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QUOTE(iwubpreve @ Oct 17 2014, 05:24 PM)
there are many type of contractor. like local chinaman contractor, in order to increase profit they usually spend less on preliminary cost. for Japanese and Korean contractor, they care about safety so much. they truly practice safety first profit second kind of concept.

u know what are those cost would be spent in safety issue? there are plenty
1. sufficient scaffolding
2. sufficient guard rail (on high rise building)
3. safety net (those green colour u saw usually from outside)
4. competent safety officer that do his job well
5. well maintenance on machinery especially tower crane, passenger hoist
6. daily assembly to educate those foreign worker on daily basis
7. a lot more..
*
Yes, my company got a project with Japanese contractor, they are really discipline and put safety as their first priority, but definitely not mrt project
TSiwubpreve
post Oct 17 2014, 05:59 PM

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QUOTE(unequalteck @ Oct 17 2014, 05:54 PM)
Yes, my company got a project with Japanese contractor, they are really discipline and put safety as their first priority, but definitely not mrt project
*
what ur company doing? Japanese contractor got class 1. like first tier contractor, 2nd tier contractor. first tier is like shimizu, takenaka, taisei and etc. they all listed company in Tokyo. 2nd tier are plenty.
unequalteck
post Oct 17 2014, 06:05 PM

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QUOTE(iwubpreve @ Oct 17 2014, 05:59 PM)
what ur company doing? Japanese contractor got class 1. like first tier contractor, 2nd tier contractor. first tier is like shimizu, takenaka, taisei and etc. they all listed company in Tokyo. 2nd tier are plenty.
*
Langat water transfer
Shimizu nisimasu joint venture (inb4 i don't know how to spell second company name)
Showtime747
post Oct 17 2014, 06:19 PM

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QUOTE(pijaklu @ Oct 17 2014, 04:02 PM)
rm25 for 50kg, u do the math
*
Why your cement so expensive one ? tongue.gif

I see the thread very funny.

1. Iwubpreve start the thread of Q&A

2. Then pijaklu post 5 questions straight, the last one challenge TS's understanding on construction market

3. Then someone ask how much is 1 kilo cement

4. Then pijaklu answer like he is the TS. Is Iwubpreve = pijaklu ? Forgot to log out ? tongue.gif

Anyway, pijaklu's first answer to the question is way off mark...



Showtime747
post Oct 17 2014, 06:22 PM

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QUOTE(iwubpreve @ Oct 17 2014, 05:08 PM)
OPC (ordinary Portland cement) is control price item. RM17 / bag. 50kg per bag. minimum purchase is 400 bag la. when unload the cement from trailer they will charge abt 30 cents / bag.

if u only wanna buy 1 bag, hardware shop sell RM20++.

cement will "expired" also. mean those cement that remain unsold for long period after manufactured. so those cement will sell at control price minus RM2 or RM3. just like BLR -2% something like that.

biggrin.gif
*
Isn't the control price increased ?

And what is the rebate now ? Got to consider that also. Recently got price war ?
Xisuka
post Oct 17 2014, 06:32 PM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif
*
1. There are many types of concrete, how to order?
Malaysia have which type?
When we buy cement via the concrete truck, how to know if thye give the correct concrete we want?

2. Why always every flats, apartments, condos and high rises have leaking problems from floor above after 10 to 15 years?

unequalteck
post Oct 17 2014, 06:55 PM

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QUOTE(Xisuka @ Oct 17 2014, 06:32 PM)
1. There are many types of concrete, how to order?
Malaysia have which type?
When we buy cement via the concrete truck, how to know if thye give the correct concrete we want?

2. Why always every flats, apartments, condos and high rises have leaking problems from floor above after 10 to 15 years?
*
So the site engineer need to do slump test.


Xisuka
post Oct 17 2014, 07:01 PM

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QUOTE(unequalteck @ Oct 17 2014, 06:55 PM)
So the site engineer need to do slump test.
*

Thanks for the respond.

How long will we know the result of the slump test?

how about the rest of the questions?
unequalteck
post Oct 17 2014, 07:06 PM

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QUOTE(Xisuka @ Oct 17 2014, 07:01 PM)
Thanks for the respond.

How long will we know the result of the slump test?

how about the rest of the questions?
*
Slump test can know directly. But need do a few more cube test which required send to lab and wait for report

Regarding the leaking, I not so sure. I'm still quite fresh in this field and work not really related with building works.
TSiwubpreve
post Oct 17 2014, 07:11 PM

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QUOTE(Showtime747 @ Oct 17 2014, 06:22 PM)
Isn't the control price increased ?

And what is the rebate now ? Got to consider that also. Recently got price war ?
*
about 17 plus minus. will increase decrease 1. some trading house give u rebate is because the cement keep too long already. so they sold it cheap to clear the old stock. will hardened when in humid weather if keep it long time
TSiwubpreve
post Oct 17 2014, 07:13 PM

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QUOTE(unequalteck @ Oct 17 2014, 06:55 PM)
So the site engineer need to do slump test.
*
wrong bro, slump test to test the mobility of concrete la doh.gif

This post has been edited by iwubpreve: Oct 17 2014, 07:14 PM
unequalteck
post Oct 17 2014, 07:23 PM

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QUOTE(iwubpreve @ Oct 17 2014, 07:13 PM)
wrong bro, slump test to test the mobility of concrete la doh.gif
*
Slump test is for workability bro. Maybe I misund his question either, slump test to make sure it achieved the quality we wanted

This post has been edited by unequalteck: Oct 17 2014, 07:24 PM
Xisuka
post Oct 17 2014, 07:31 PM

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QUOTE(iwubpreve @ Oct 17 2014, 07:13 PM)
wrong bro, slump test to test the mobility of concrete la doh.gif
*
1. There are many types of concrete, how to order?
Malaysia have which type?
When we buy cement via the concrete truck, how to know if they give the correct concrete as in Type, Quality and Quantity that we want?

2. Why always every flats, apartments, condos and high rises have leaking problems from floor above after 10 to 15 years?
CloudAtla$
post Oct 17 2014, 07:48 PM

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Wat is the difference between marble and granite? where we use this material?
TSiwubpreve
post Oct 17 2014, 07:50 PM

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QUOTE(Xisuka @ Oct 17 2014, 06:32 PM)
1. There are many types of concrete, how to order?
Malaysia have which type?
When we buy cement via the concrete truck, how to know if thye give the correct concrete we want?

2. Why always every flats, apartments, condos and high rises have leaking problems from floor above after 10 to 15 years?
*
concrete is just 1 type. depend what the strength of concrete u want. eg. if u order grade 40N concrete, mean that concrete can stand the force not below 40N/mm2. like he said need send to lab for cube test. however 21 days only u will know the final result as concrete need 21days to achieve that result which is 40N/mm2. usually after u cast a level, consulting engineer not allow u to cast another floor because they want o see the result first. but then also they don't want to hinder the process of work therefore they get the 7 days result. 7th day if got achieve desired strength maybe around 30N then they allow to proceed casting of next floor.

among so many readymix concrete supplier, YTL subsidiary aka buildcon concrete sdn bhd is the smartest concrete supplier. why I said so? the concrete they supply can achieve very close to 40N for 21 days strength maybe like 40.5N or 41N while the rest of concrete supplier achieve more maybe like 44N or 45N. yeah u not heard it wrong, why I said smart that YTL achieve close to 40N which less than other? it's because in concrete, the expensive ingredient is cement. the more cement, the higher the strength. YTL just so precise enough to control the quantity of cement they use so they won't use more but at the same time still can achieve the desire strength. the other supplier will use more because they afraid that the concrete strength will fall below hence they rather spend more cement and subsequently they can't achieve the best optimum qty like YTL do.

to answer ur 2nd question, it is due to the waterproofing layer damaged. it could be many reason, poor workmanship, when owner doing renovation punch through the layer. anyway, only kitchen, toilet and balcony require waterproofing layer on floor.

usually waterproofing vendor will give like 20 years warranty 1.
Xisuka
post Oct 17 2014, 07:56 PM

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QUOTE(iwubpreve @ Oct 17 2014, 07:50 PM)
concrete is just 1 type. depend what the strength of concrete u want. eg. if u order grade 40N concrete, mean that concrete can stand the force not below 40N/mm2. like he said need send to lab for cube test. however 21 days only u will know the final result as concrete need 21days to achieve that result which is 40N/mm2. usually after u cast a level, consulting engineer not allow u to cast another floor because they want o see the result first. but then also they don't want to hinder the process of work therefore they get the 7 days result. 7th day if got achieve desired strength maybe around 30N then they allow to proceed casting of next floor.

among so many readymix concrete supplier, YTL subsidiary aka buildcon concrete sdn bhd is the smartest concrete supplier. why I said so? the concrete they supply can achieve very close to 40N for 21 days strength maybe like 40.5N or 41N while the rest of concrete supplier achieve more maybe like 44N or 45N. yeah u not heard it wrong, why I said smart that YTL achieve close to 40N which less than other? it's because in concrete, the expensive ingredient is cement. the more cement, the higher the strength. YTL just so precise enough to control the quantity of cement they use so they won't use more but at the same time still can achieve the desire strength. the other supplier will use more because they afraid that the concrete strength will fall below hence they rather spend more cement and subsequently they can't achieve the best optimum qty like YTL do.

to answer ur 2nd question, it is due to the waterproofing layer damaged. it could be many reason, poor workmanship, when owner doing renovation punch through the layer. anyway, only kitchen, toilet and balcony require waterproofing layer on floor.

usually waterproofing vendor will give like 20 years warranty 1.
*
Thanks, for the valuable info.
So which readymix concrete grade is better?

I also understand that there are many types/methods of waterproofing. But which ones are better or reliable?
TSiwubpreve
post Oct 17 2014, 08:00 PM

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QUOTE(Xisuka @ Oct 17 2014, 07:31 PM)
1. There are many types of concrete, how to order?
Malaysia have which type?
When we buy cement via the concrete truck, how to know if they give the correct concrete as in Type, Quality and Quantity that we want?

2. Why always every flats, apartments, condos and high rises have leaking problems from floor above after 10 to 15 years?
*
oh ya, concrete only 1 type. however there are additive can add depend what requirement u need. some additive meant for waterproofing, so by add that u have waterproof on the specific area u use. water very difficult to seep through. usually they apply this on ground floor which expose to weather while below is basement. then they apply 1 more waterproof layer before floor tile or stone so they have double protection.

there are other additive to increase the workability of concrete. normal concrete have slump test result 50mm +/- so the concrete will set very fast and can't travel long and flow not so smooth hence less mobility. use to cast the area where travel of concrete is minimal. by add the additive u achieve 75mm+/- and the concrete will not set quickly and flow well. we called it pump mix because when concrete got longer distance to travel, example from ground floor to 15th floor, u need that so concrete can flow well inside the pipe where they use the pump to pump it to higher level.

higher slump test result mean the concrete more watery la biggrin.gif
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post Oct 17 2014, 08:06 PM

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QUOTE(CloudAtla$ @ Oct 17 2014, 07:48 PM)
Wat is the difference between marble and granite? where we use this material?
*
both marble and granite is stone. extract from mountain usually. difference is marble is fragile compared to granite. but marble got vein. the vein on the surface make it so beautiful but at the same time those vein is the thing make it fragile. water might seep in, and also that is the fragile part where crack started.

granite is just 1 tone and look boring. it look consistent but also boring. some architect want very natural design hence marble give them the natural look which fit their requirement well.

marble - black emperado
user posted image

granite - black Galaxy
user posted image

TSiwubpreve
post Oct 17 2014, 08:13 PM

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QUOTE(Xisuka @ Oct 17 2014, 07:56 PM)
Thanks, for the valuable info.
So which readymix concrete grade is better?

I also understand that there are many types/methods of waterproofing. But which ones are better or reliable?
*
depend what u want as I said. example floor slab usually require grade 25N concrete. of course u can use grade 40N but for what wasting that money to get more strength than what it require? wall and column require grade 40N concrete. anyway the strength of concrete doesn't support ur house. the 1 which give the strength to support the entire building is the steel bar inside the concrete. concrete just give a little compressive strength and protect the steel from rusty. biggrin.gif

waterproofing which 1 better? of course is membrane type la. abt RM90/m2
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post Oct 17 2014, 08:16 PM

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QUOTE(CloudAtla$ @ Oct 17 2014, 07:48 PM)
Wat is the difference between marble and granite? where we use this material?
*
ops, forgot answer ur 2nd question. marble and granite us natural stone hence look aesthetic. use on floor, wall, kitchen counter top, island. no budget then use tile la. biggrin.gif
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post Oct 17 2014, 08:20 PM

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QUOTE(iwubpreve @ Oct 17 2014, 08:13 PM)
depend what u want as I said. example floor slab usually require grade 25N concrete. of course u can use grade 40N but for what wasting that money to get more strength than what it require? wall and column require grade 40N concrete. anyway the strength of concrete doesn't support ur house. the 1 which give the strength to support the entire building is the steel bar inside the concrete. concrete just give a little compressive strength and protect the steel from rusty. biggrin.gif

waterproofing which 1 better? of course is membrane type la. abt RM90/m2
*
What thickness or type of re bar is recommended?
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post Oct 17 2014, 08:24 PM

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QUOTE(Xisuka @ Oct 17 2014, 08:20 PM)
What thickness or type of re bar is recommended?
*
we called it diameter of rebar. according to structure drawing. it is the duty of structural engineer to calculate. contractor just follow the drawing. again it's depend on the structural load requirement. if they require 20mm diameter for storage room, u can do 32mm diameter. but what for wasting that money? it just require 20mm diameter of rebar to withstand the load. right?

what is ur profession by the way?
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QUOTE(iwubpreve @ Oct 17 2014, 07:11 PM)
about 17 plus minus. will increase decrease 1. some trading house give u rebate is because the cement keep too long already. so they sold it cheap to clear the old stock. will hardened when in humid weather if keep it long time
*
List price is now 19.25 for KV. Other location plus minus a bit.

Then got rebate from manufacturer. Rebate due to demand and supply of market. Cement is fast moving item, so not so much of expiry issue.

Just a few weeks ago, the rebate from cmcm is up to 8+. So only about 11+ per bag. Now rebate back down to 2+.
edyek
post Oct 17 2014, 09:29 PM

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Hai iwubpreve boss,

Recently, i got a dilemma... I want to build a holiday house at my small small land...

But you know lah, now very HING steel structure. Modern and stylish.

So I wonder,

Steel structure vs RC structure
1) what are the pro and con of each
2) if i use steel structure, will i save some cost in foundation? Any estimated cost if there is at all any saving?

Thanks in advance.
Showtime747
post Oct 17 2014, 09:31 PM

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QUOTE(iwubpreve @ Oct 17 2014, 08:06 PM)


marble - black emperado
user posted image

granite - black Galaxy
user posted image
*
Why the side is white colour ? They tape the side ?
Showtime747
post Oct 17 2014, 09:38 PM

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QUOTE(CloudAtla$ @ Oct 17 2014, 07:48 PM)
Wat is the difference between marble and granite? where we use this material?
*
Bro, for your own house ? Get granite. Harder and got more color and pattern to choose. Usually more expensive. Marble is popular in the 80s and 90s now seldom people use

Now usually people use tiles. Homogenous tile is good mah. Cheap and good. But if you are building a bungalow, then use granite lah. Got class thumbup.gif
CloudAtla$
post Oct 17 2014, 10:07 PM

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QUOTE(iwubpreve @ Oct 17 2014, 08:06 PM)
both marble and granite is stone. extract from mountain usually. difference is marble is fragile compared to granite. but marble got vein. the vein on the surface make it so beautiful but at the same time those vein is the thing make it fragile. water might seep in, and also that is the fragile part where crack started.

granite is just 1 tone and look boring. it look consistent but also boring. some architect want very natural design hence marble give them the natural look which fit their requirement well.

marble - black emperado
user posted image

granite - black Galaxy
user posted image
*
Thanx bro. thumbup.gif
yeezai
post Oct 17 2014, 10:18 PM

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how to become rich without govt tender ?
CloudAtla$
post Oct 17 2014, 10:20 PM

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QUOTE(Showtime747 @ Oct 17 2014, 09:38 PM)
Bro, for your own house ? Get granite. Harder and got more color and pattern to choose. Usually more expensive. Marble is popular in the 80s and 90s now seldom people use

Now usually people use tiles. Homogenous tile is good mah. Cheap and good. But if you are building a bungalow, then use granite lah. Got class  thumbup.gif
*
No la. Jz for general knowledge. Me always confused between marble and granite.
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post Oct 17 2014, 10:27 PM

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may i know what is your job? engineer? so that i can expect whether you position can answer my query.
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post Oct 17 2014, 10:28 PM

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QUOTE(iwubpreve @ Oct 17 2014, 08:13 PM)
depend what u want as I said. example floor slab usually require grade 25N concrete. of course u can use grade 40N but for what wasting that money to get more strength than what it require? wall and column require grade 40N concrete. anyway the strength of concrete doesn't support ur house. the 1 which give the strength to support the entire building is the steel bar inside the concrete. concrete just give a little compressive strength and protect the steel from rusty. biggrin.gif

waterproofing which 1 better? of course is membrane type la. abt RM90/m2
*
Your understanding of structural theory is a little way off, Concrete withstand compressive strength while steel rebar withstand tensile strength. Together the two material used together is called Reinforced Concrete. The steel rebar helps resist bending (moment) and tensile actions/force acted upon the component (beam, column and slab), but concrete is the one holding everything together.
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post Oct 17 2014, 10:31 PM

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QUOTE(NathanChan76 @ Oct 17 2014, 10:28 PM)
Your understanding of structural theory is a little way off, Concrete withstand compressive strength while steel rebar withstand tensile strength. Together the two material used together is called Reinforced Concrete. The steel rebar helps resist bending (moment) and tensile actions/force acted upon the component (beam, column and slab), but concrete is the one holding everything together.
*
Anyone know the difference between RC wall, Parapet Wall and Retaining Wall?
unequalteck
post Oct 17 2014, 10:44 PM

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QUOTE(Xisuka @ Oct 17 2014, 08:20 PM)
What thickness or type of re bar is recommended?
*
U need structural engineer to calculate for the rebar required. Anyway, I can do freelance for rc design and get the PE endorsement if u need it.

QUOTE(NathanChan76 @ Oct 17 2014, 10:28 PM)
Your understanding of structural theory is a little way off, Concrete withstand compressive strength while steel rebar withstand tensile strength. Together the two material used together is called Reinforced Concrete. The steel rebar helps resist bending (moment) and tensile actions/force acted upon the component (beam, column and slab), but concrete is the one holding everything together.
*
+1



bearbearwong
post Oct 17 2014, 11:35 PM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
hi there? asking on behalf of a friend

how much will it cost for piling and foundation in a piece of land size of 4927 sq, maybe around 60 X 95 to withstand respectively:

a) 2 storey shop
b) 3 storey shop
c) 5 storey shop

thank you...

also I heard to get the relevant authorities for approval and conversion to become commercial areas requires at least 1 year?

This post has been edited by bearbearwong: Oct 17 2014, 11:41 PM
hsbc2
post Oct 17 2014, 11:36 PM

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bro, what is the cost to build this house? and market price sold by contractor?

normally how many percents a developer earns from a project? ie. soho commercial condos?


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Critical_Fallacy
post Oct 17 2014, 11:37 PM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too
Finally, the Master Builder is here to save us. icon_rolleyes.gif

This is a serious and meaningful thread. I have three questions related to the contractual issues.

(1) Say the Employer is pressuring the Main Contractor to start work. Is there a problem in the issue of a Letter of Intent?

(2) If a Letter of Intent is issued with a limit of RM1 million, is the employer obliged to pay a higher sum after allowing a contractor to exceed the limit?

(3) Can pre-contract minutes during the tender stage form a binding contract?
Critical_Fallacy
post Oct 18 2014, 12:32 AM

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QUOTE(dD_se7en @ Oct 17 2014, 10:31 PM)
Anyone know the difference between RC wall, Parapet Wall and Retaining Wall?
Are you a fresh Civil Engineer? sweat.gif

RC Wall is a short form of the phrase Reinforced Concrete Wall, a type of concrete shear wall in which reinforcement bars (a.k.a. rebars) have been incorporated into the concrete matrix to strengthen the tensile strength of the concrete wall that would otherwise be brittle.

user posted image

Parapet wall is a low wall usually constructed along the edge of a roof, balcony, or walkway. Commonly used to protect people against accidental falls.

user posted image

Retaining wall is a structural encasement constructed to hold back soil, water, or materials. Retaining walls are used to increase the amount of level usable building area, retaining soil at a higher level, and preventing it from encroaching into the building or another useable area.

user posted image
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post Oct 18 2014, 01:21 AM

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QUOTE(edyek @ Oct 17 2014, 09:29 PM)
Hai iwubpreve boss,

Recently, i got a dilemma... I want to build a holiday house at my small small land...

But you know lah, now very HING steel structure. Modern and stylish.

So I wonder,

Steel structure vs RC structure
1) what are the pro and con of each
2) if i use steel structure, will i save some cost in foundation? Any estimated cost if there is at all any saving?

Thanks in advance.
*
rc structure
pros - cheaper
cons - slower, need time curing

steel structure
pros - faster, can prefabricated in factory and assemble at site without have to wait, stronger because steel have high tensile strength
cons - expensive

nothing to do with foundation. foundation is nothing to do v material, the higher the building, the stronger foundation require. if u use steel structure, cost would be higher. steel is expensive than concrete. the advantage u have is u save time, can build immediately as long as u have the steel material.
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post Oct 18 2014, 01:22 AM

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QUOTE(Showtime747 @ Oct 17 2014, 09:31 PM)
Why the side is white colour ? They tape the side ?
*
ya, and label the number so they know which piece join which piece.
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post Oct 18 2014, 01:24 AM

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QUOTE(dD_se7en @ Oct 17 2014, 10:27 PM)
may i know what is your job? engineer? so that i can expect whether you position can answer my query.
*
if anything v construction industry very likely I can answer. relate to what ur question?
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post Oct 18 2014, 01:30 AM

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QUOTE(NathanChan76 @ Oct 17 2014, 10:28 PM)
Your understanding of structural theory is a little way off, Concrete withstand compressive strength while steel rebar withstand tensile strength. Together the two material used together is called Reinforced Concrete. The steel rebar helps resist bending (moment) and tensile actions/force acted upon the component (beam, column and slab), but concrete is the one holding everything together.
*
concrete have compressive strength 40N/mm2 for grade 40 concrete. a normal high tensile bar have 460N/mm2 tensile strength. more than 10 times stronger than concrete. concrete is strong in compressive strength but rebar have higher compressive strength than concrete. the tensile strength even much much higher.

sometimes when compressive strength is not enough, they add rebar to get more compressive strength. seems like ur core is not civil engineering.
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post Oct 18 2014, 01:38 AM

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QUOTE(bearbearwong @ Oct 17 2014, 11:35 PM)
hi there? asking on behalf of a friend

how much will it cost for piling and foundation in a piece of land size of 4927 sq, maybe around 60 X 95 to withstand respectively:

a) 2 storey shop
b) 3 storey shop
c) 5 storey shop

thank you...

also I heard to get the relevant authorities for approval and conversion to become commercial areas requires at least 1 year?
*
how many square feet? built up area of the shop. u can use abt RM175 per square feet to calculate. built up area, not land area. say 5 storey is 5000 build up area, then is 175 x 5000 equal to 875k. thus us just general guild line.

approval from authority u need get runner to do for u. competent 1 can help u expedite the approval quickly, but u need to pay for it at higher cost. usually is Malay.
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post Oct 18 2014, 01:46 AM

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QUOTE(Critical_Fallacy @ Oct 17 2014, 11:37 PM)
Finally, the Master Builder is here to save us.  icon_rolleyes.gif

This is a serious and meaningful thread. I have three questions related to the contractual issues.

(1) Say the Employer is pressuring the Main Contractor to start work. Is there a problem in the issue of a Letter of Intent?

(2) If a Letter of Intent is issued with a limit of RM1 million, is the employer obliged to pay a higher sum after allowing a contractor to exceed the limit?

(3) Can pre-contract minutes during the tender stage form a binding contract?
*
I assume u are Employer la.

1. no problem issue letter of intent. what problem u concern?

2. yes, if beyond 1mil, employer still need to pay. maybe employer might via letter of intent don't wanna pay any amount beyond 1mil, but contractor can use the principle of quantum meruit and force employer to pay.

3. pre-contract minutes mean the meeting that carry b4 contract form? or after, kindly elaborate more ur case.
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post Oct 18 2014, 01:47 AM

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QUOTE(dD_se7en @ Oct 17 2014, 10:31 PM)
Anyone know the difference between RC wall, Parapet Wall and Retaining Wall?
*
u student? sweat.gif
Critical_Fallacy
post Oct 18 2014, 02:02 AM

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QUOTE(iwubpreve @ Oct 18 2014, 01:46 AM)
I assume u are Employer la.
Should be the other way around — CONTRACTOR. sweat.gif

QUOTE(iwubpreve @ Oct 18 2014, 01:46 AM)
1. no problem issue letter of intent. what problem u concern?

2. yes, if beyond 1mil, employer still need to pay. maybe employer might via letter of intent don't wanna pay any amount beyond 1mil, but contractor can use the principle of quantum meruit and force employer to pay.

3. pre-contract minutes mean the meeting that carry b4 contract form? or after, kindly elaborate more ur case.
The common excuse for the issue of the letter is that the employer cannot wait the additional few days necessary for the preparation and execution of a formal contract. When requesting for a simple letter of acceptance of the contractor’s tender rather than a letter of intent, we suspect there is something more substantial preventing the issue of an acceptance letter with a few words and sentences. We are unsure whether it may be a delay in obtaining funding for the whole project or perhaps contractor’s tender was “still relatively high” and reduction negotiations with the Employer's in-house contractors are in progress. sad.gif
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QUOTE(iwubpreve @ Oct 17 2014, 05:44 PM)
main contractor have to be competitive to get the job. u mark up 15% how u get the job? a competent contractor that know how to plan the work well, they just mark up 3% to 4% as they already have in mind how the work would look like b4 start the work. able to foreseen what would happen during construction and hence prevent a lot of unnecessary expenses. they get additional profit through VO work.
(1a) If the Employer cannot give site possession on the due date, can the matter be resolved by the Architect giving an instruction to postpone the Works as per the Contract?

(1b) If the Architect does not grant Time Extension, and the Contractor is required to perform accelerated Works to catch up with the project’s completion schedule, can the Contractor use the Employer’s delay in giving the site possession as a reason to justify a claim for VO?
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post Oct 18 2014, 02:31 AM

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QUOTE(iwubpreve @ Oct 18 2014, 01:30 AM)
concrete have compressive strength 40N/mm2 for grade 40 concrete. a normal high tensile bar have 460N/mm2 tensile strength. more than 10 times stronger than concrete. concrete is strong in compressive strength but rebar have higher compressive strength than concrete. the tensile strength even much much higher.

sometimes when compressive strength is not enough, they add rebar to get more compressive strength. seems like ur core is not civil engineering.
*
I don't think so bro, if u check back BS 8110, rebar will tend to buckle subject to compressive force therefore rebar only used to resist high tensile force.

And for most building, local practice is using grade C30 concrete which is 30N/mm2, as far as I know water retaining structure using C35A and MRT segmental box girder using C40
Critical_Fallacy
post Oct 18 2014, 04:20 AM

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I do appreciate iwubpreve's initiative to help young engineers, procurement officers, and project managers. This is a meaningful thread to invite seasoned people from different engineering disciplines or professional specializations on the Engineering, Procurement, and Construction (EPC) industry, with emphasis on the free exchange of information, and opinions with respect, and providing a forum, open to all users, for the discussion of problems that may affect the industry.

It remains an indisputable fact that concrete has a high compressive strength and a very low tensile strength, thus, requiring the use of tensile reinforcing. Reinforced concrete is a structure that achieves excellent chemical adhesion between the steel and the concrete, wherein the steel bars provide the tensile strength lacking in the concrete. This beautiful engineering discovery allows both materials act together as a unit in resisting compressive and tensile stresses in modern buildings. In fact, steel reinforcing is also capable of resisting compression forces and sometimes is used in columns.

user posted image

This post has been edited by Critical_Fallacy: Oct 18 2014, 04:24 AM
CloudAtla$
post Oct 18 2014, 06:42 AM

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QUOTE(iwubpreve @ Oct 18 2014, 01:46 AM)
I assume u are Employer la.

1. no problem issue letter of intent. what problem u concern?

2. yes, if beyond 1mil, employer still need to pay. maybe employer might via letter of intent don't wanna pay any amount beyond 1mil, but contractor can use the principle of quantum meruit and force employer to pay.

3. pre-contract minutes mean the meeting that carry b4 contract form? or after, kindly elaborate more ur case.
*
Letter of intend vs letter of award. Any different?
Pre contract mean before la. Not post contract.

This post has been edited by CloudAtla$: Oct 18 2014, 06:43 AM
rotloi
post Oct 18 2014, 06:45 AM

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I want to know about job available !!
CloudAtla$
post Oct 18 2014, 07:17 AM

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QUOTE(rotloi @ Oct 18 2014, 06:45 AM)
I want to know about job available !!
*
Bangla housekeeper.
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post Oct 18 2014, 08:12 AM

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QUOTE(iwubpreve @ Oct 18 2014, 01:38 AM)
how many square feet? built up area of the shop. u can use abt RM175 per square feet to calculate. built up area, not land area. say 5 storey is 5000 build up area, then is 175 x 5000 equal to 875k. thus us just general guild line.

approval from authority u need get runner to do for u. competent 1 can help u expedite the approval quickly, but u need to pay for it at higher cost. usually is Malay.
*
oh built up area will be around

45 X80 (reserving some place for side and back)

if 3 floors + 1 parking facility underneath

45 X80= 3600

3600 X (3+1) = 144000 st built up total

so 144000 x RM175= 2.52 million?

RM175, inclusive of building structure till finish? is it possible to do piling for 3-4 storey first, but built 2 storey and 1 parking facility, then upgrade sumore?
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post Oct 18 2014, 08:18 AM

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QUOTE(Critical_Fallacy @ Oct 18 2014, 02:21 AM)
(1a) If the Employer cannot give site possession on the due date, can the matter be resolved by the Architect giving an instruction to postpone the Works as per the Contract?

(1b) If the Architect does not grant Time Extension, and the Contractor is required to perform accelerated Works to catch up with the project’s completion schedule, can the Contractor use the Employer’s delay in giving the site possession as a reason to justify a claim for VO?
*
1a. there are basically 2 type of breach in contract. 1 is conditional breach (can rescind the contract and claim for damages) another 1 is warranty breach (cannot rescind the contract but can claim remedy). not giving site possession is a conditional breach and the contractor can terminate the contract and claim for expenses incurred due to the breach. seems like ur case u accepted the late site possession. architect can postpone the work but it's up to contractor to accept it or not.

1b. yes, but it's has to be done at the beginning. let's say contract duration is May 2014 to June 2016, after u take the possession on July 2014, u should immediately claim for eot until August 2016. but in commercial context, u make employer unhappy especially when starting the work at beginning.

if u said claim vo due to the late sit possession, have to see whether it have direct impact to the vo work. but bear in mine VO is additional work to the project while loss and expenses claim is due to extended period of time.

This post has been edited by iwubpreve: Oct 18 2014, 08:56 AM
TSiwubpreve
post Oct 18 2014, 09:02 AM

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QUOTE(Critical_Fallacy @ Oct 18 2014, 02:02 AM)
Should be the other way around — CONTRACTOR. sweat.gif
The common excuse for the issue of the letter is that the employer cannot wait the additional few days necessary for the preparation and execution of a formal contract. When requesting for a simple letter of acceptance of the contractor’s tender rather than a letter of intent, we suspect there is something more substantial preventing the issue of an acceptance letter with a few words and sentences. We are unsure whether it may be a delay in obtaining funding for the whole project or perhaps contractor’s tender was “still relatively high” and reduction negotiations with the Employer's in-house contractors are in progress. sad.gif
*
i read a lot of court case b4, have to look into the content of what was written in letter of intent. basically when come to letter of intent, the contract is not form yet and in case at the end the work is not awarded to u, u can still claim via the principle of quantum meruit. it is well established long time ago.

what is quantum meruid
http://en.wikipedia.org/wiki/Quantum_meruit

QUOTE
Quantum meruit is a Latin phrase meaning "what one has earned". In the context of contract law, it means something along the lines of "reasonable value of services".

TSiwubpreve
post Oct 18 2014, 09:09 AM

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QUOTE(hsbc2 @ Oct 17 2014, 11:36 PM)
bro, what is the cost to build this house? and market price sold by contractor?

normally how many percents a developer earns from a project? ie. soho commercial condos?
*
contractor don't sell the house. it was developer who sell the house. developer engage a contractor to build for them. cost to build hardly determine but generally u can use this ratio to gauge the price and budget. low end use RM150/sf, high end specification use RM300/sf. again this is not accurate, best u budget urself first like RM200/sf x 2000 square feet = RM400k and u build it base on the budget. if budget burst then consider change the type of material, maybe from stainless steel to mild steel, maybe from marble to tile, maybe from timber floor to tile? maybe from MML to white horse tile? maybe from TOTO brand of sanitary wares to zaplang china made fitting? biggrin.gif

this is depend from project to project. for a high end service apartment at KLCC area, out of 100% of GDV (Gross Development Value) got 26% is profit after tax.

This post has been edited by iwubpreve: Oct 18 2014, 09:20 AM
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post Oct 18 2014, 09:16 AM

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QUOTE(unequalteck @ Oct 18 2014, 02:31 AM)
I don't think so bro, if u check back BS 8110, rebar will tend to buckle subject to compressive force therefore rebar only used to resist high tensile force.

And for most building, local practice is using grade C30 concrete which is 30N/mm2, as far as I know water retaining structure using C35A and MRT segmental box girder using C40
*
grade 25/30 mostly is on floor slab and beam, internal column is grade 40. of course some case might have exception. like retaining wall grade 60. again, it is all design by conslting engineer as accordance to BS 5950. i understand that in the book it keep tell us concrete have high compressive strength and compensate the steel weak of compressive strength. but rebar have yield stress of 460N/mm2 in contrast of concrete have 40N/mm2 (depend on which concreet u use) it's depend on how u lay the rebar. if u lay the rebar horizontally and the loading in from top to bottom, then it's weak in compressive strength, but if u bend the rebar and let it bulging on top and apply the force again, it have way higher compressive strength than concrete. this is also how pre-stress reinforced concrete work came about.
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post Oct 18 2014, 09:25 AM

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QUOTE(bearbearwong @ Oct 18 2014, 08:12 AM)
oh built up area will be around

45 X80 (reserving some place for side and back)

if 3 floors + 1 parking facility underneath

45 X80= 3600

3600 X (3+1) = 144000 st built up total

so 144000 x RM175= 2.52 million?

RM175, inclusive of building structure till finish? is it possible to do piling for 3-4 storey first, but built 2 storey and 1 parking facility, then upgrade sumore?
*
yes, including. but then again the correct way of doing it is set the budget first. say u consider RM175 then overall building cost is 2.52million. then from there u start to monitor. if budget likely to burst, consider do reduce some type of material.

yes, u can do foundation for 3-4 storey and then just build 2 storey and upgrade in the future. but have to consider a lot of factor. when u upgrade in future, the cost would be higher because a lot of temporary work. and somemore, when u upgrading, the house have to be vacant and is not habitable.
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QUOTE(rotloi @ Oct 18 2014, 06:45 AM)
I want to know about job available !!
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what job u want?
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QUOTE(iwubpreve @ Oct 18 2014, 09:25 AM)
yes, including. but then again the correct way of doing it is set the budget first. say u consider RM175 then overall building cost is 2.52million. then from there u start to monitor. if budget likely to burst, consider do reduce some type of material.

yes, u can do foundation for 3-4 storey and then just build 2 storey and upgrade in the future. but have to consider a lot of factor. when u upgrade in future, the cost would be higher because a lot of temporary work. and somemore, when u upgrading, the house have to be vacant and is not habitable.
*
thank you very verymuch.. btw do we need any architect to raft the plan before building?
hsbc2
post Oct 18 2014, 10:24 AM

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bro, can i employ u to build a bungalow as picture above? haha
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post Oct 18 2014, 10:29 AM

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QUOTE(iwubpreve @ Oct 18 2014, 09:26 AM)
what job u want?
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All the job offered
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post Oct 18 2014, 12:41 PM

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Bookmarked. Tq for informative thread.
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post Oct 18 2014, 02:55 PM

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QUOTE(bearbearwong @ Oct 18 2014, 10:00 AM)
thank you very verymuch.. btw do we need any architect to raft the plan before building?
*
u can go to DBKL do yourself and they will assign a planner for u. but i don't think it's efficient. u need a runner to do that. usually some competent engineer can do everything for u, submission and design. they will submit the building plan and get it approve. my friend doing that, he is like one stop center as he got his partner who is architect and also registered planner. can do all the design and submission.
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post Oct 18 2014, 02:56 PM

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QUOTE(hsbc2 @ Oct 18 2014, 10:24 AM)
bro, can i employ u to build a bungalow as picture above? haha
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of course can. my wages just like normal /k/ standard of wages. if u know what i mean biggrin.gif
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post Oct 18 2014, 02:57 PM

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QUOTE(rotloi @ Oct 18 2014, 10:29 AM)
All the job offered
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what ur qualification? sometimes i need some flagman stand outside the site and waving the flag control traffic laugh.gif

user posted image

This post has been edited by iwubpreve: Oct 18 2014, 02:58 PM
rotloi
post Oct 18 2014, 03:12 PM

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QUOTE(iwubpreve @ Oct 18 2014, 02:57 PM)
what ur qualification? sometimes i need some flagman stand outside the site and waving the flag control traffic laugh.gif

user posted image
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SPM and Diploma laugh.gif
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post Oct 18 2014, 03:18 PM

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QUOTE(iwubpreve @ Oct 18 2014, 02:57 PM)
what ur qualification? sometimes i need some flagman stand outside the site and waving the flag control traffic laugh.gif
Eh? Isn't the dummy flagman cheaper? hmm.gif

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post Oct 18 2014, 03:25 PM

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QUOTE(iwubpreve @ Oct 18 2014, 09:02 AM)
i read a lot of court case b4, have to look into the content of what was written in letter of intent.
Thanks for your explanations. Here are some issues related to general contractual matters:

(1) I'm sure you had heard cases where some construction materials were stolen. If the employer has paid for materials on site which are subsequently stolen, who is liable in most cases?

(2) Some contracts call for Contractors to carry out Architect’s instructions forthwith and many Architects think that the Contractor, on receipt of the instruction, must immediately carry it out. If a contractor must do something ‘forthwith’, how quickly should the contractor interpret that?

(3) There is a ‘higher’ clause in the contract saying that, “When the language of a contract does not expressly, or by necessary implication, fix any time for the performance of a contractual obligation, the law implies that it shall be performed in a reasonable time. The rule is of general application...” How ‘reasonable’ is a reasonable time?
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post Oct 18 2014, 03:52 PM

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QUOTE(Critical_Fallacy @ Oct 18 2014, 03:25 PM)
Thanks for your explanations. Here are some issues related to general contractual matters:

(1) I'm sure you had heard cases where some construction materials were stolen. If the employer has paid for materials on site which are subsequently stolen, who is liable in most cases?

(2) Some contracts call for Contractors to carry out Architect’s instructions forthwith and many Architects think that the Contractor, on receipt of the instruction, must immediately carry it out. If a contractor must do something ‘forthwith’, how quickly should the contractor interpret that?

(3) There is a ‘higher’ clause in the contract saying that, “When the language of a contract does not expressly, or by necessary implication, fix any time for the performance of a contractual obligation, the law implies that it shall be performed in a reasonable time. The rule is of general application...” How ‘reasonable’ is a reasonable time?
*
oic. i like answer this because i study a lot on construction law smile.gif

1. contractor is liable. because contractor have the site possession. provided the material is under contractor custody.

2. this happen always and only competent contractor can manage it well. very simple, contractor have to carry out with due diligence and expedite the work. contract term called it "regular and diligent". what exactly it mean? upon receive of instruction, u have to start to begin the necessary work. a program bar chart will always be drafted and submitted in EOT application. u have to justify the thing to Employer on reasonableness by including the program bar chart with event as below,
a) date receive of instruction and drawings
b) production of shop drawing
c) review of shop drawing by consultant
d) construction of work as per instruction

if the date fall into critical path, then there u go, u entitle for EOT. if not then it's concurrent activity and contractor have to stick to the original completion date. the "forthwith" is within the buffer zone of master program

3. what is reasonable time? refer to the research here. Thanks to Ong Rui Ying for the said research. however u can't access the full research. i read this b4. they study on various of court cases.
http://eprints.utm.my/6658/

QUOTE
Through the analysis of courts’ judgments, the meaning of “reasonable
time” when time at large occurs was determined. “Reasonable time” means
reasonable under the existing circumstances, assuming that those circumstances, in
so far as they involve delay, are not caused or attributed to by him and excluding
circumstances which were under the control of the contractor, considering what in
ordinary circumstances was a reasonable time for performance and then considering
to what extent the time for performance of the contractor was in fact extended by
extraordinary circumstances outside his control.

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post Oct 18 2014, 04:34 PM

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QUOTE(iwubpreve @ Oct 18 2014, 02:55 PM)
u can go to DBKL do yourself and they will assign a planner for u. but i don't think it's efficient. u need a runner to do that. usually some competent engineer can do everything for u, submission and design. they will submit the building plan and get it approve. my friend doing that, he is like one stop center as he got his partner who is architect and also registered planner. can do all the design and submission.
*
thank you, thank you very much very helpful
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post Oct 18 2014, 04:52 PM

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QUOTE(iwubpreve @ Oct 18 2014, 03:52 PM)
oic. i like answer this because i study a lot on construction law smile.gif

1. contractor is liable. because contractor have the site possession. provided the material is under contractor custody.

2. this happen always and only competent contractor can manage it well. very simple, contractor have to carry out with due diligence and expedite the work. contract term called it "regular and diligent". what exactly it mean? upon receive of instruction, u have to start to begin the necessary work. a program bar chart will always be drafted and submitted in EOT application. u have to justify the thing to Employer on reasonableness by including the program bar chart with event as below,
a) date receive of instruction and drawings
b) production of shop drawing
c) review of shop drawing by consultant
d) construction of work as per instruction

if the date fall into critical path, then there u go, u entitle for EOT. if not then it's concurrent activity and contractor have to stick to the original completion date. the "forthwith" is within the buffer zone of master program

3. what is reasonable time? refer to the research here. Thanks to Ong Rui Ying for the said research. however u can't access the full research. i read this b4. they study on various of court cases.
http://eprints.utm.my/6658/
Good reply and informative! The down-to-earth discussions in this thread make it a good candidacy for pinning. May suggest to the mods --> munkeyflo & dkk.

(1) Does the Contractor have a duty to draw attention to an error on the Architect’s drawing? Some tricky Subcontractors would want to claim against the Main Contractor for loss caused to them due to the Architect’s alleged breach of their obligation to the Employer to provide accurate construction information for the Employer’s Requirements. Some parties argue that a contractor did have a duty to warn the architect if it is ‘believed’ that there, in ‘ordinary’ circumstances, was a ‘serious’ defect in the design. The three keywords are interpreted differently by different parties depending upon the circumstances.
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post Oct 18 2014, 06:09 PM

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If already renovate house untill boundary, then 8 years later council come and ask to demolish. Then how we go about it? Need to give brows.gif or not?

This post has been edited by Piap: Oct 18 2014, 06:09 PM
Agent 45
post Oct 18 2014, 11:21 PM

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power float + floor harderner and power float only. what is the difference?
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post Oct 18 2014, 11:53 PM

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Is it true that for one project that cost RM1.5b, a consultant company would only employ one QS?
TSiwubpreve
post Oct 19 2014, 01:34 AM

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QUOTE(Critical_Fallacy @ Oct 18 2014, 04:52 PM)
Good reply and informative! The down-to-earth discussions in this thread make it a good candidacy for pinning. May suggest to the mods --> munkeyflo & dkk.

(1) Does the Contractor have a duty to draw attention to an error on the Architect’s drawing? Some tricky Subcontractors would want to claim against the Main Contractor for loss caused to them due to the Architect’s alleged breach of their obligation to the Employer to provide accurate construction information for the Employer’s Requirements. Some parties argue that a contractor did have a duty to warn the architect if it is ‘believed’ that there, in ‘ordinary’ circumstances, was a ‘serious’ defect in the design. The three keywords are interpreted differently by different parties depending upon the circumstances.
*
good question smile.gif

therefore main contractor is not an easy job. u got main contract (agreement between employer and main contractor) and also subcontract (agreement between main contractor and subcontractor). u have to always ensure that whatever subcontractor claim to u is claimable against employer. but this not always the case.

remember that in standard form of contract (irrespective of it is PAM form or PWD) there is 1 clause mention that the contractor have to notify architect the discrepancy of drawing and any doubt during tender stage. upon contract formed, contractor accepted that all the information is clear to him. so if during construction stage only contractor discover certain blindspot he overlook and after enquired architect on the original design intent, some additional cost have to be spent on the said changes. all the cost incurred on such changes shall be borne by contractor. those cost incurred have to pay to subcontractor because subcontractor is just construct whatever u asked for. they not bound to the mistake contractor didn't discover as they only take care 1 trade while main contractor take care everything.

so this is the logic behind ur concern. the principle is that if the discrepancy only clarified during post-construction stage, all the cost incurred to fix the discrepancy is not claimable against employer. but on the other hand the discrepancy could be a cost saving to contractor too. example contractor price in marble material in cost, but there are discrepancy on drawing on finishing and upon clarify from architect, tile is their original intent. therefore change from expensive marble to cheap tile is additional profit to contractor as no cost implication due to discrepancy.
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post Oct 19 2014, 01:36 AM

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QUOTE(Piap @ Oct 18 2014, 06:09 PM)
If already renovate house untill boundary, then 8 years later council come and ask to demolish. Then how we go about it? Need to give  brows.gif or not?
*
u can give brows.gif but they will follow u the rest of ur life when they need brows.gif from u.
laugh.gif
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post Oct 19 2014, 01:43 AM

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QUOTE(Agent 45 @ Oct 18 2014, 11:21 PM)
power float + floor harderner and power float only. what is the difference?
*
powerfloat mean direct finish on concrete. power float is a machine look like helicopter but upside down 1. after u cast concrete, then u will use this "helicopter" to spin on the floor make it smooth. hence no need do additional floor screed after concrete cured.

power float + floor hardener mean u spread the floor hardener powder on the floor slab when the floor slab concrete still not yet set (not yet dry and hard mean) and then power float it. it is like a coating to concrete floor. have strong mechanical properties. hardly crack. can stand heavy duty implication. in residential and commercial building, normally it is use on car park.

power float machine aka "helicopter" laugh.gif
user posted image
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post Oct 19 2014, 01:51 AM

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QUOTE(CoolTea @ Oct 18 2014, 11:53 PM)
Is it true that for one project that cost RM1.5b, a consultant company would only employ one QS?
*
Developer will engage a consultant team consist of,
1. Project Management Consultant
2. Architect
3. Engineer (M&E and C&S)
4. QS
5. Landscape Architect
6. ID (optional)
7. Lighting (optional)

so basically developer engage a professional service from consulting QS firm by paying them about 0.8% of building cost. let's say the building cost is 500mil, then the QS professional fee is 500m x 0.008 = 4mil. developer generally don't care how many staff the QS firm put for that project, as long as u deliver ur professional service that's it. nowadays, consultant firm will put a QS to do a project then will have senior to overlook the QS la.
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QUOTE(iwubpreve @ Oct 19 2014, 01:34 AM)
therefore main contractor is not an easy job. u got main contract (agreement between employer and main contractor) and also subcontract (agreement between main contractor and subcontractor). u have to always ensure that whatever subcontractor claim to u is claimable against employer. but this not always the case.
Thanks! notworthy.gif

(1) Can the Main Contractor refuse to comply with an Architect’s instruction which requires the acceptance of the quotation of a Sub-contractor chosen by the Architect?

(2) If the Employer gives instructions on site directly to the contractor, must the Contract follow-up with the Architect to confirm those instructions in writing? or just whistling.gif?

(3) Does the Clerk of Works has the power stop the Works? unsure.gif
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post Oct 19 2014, 07:08 AM

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QUOTE(iwubpreve @ Oct 19 2014, 01:34 AM)
good question smile.gif

therefore main contractor is not an easy job. u got main contract (agreement between employer and main contractor) and also subcontract (agreement between main contractor and subcontractor). u have to always ensure that whatever subcontractor claim to u is claimable against employer. but this not always the case.

remember that in standard form of contract (irrespective of it is PAM form or PWD) there is 1 clause mention that the contractor have to notify architect the discrepancy of drawing and any doubt during tender stage. upon contract formed, contractor accepted that all the information is clear to him. so if during construction stage only contractor discover certain blindspot he overlook and after enquired architect on the original design intent, some additional cost have to be spent on the said changes. all the cost incurred on such changes shall be borne by contractor. those cost incurred have to pay to subcontractor because subcontractor is just construct whatever u asked for. they not bound to the mistake contractor didn't discover as they only take care 1 trade while main contractor take care everything.

so this is the logic behind ur concern. the principle is that if the discrepancy only clarified during post-construction stage, all the cost incurred to fix the discrepancy is not claimable against employer. but on the other hand the discrepancy could be a cost saving to contractor too. example contractor price in marble material in cost, but there are discrepancy on drawing on finishing and upon clarify from architect, tile is their original intent. therefore change from expensive marble to cheap tile is additional profit to contractor as no cost implication due to discrepancy.
*
If found discrepancy and decided to use tile instead of marble, why the employer cant get the saving if error in BQ specified marble but drwg specified tiling? Cant the employer have the right to do variation order?
CloudAtla$
post Oct 19 2014, 07:53 AM

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QUOTE(iwubpreve @ Oct 19 2014, 01:43 AM)
powerfloat mean direct finish on concrete. power float is a machine look like helicopter but upside down 1. after u cast concrete, then u will use this "helicopter" to spin on the floor make it smooth. hence no need do additional floor screed after concrete cured.

power float + floor hardener mean u spread the floor hardener powder on the floor slab when the floor slab concrete still not yet set (not yet dry and hard mean) and then power float it. it is like a coating to concrete floor. have strong mechanical properties. hardly crack. can stand heavy duty implication. in residential and commercial building, normally it is use on car park.

power float machine aka "helicopter" laugh.gif
user posted image
*
Reali macam helicopter.
CoolTea
post Oct 19 2014, 08:46 AM

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QUOTE(iwubpreve @ Oct 19 2014, 01:51 AM)
Developer will engage a consultant team consist of,
1. Project Management Consultant
2. Architect
3. Engineer (M&E and C&S)
4. QS
5. Landscape Architect
6. ID (optional)
7. Lighting (optional)

so basically developer engage a professional service from consulting QS firm by paying them about 0.8% of building cost. let's say the building cost is 500mil, then the QS professional fee is 500m x 0.008 = 4mil. developer generally don't care how many staff the QS firm put for that project, as long as u deliver ur professional service that's it. nowadays, consultant firm will put a QS to do a project then will have senior to overlook the QS la.
*
0.8% is so high... I heard of companies going for 0.2X% before.. But measuring one huge project is really one hell task..

Agent 45
post Oct 19 2014, 11:30 AM

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QUOTE(iwubpreve @ Oct 19 2014, 01:43 AM)
powerfloat mean direct finish on concrete. power float is a machine look like helicopter but upside down 1. after u cast concrete, then u will use this "helicopter" to spin on the floor make it smooth. hence no need do additional floor screed after concrete cured.

power float + floor hardener mean u spread the floor hardener powder on the floor slab when the floor slab concrete still not yet set (not yet dry and hard mean) and then power float it. it is like a coating to concrete floor. have strong mechanical properties. hardly crack. can stand heavy duty implication. in residential and commercial building, normally it is use on car park.

power float machine aka "helicopter" laugh.gif
user posted image
*
then in what condition to choose between power float finish and cement render finish?
TSiwubpreve
post Oct 19 2014, 11:41 AM

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QUOTE(CloudAtla$ @ Oct 19 2014, 07:08 AM)
If found discrepancy and decided to use tile instead of marble, why the employer cant get  the saving if error in BQ specified marble but drwg specified tiling? Cant the employer have the right to do variation order?
*
oh ya, forgot mention that it's lump sum contract (eg. pam form without quantity). nowadays mostly construction main contract is adopting contract in lump sum basis. the reason behind is because of client have a budget for the project and therefore want the contractor to study through drawing and price it. in lump sum contract, the drawing take precedent. bq only as a reference

in contract v quantity, the bq take precedent, therefore anything not in the bq is addition, anything extra in the bq is omission (saving to employer). however there would be some discrepancy / unclear info that will induce a saving which the employer not entitle to deduct also. eg. drawing mention that using dark grey tile and bq mention dark grey tile. to contractor, he assume that dark grey tile is dark grey granite tile so he price it base on granite rate. turned out it's a homogeneous tile after clarify v architect. so contractor subsequently pay low for that work and still can claim accordingly.
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post Oct 19 2014, 11:44 AM

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QUOTE(Agent 45 @ Oct 19 2014, 11:30 AM)
then in what condition to choose between power float finish and cement render finish?
*
factory, car park with bear finish usually use that. heavy duty. cement screed require when u have some finishing on top such as tile, timber floor, carpet and etc.
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post Oct 19 2014, 11:51 AM

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QUOTE(iwubpreve @ Oct 19 2014, 11:44 AM)
factory, car park with bear finish usually use that. heavy duty. cement screed require when u have some finishing on top such as tile, timber floor, carpet and etc.
*
cement screed same with render? i thought screed is just for leveling so that u can put other finishes on it. rendering is a bit thicker. i saw some area finish directly with power float but some finish with cement render only??
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post Oct 19 2014, 11:54 AM

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QUOTE(Critical_Fallacy @ Oct 19 2014, 02:02 AM)
Thanks! notworthy.gif

(1) Can the Main Contractor refuse to comply with an Architect’s instruction which requires the acceptance of the quotation of a Sub-contractor chosen by the Architect?

(2) If the Employer gives instructions on site directly to the contractor, must the Contract follow-up with the Architect to confirm those instructions in writing? or just whistling.gif?

(3) Does the Clerk of Works has the power stop the Works? unsure.gif
*
1. subcontractor chosen by architect, we called that nominated subcontractor. contractor can reject if he got a good ground. this is stipulated in the standard form of contract.

2. yes, contractor should write in not because of they have to do that, but to put thing into writing and serve to architect. in future got dispute these would be the evidence.

3. yes, they can stop the work. they represent architect. however if stop wrongly then the contractor can claim for expenses due to the hindrance of regular progress smile.gif
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post Oct 19 2014, 12:05 PM

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QUOTE(Agent 45 @ Oct 19 2014, 11:51 AM)
cement screed same with render? i thought screed is just for leveling so that u can put other finishes on it. rendering is a bit thicker. i saw some area finish directly with power float but some finish with cement render only??
*
ya, cement render mean put cement screed then apply trowelled finish on the screed. the screed can only be lay after concrete slab cured.

powerfloat is direct finish on the concrete slab. when concrete still wet, they use the "helicopter" to spin the make it smooth finish on concrete and hence called direct finish.


fatinnn_
post Oct 19 2014, 01:40 PM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
how to read the drawing plan and transfer the scale to a dimensional paper or slip sort based on SMM2?
fuzzy
post Oct 19 2014, 05:16 PM

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Bro, maybe you should open a similar thread in Property Talk to help fellow homeowners. One question, my new condo is going to be ready soon, from your point of view, what are the things I need to look out for, i.e. areas that construction companies / developers can skip on or most likely to have problem with?
5p3ak
post Oct 19 2014, 08:46 PM

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Your thoughts on Prefab housing?


Awakened_Angel
post Oct 19 2014, 08:57 PM

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QUOTE(Xisuka @ Oct 17 2014, 07:32 P)
2. Why always every flats, apartments, condos and high rises have leaking problems from floor above after 10 to 15 years?
*
Mostly contractor refuse to use waterproof systems
Awakened_Angel
post Oct 19 2014, 09:00 PM

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QUOTE(iwubpreve @ Oct 17 2014, 02:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
Jz stumple upon this thread

I am supplier in building materials

Theres much we can learn from each other
Critical_Fallacy
post Oct 19 2014, 11:16 PM

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QUOTE(Awakened_Angel @ Oct 19 2014, 08:57 PM)
Mostly contractor refuse to use waterproof systems
Uniform Building by-Laws 1984 - Clause 84

user posted image

I remember staying in a room next to the bathroom on a Condo in Penang 3 years ago. Guess what? At night the ammonia odor seeped into the room from the wall. rclxub.gif
Awakened_Angel
post Oct 20 2014, 08:36 AM

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QUOTE(Critical_Fallacy @ Oct 20 2014, 12:16 AM)
Uniform Building by-Laws 1984 - Clause 84

user posted image

I remember staying in a room next to the bathroom on a Condo in Penang 3 years ago. Guess what? At night the ammonia odor seeped into the room from the wall. rclxub.gif
*
when water evaporates, the water that used to occupy the space has became "cavity" within concrete. and capilalry effect cause the water the slip through...

so,

adequate waterproof is needed be it admixture or barrier
SUSpijaklu
post Oct 20 2014, 08:58 AM

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QUOTE(unequalteck @ Oct 17 2014, 04:47 PM)
Not all subcon are bad.

Not only MRT, almost all construction sites got accident occurred, for MRT such huge project just 3-4 cases considered very less d. Other small project maybe ur current house got pipu died during construction period u also dont know.

Cuz will old faster and low pay. Just like Singapore construction always got vacancy for Malaysian or Indonesian engineer. Because Singaporean want work inside office.
FYI for project like MRT, people in mmc gamuda who doing all these paper work is very high paid
*
im also paying my part time safety officer just round site 2 times a week around 16 man hours a month for rm4000. cheap or not cheap?
SUSpijaklu
post Oct 20 2014, 08:58 AM

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QUOTE(MeToo @ Oct 17 2014, 05:12 PM)
Why no hot girls working as labourer in construction industry?!
*
hot girl all sapu-ed by u redi brows.gif
SUSpijaklu
post Oct 20 2014, 09:00 AM

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QUOTE(iwubpreve @ Oct 17 2014, 05:14 PM)
fuel hike is impact on everything. this is called domino effect. however, in order to be competitive in construction industry, u have to bid the lowest u could. however please take note that this only apply on transparent bidding process, if u know what I mean biggrin.gif
*
for bidding process, we always paid some premium for insider just to win the bid. regarding the cost and budget, we will figure out later. eg, material swaping, alternative material, alternating specifications and etc
SUSpijaklu
post Oct 20 2014, 09:02 AM

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QUOTE(MeToo @ Oct 17 2014, 05:32 PM)
I used to do civil work. lady QS and engineer seen before la... but I wondering about female general worker la

» Click to show Spoiler - click again to hide... «

*
have brows.gif most my site supervisors will assign one as their "private assistant" if u know what i mean brows.gif site cabin is perfect for some research study brows.gif
Awakened_Angel
post Oct 20 2014, 09:04 AM

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QUOTE(pijaklu @ Oct 20 2014, 09:58 AM)
hot girl all sapu-ed by u redi  brows.gif
*
If you notice, some indon have their wife as helper as well
SUSpijaklu
post Oct 20 2014, 09:05 AM

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QUOTE(iwubpreve @ Oct 17 2014, 05:33 PM)
if u work as contractor, what u have to do is very simple, just be genuine and do what is right. this is because contractor just a middle person, u are in between client and supplier.

what u have to do is to get few supplier to get the specific item u want, what grade. and tell them u also get other to quote the same thing. so they will felt pressure and quote u according to market price.

eg. let say got a project demand conquas standard (mean very high quality when come to standard), and u ask a subcon to quote u for let's say plastering work. usually they will tell u "hi mr. contractor, I will give u 2 rate, 1 is conquas rate 1 is normal rate". just reply to them, "hey mr. subcontractor, just quote according to the project specification. i'll get other to do the same thing" so they will felt threaten a bit coz they can't quote high if they want to get the job.

so u just have to get few cost comparison and the market price will surface to u.

true story biggrin.gif
*
i done CONQUAS 21 and CIDB QLASSIC before, nothing different in rates. If priced high like 30% of standard rates due to excessive workmanship compliance and wastage allocation, we aint gonna win the bid. Bear in mine, Conquas have incentive and penalty scheme, it always not our target to hit any.
SUSpijaklu
post Oct 20 2014, 09:06 AM

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QUOTE(ah_suknat @ Oct 17 2014, 05:35 PM)
Really? How come sabah only rm17? When everything is more expensive here?

I buy one bag also that price wor
*
depends on supply in market, if cement factory doing annually mill cleaning, then its higher

and also credit term or cash

This post has been edited by pijaklu: Oct 20 2014, 09:06 AM
SUSpijaklu
post Oct 20 2014, 09:07 AM

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QUOTE(unequalteck @ Oct 17 2014, 05:54 PM)
Yes, my company got a project with Japanese contractor, they are really discipline and put safety as their first priority, but definitely not mrt project
*
dont forget they perform morning exercise every monday brows.gif
SUSleonhart88
post Oct 20 2014, 10:32 AM

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should I build 2nd storey for my house? to build 2nd storey is expensive 2x cost of the 1st floor? how can I renovate my house with cheapest rate? I still have 180sqf free at the back of my house(for bedroom and kitchen) and plan to have 2nd storey too for dry the clothes. should I build 2nd storey?

2nd storey overrated?

This post has been edited by leonhart88: Oct 20 2014, 10:33 AM
TSiwubpreve
post Oct 20 2014, 10:32 AM

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QUOTE(fatinnn_ @ Oct 19 2014, 01:40 PM)
how to read the drawing plan and transfer the scale to a dimensional paper or slip sort based on SMM2?
*
SMM2 is guideline to form the BQ. SMM2 let u know how u categorize all the item. first u need to categorize to the drawing to categories as follow,
1. work below lowest floor
2. frame
3. upper floor
4. roof structure
5. roof covering
6. roof drainage
7. stair structure
8. stair finishes
9. stair balustrade & handrail
10. external walls
11. windows
12. external doors
13. internal wall & partition
14. internal doors
15. internal wall finishes
16. internal floor finishes
17. internal ceiling finishes
18. external finishes
19. fittings, fixtures and furniture
20. sanitary appliances
21. sundries

then from there u measure 1 by 1. it's easy but complex.

usually this work done by freshgraduate. biggrin.gif
TSiwubpreve
post Oct 20 2014, 10:33 AM

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QUOTE(Awakened_Angel @ Oct 19 2014, 09:00 PM)
Jz stumple upon this thread

I am supplier in building materials

Theres much we can learn from each other
*
what u supply?

SUSleonhart88
post Oct 20 2014, 10:34 AM

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QUOTE(Awakened_Angel @ Oct 19 2014, 09:00 PM)
Jz stumple upon this thread

I am supplier in building materials

Theres much we can learn from each other
*
why suppliers have more profit than the producers? producers only 20% net margin whereas suppliers can profit 30%
TSiwubpreve
post Oct 20 2014, 10:38 AM

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QUOTE(leonhart88 @ Oct 20 2014, 10:32 AM)
should I build 2nd storey for my house? to build 2nd storey is expensive 2x cost of the 1st floor? how can I renovate my house with cheapest rate? I still have 180sqf free at the back of my house(for bedroom and kitchen) and plan to have 2nd storey too for dry the clothes. should I build 2nd storey?

2nd storey overrated?
*
expensive to build coz u already completed first floor without consider the foundation for 2nd storey. by add 1 more floor, u need a stronger foundation, stronger column and therefore a lot of abortive work need to be done. eg. such as u need to strengthen the column, do the underpinning work to have stronger foundation. perhaps hack off some ground floor slab just to increase few more footing and so on. need to engage consulting engineer to come out the drawing for u also. ain't cheap.
SUSleonhart88
post Oct 20 2014, 10:51 AM

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QUOTE(iwubpreve @ Oct 20 2014, 10:38 AM)
expensive to build coz u already completed first floor without consider the foundation for 2nd storey. by add 1 more floor, u need a stronger foundation, stronger column and therefore a lot of abortive work need to be done. eg. such as u need to strengthen the column, do the underpinning work to have stronger foundation. perhaps hack off some ground floor slab just to increase few more footing and so on. need to engage consulting engineer to come out the drawing for u also. ain't cheap.
*
actually no need abortive work ma. I only want to build the 180 sqf at back yard and 2nd storey 180 sqf. so there are 6 supportive columns. so should I abort my plan or just continue it?
TSiwubpreve
post Oct 20 2014, 11:13 AM

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QUOTE(leonhart88 @ Oct 20 2014, 10:51 AM)
actually no need abortive work ma. I only want to build the 180 sqf at back yard and 2nd storey 180 sqf. so there are 6 supportive columns. so should I abort my plan or just continue it?
*
ohh at the backyard. if like that it should be fine. just new foundation to backyard, new ground floor and new upper floor. get a consulting engineer and they will do everything for u. including local authority submission and approval. if u need it then just build it lo
red.john
post Oct 20 2014, 11:13 AM

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Hi!

I'm in construction too but mine is shipbuilding.
Does building construction have a monitoring 3rd party body for QAQC.
As in shipbuilding we have a plenty of established body to pick.
SUSleonhart88
post Oct 20 2014, 11:19 AM

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QUOTE(iwubpreve @ Oct 20 2014, 11:13 AM)
ohh at the backyard. if like that it should be fine. just new foundation to backyard, new ground floor and new upper floor. get a consulting engineer and they will do everything for u. including local authority submission and approval. if u need it then just build it lo
*
is it cheap or just a clueless act to build just 180sqf for 2nd floor? I think I just wanna hire indon labour to avoid expensive cost from engineer. Indon laour is enough and I will not tell local authority ma because I am in G&G residential and it's only 180sqf without roof for 2nd storey

TSiwubpreve
post Oct 20 2014, 11:26 AM

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QUOTE(leonhart88 @ Oct 20 2014, 11:19 AM)
is it cheap or just a clueless act to build just 180sqf for 2nd floor? I think I just wanna hire indon labour to avoid expensive cost from engineer. Indon laour is enough and I will not tell local authority ma because I am in G&G residential and it's only 180sqf without roof for 2nd storey
*
it's not advisable to do it without getting endorsement from engineer and approval from local authority. even u can over design it to ensure it's perfectly secure, sometimes unforeseen thing will just happen. if something happen and even not due to ur fault, not due to ur structural design issue, they will still pin point at u as u didn't get endorsement for the work and no approval from local authority at first place. so u lose the case b4 even it require to assess ur secured design.

anyway it ain't expensive also la. all those material is cheap. maybe u estimate about RM125/sqft for ur work. normal finishes, not expensive type. but endorsement and local authority expenses would be a lot as ur quantity is small yet the same procedure had to be go through.

This post has been edited by iwubpreve: Oct 20 2014, 11:28 AM
SUSpijaklu
post Oct 20 2014, 11:57 AM

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QUOTE(leonhart88 @ Oct 20 2014, 10:32 AM)
should I build 2nd storey for my house? to build 2nd storey is expensive 2x cost of the 1st floor? how can I renovate my house with cheapest rate? I still have 180sqf free at the back of my house(for bedroom and kitchen) and plan to have 2nd storey too for dry the clothes. should I build 2nd storey?

2nd storey overrated?
*
there are no local council in malaysia that allow you to top up another floor of building structure on existing floor unless you demolish and rebuilt.
SUSpijaklu
post Oct 20 2014, 11:59 AM

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QUOTE(leonhart88 @ Oct 20 2014, 10:34 AM)
why suppliers have more profit than the producers? producers only 20% net margin whereas suppliers can profit 30%
*
not really, supplier or trading have to give competitive credit terms like 60days 90 days 120 days or 150 days to secure a order. but most of the due payment will not be honored accordingly. profits is not the main concern for them, its "good paymaster"
SUSleonhart88
post Oct 20 2014, 12:45 PM

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QUOTE(iwubpreve @ Oct 20 2014, 11:26 AM)
it's not advisable to do it without getting endorsement from engineer and approval from local authority. even u can over design it to ensure it's perfectly secure, sometimes unforeseen thing will just happen. if something happen and even not due to ur fault, not due to ur structural design issue, they will still pin point at u as u didn't get endorsement for the work and no approval from local authority at first place. so u lose the case b4 even it require to assess ur secured design.

anyway it ain't expensive also la. all those material is cheap. maybe u estimate about RM125/sqft for ur work. normal finishes, not expensive type. but endorsement and local authority expenses would be a lot as ur quantity is small yet the same procedure had to be go through.
*
rm 125/sqft. means I need to spend rm 50k. not cheap too.
caballero206
post Oct 20 2014, 01:01 PM

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QUOTE(pijaklu @ Oct 20 2014, 11:57 AM)
there are no local council in malaysia that allow you to top up another floor of building structure on existing floor unless you demolish and rebuilt.
*
If underpinning work and enlarging the columns at below level are sufficient to cater for the load at upper floor, I believe its not necessary to demolish and rebuilt the whole structure.
TSiwubpreve
post Oct 20 2014, 01:02 PM

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QUOTE(leonhart88 @ Oct 20 2014, 12:45 PM)
rm 125/sqft. means I need to spend rm 50k. not cheap too.
*
this is the guide to budgeting. at the end could be low. anyway u have 2 storeys mang. substructure, ground slab, upper slab and a roof.
heLL_bOy
post Oct 20 2014, 01:07 PM

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if i wan to learn construction... ? which level should i start?
TSiwubpreve
post Oct 20 2014, 01:11 PM

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QUOTE(heLL_bOy @ Oct 20 2014, 01:07 PM)
if i wan to learn construction... ? which level should i start?
*
construction is so broad. what u wanna learn? there is no "one man show" company that can perform all the trade. biggrin.gif

This post has been edited by iwubpreve: Oct 20 2014, 01:12 PM
heLL_bOy
post Oct 20 2014, 01:13 PM

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i thinking to work it out in construction line... what do you think? my age 26 this year is that too late?

i feel construction line can earn big buck nod.gif
TSiwubpreve
post Oct 20 2014, 01:15 PM

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QUOTE(heLL_bOy @ Oct 20 2014, 01:13 PM)
i thinking to work it out in construction line... what do you think? my age 26 this year is that too late?

i feel construction line can earn big buck  nod.gif
*
construction industry so broad. variety of profession. what u want? the only party who earn big buck is developer.
heLL_bOy
post Oct 20 2014, 01:17 PM

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ohhh... what you working as now?
heLL_bOy
post Oct 20 2014, 01:19 PM

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nowdays if doing sub-con still can earn? or just so-so only hmm.gif
TSiwubpreve
post Oct 20 2014, 01:19 PM

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QUOTE(heLL_bOy @ Oct 20 2014, 01:17 PM)
ohhh... what you working as now?
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can't reveal tongue.gif
cicakubin
post Oct 20 2014, 01:20 PM

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if i want to build a house on my own agriculture land, should i submit any plan to majlis perbandaran or land office for approval?
TSiwubpreve
post Oct 20 2014, 01:21 PM

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QUOTE(heLL_bOy @ Oct 20 2014, 01:19 PM)
nowdays if doing sub-con still can earn? or just so-so only hmm.gif
*
can. have to be very competent. nowadays joinery work have the most profit margin. all the raw material is readily available.
TSiwubpreve
post Oct 20 2014, 01:25 PM

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QUOTE(cicakubin @ Oct 20 2014, 01:20 PM)
if i want to build a house on my own agriculture land, should i submit any plan to majlis perbandaran or land office for approval?
*
house for agricultural purpose? like build a barn?
cicakubin
post Oct 20 2014, 01:47 PM

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QUOTE(iwubpreve @ Oct 20 2014, 01:25 PM)
house for agricultural purpose? like build a barn?
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house for human to live la duh
TSiwubpreve
post Oct 20 2014, 02:18 PM

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QUOTE(cicakubin @ Oct 20 2014, 01:47 PM)
house for human to live la duh
*
refer section 115 of national land code,

QUOTE
115. Implied conditions affecting land subject to the category "agriculture". (1) Where any alienated land is subject by virtue of any provision of this Act to the category "agriculture", the following implied conditions shall, subject to sub-section (3), apply thereto-
(a) that no building shall be erected on the land other than a building or buildings to be used for one or more of the purposes specified or referred to in subsection (4);


subsection 4 as follow,

QUOTE
(4) The purposes referred to in paragraph (a) of sub-section (1) are the following-
(a) the purposes of a dwelling-house for the proprietor of the land or any other person lawfully in occupation thereof, or for the servants of, or any persons employed for agricultural purposes by, the proprietor or any other such person:
Provided that the dwelling-house for the proprietor of the land or any other person lawfully in occupation thereof shall not occupy more than one-fifth of the whole area of the land or two hectares, whichever is the lesser;
(b) the purposes of agriculture;
© the purpose of extracting or processing raw material from any agricultural produce of such land;
(d) the purpose of preparing for distribution any such material or produce, or any honey-bees, livestock or reptiles kept or bred on such land, or the produce of such livestock or aquaculture on such land;
(e) the purposes of providing educational, medical, sanitary or other welfare facilities, including (so far as they are provided primarily for use by persons employed on the land) facilities for the purchase of goods and other commodities;
(f) any purpose which the State Authority may prescribe for the purposes of this section by rules under section 14;
(g) any purpose which the State Authority may think fit to authorise in the circumstances of any particular case;
(h) any purpose incidental to a purpose falling within any of the preceding paragraphs.

cicakubin
post Oct 20 2014, 02:23 PM

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QUOTE(iwubpreve @ Oct 20 2014, 02:18 PM)
refer section 115 of national land code,
subsection 4 as follow,
*
u never entered any village in malaysia do u? haish, i guess i entered wrong forum
SUSleonhart88
post Oct 20 2014, 02:25 PM

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QUOTE(iwubpreve @ Oct 20 2014, 01:15 PM)
construction industry so broad. variety of profession. what u want? the only party who earn big buck is developer.
*
how to become a developer? I saw many developers do not have architect or civil engineer but economy background
TSiwubpreve
post Oct 20 2014, 02:26 PM

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QUOTE(cicakubin @ Oct 20 2014, 02:23 PM)
u never entered any village in malaysia do u? haish, i guess i entered wrong forum
*
ok sad.gif
dkk
post Oct 20 2014, 04:45 PM

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QUOTE(iwubpreve @ Oct 20 2014, 02:18 PM)
refer section 115 of national land code,
subsection 4 as follow,
*
Does 4(a) says it's OK if the house is for the proprietor or the occupier, or their servants. Subject to the house not taking up more than 20% of the land area or 2 hectares (which ever is less).

I assume this is so the farmer can live on his own farm, so that he don't have to commute from a separate house very far away. So the farmer can build a house for himself, but not 10 houses to rent out.

Or am I reading it wrong?
SUSpijaklu
post Oct 20 2014, 05:08 PM

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QUOTE(caballero206 @ Oct 20 2014, 01:01 PM)
If underpinning work and enlarging the columns at below level are sufficient to cater for the load at upper floor, I believe its not necessary to demolish and rebuilt the whole structure.
*
with the underpining cost and enlarging works, might as well u demolish it as u need to cater a new stair case as well
TSiwubpreve
post Oct 20 2014, 05:32 PM

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QUOTE(dkk @ Oct 20 2014, 04:45 PM)
Does 4(a) says it's OK if the house is for the proprietor or the occupier, or their servants. Subject to the house not taking up more than 20% of the land area or 2 hectares (which ever is less).

I assume this is so the farmer can live on his own farm, so that he don't have to commute from a separate house very far away. So the farmer can build a house for himself, but not 10 houses to rent out.

Or am I reading it wrong?
*
yes.
TSiwubpreve
post Oct 20 2014, 05:45 PM

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QUOTE(leonhart88 @ Oct 20 2014, 02:25 PM)
how to become a developer? I saw many developers do not have architect or civil engineer but economy background
*
if u have money u can become developer already. u don't need to have architect background because u hire architect's service.

how developer work? for developer that have money but no land, they will conduct feasibility study. I draft a simple feasibility study format below la.

first they have to come out the GDV first. (Gross Development Value)

100 unit x 1200sqft x selling price base on the location market price (say KLCC at RM1500/sqft) = 180millions

now with this 180 millions then reverse study on the cost by key in following detail
1. Land Cost, A
1. Consultant Fee, B
2. Building Cost, C
3. Local Authority Contribution, D
4. Finance Charges, E (of course developer will borrow money from bank to finance their work as they have no cash)
5. Marketing & Advertising, F

A+B+C+D+E+F = G

6. Profit Margin, H

G + H = 180 millions
H = 180millions - G

So if the H (Profit Margin) is acceptable, then they will proceed it.

Of course above is a simple 1. in actual it's very detail as they have to estimate the most accurate the possible.

SUScall me random
post Oct 20 2014, 08:10 PM

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hi TS i hv another question.. how often ppl design pilecaps to be interlapping with the slab.

i mean beam also inside the pilecaps, slab also inside the pilecaps..

hmm.gif
Agent 45
post Oct 20 2014, 09:03 PM

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1. what is lacing/lacer bar in beam?

2. what is the function of bonding ties? is it steel bar that stick out from column and stiffener? usually how many layers will need one bonding tie?
Awakened_Angel
post Oct 20 2014, 09:17 PM

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QUOTE(leonhart88 @ Oct 20 2014, 11:34 AM)
why suppliers have more profit than the producers? producers only 20% net margin whereas suppliers can profit 30%
*
It all boils down to which type of supply(steel, cement,erosion control, roof, insulation tile, paint etc) and level of distribution(pib job, small job, medium job, special job etc)

Some producers profit up to 40% while some down to 2%
Awakened_Angel
post Oct 20 2014, 09:27 PM

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QUOTE(iwubpreve @ Oct 20 2014, 11:33 AM)
what u supply?
*
You name it
Re bar
bRC
Cement
Brick
Structural steel
Plumbing(pvc upvc mpvc GI DI CI VCP )
Truss
Roof
Erosion control(gabion geotextile terramesh geobag)
Chemical compound
Paint
General haradware etc
spacelion
post Oct 21 2014, 12:11 AM

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QUOTE(unequalteck @ Oct 17 2014, 04:47 PM)
FYI for project like MRT, people in mmc gamuda who doing all these paper work is very high paid
*
just want to point out that mmc gamuda engineers do not do paperwork. They REVIEW paperwork submitted by WPC (works package contractor).

For some package the engineer is very slack while for some package the engineer is quite rigid, so it differs, some things that cannot pass for my package will pass for other package and vice versa.

Anyway it's up to the ICE (independent consulting engineer) and the MRTC observer to comment bcos even the MGJV ppl want to push the paperwork through.

And all these thing in the end come up to taichi here and there, make sure that we hit all the QRM target and looks good during the meeting is good enuf.
Critical_Fallacy
post Oct 21 2014, 12:15 AM

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QUOTE(spacelion @ Oct 21 2014, 12:11 AM)
just want to point out that mmc gamuda engineers do not do paperwork. They REVIEW paperwork submitted by WPC (works package contractor).
Do you mean the work method statement? unsure.gif
spacelion
post Oct 21 2014, 12:21 AM

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QUOTE(leonhart88 @ Oct 20 2014, 10:34 AM)
why suppliers have more profit than the producers? producers only 20% net margin whereas suppliers can profit 30%
*
haha, u stumble on the way ppl make money. main company lose money but its alright bcos your small company that supply barang earn money.
spacelion
post Oct 21 2014, 12:24 AM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 12:15 AM)
Do you mean the work method statement? unsure.gif
*
yes

for some package the method statement go thru smoothly whereas for other package (like mine) it go through quite a few revision before they satisfied. u can tell when u use other package for reference and you see they code 1 after 1-2 submission already ... lol.

WPC do a lot of other things as well, most of paperwork that MGJV do is related to SI and from what i can see they are not willing to take the lead in resolving intra package matters. U see how they are damn slack in coordinating things, always push to WPC and ask us to resolve among ourselves.
Critical_Fallacy
post Oct 21 2014, 12:31 AM

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QUOTE(spacelion @ Oct 21 2014, 12:24 AM)
for some package the method statement go thru smoothly whereas for other package (like mine) it go through quite a few revision before they satisfied. u can tell when u use other package for reference and you see they code 1 after 1-2 submission already ... lol.
Bro, I understand just how you feel as I went through the experience. nod.gif

Sometimes, you have to kawan-baik² with the Resident Engineers. icon_idea.gif
Critical_Fallacy
post Oct 21 2014, 12:35 AM

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QUOTE(iwubpreve @ Oct 19 2014, 11:54 AM)
1. subcontractor chosen by architect, we called that nominated subcontractor. contractor can reject if he got a good ground. this is stipulated in the standard form of contract.
Just wondering...

(1) Is the Contractor liable for design produced by a nominated sub-contractor?

(2) If the Architect’s design is faulty, but the Contractor builds it badly, who is liable?

(3) Say a contractor, working under a PAM'98 contract, knows broadly what is required, but does not have drawings or specification which shows precisely what is required. So, the contractor thinks it knows what to do and carries on with the work to its own detail. Subsequently, the detail fails with serious consequences. For example, it might be a badly constructed roof detail, an inadequate stanchion base or perhaps wrongly positioned heating pipes. Is the Contractor liable for something done on its own initiative?
spacelion
post Oct 21 2014, 12:55 AM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 12:31 AM)
Bro, I understand just how you feel as I went through the experience. nod.gif

Sometimes, you have to kawan-baik² with the Resident Engineers. icon_idea.gif
*
actually it's the ICE that cause trouble. Well, he's just doing his job, I guess if there is no ICE then everything will be very cincai.
Critical_Fallacy
post Oct 21 2014, 12:58 AM

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QUOTE(spacelion @ Oct 21 2014, 12:55 AM)
actually it's the ICE that cause trouble. Well, he's just doing his job, I guess if there is no ICE then everything will be very cincai.
Are you working under Gamuda in Dubai? unsure.gif
TSiwubpreve
post Oct 21 2014, 07:37 AM

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QUOTE(call me random @ Oct 20 2014, 08:10 PM)
hi TS i hv another question.. how often ppl design pilecaps to be interlapping with the slab.

i mean beam also inside the pilecaps, slab also inside the pilecaps..

hmm.gif
*
I no idea how often. but I encounter this design also. not very often la. usually beam connected to stump of that pile cap.

ops, also reveal that my core is not engineering laugh.gif
unequalteck
post Oct 21 2014, 08:01 AM

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QUOTE(spacelion @ Oct 21 2014, 12:11 AM)
just want to point out that mmc gamuda engineers do not do paperwork. They REVIEW paperwork submitted by WPC (works package contractor).

For some package the engineer is very slack while for some package the engineer is quite rigid, so it differs, some things that cannot pass for my package will pass for other package and vice versa.

Anyway it's up to the ICE (independent consulting engineer) and the MRTC observer to comment bcos even the MGJV ppl want to push the paperwork through.

And all these thing in the end come up to taichi here and there, make sure that we hit all the QRM target and looks good during the meeting is good enuf.
*
What I mean is they rarely will go into technical part, review drawing find mistakes, send TQ to rush design team, force u to issue acp ifc. Just keep on rushing wpc and design team.

Yea I agree that their taichi are damn powderful
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post Oct 21 2014, 08:15 AM

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QUOTE(iwubpreve @ Oct 21 2014, 07:37 AM)
I no idea how often. but I encounter this design also. not very often la. usually beam connected to stump of that pile cap.

ops, also reveal that my core is not engineering laugh.gif
*
usually its on top of one another, no interlapping wan.. dunno what to save also lol
my core also not engineering i guess.. i do whats need to get done only biggrin.gif
TSiwubpreve
post Oct 21 2014, 09:25 AM

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QUOTE(call me random @ Oct 21 2014, 08:15 AM)
usually its on top of one another, no interlapping wan.. dunno what to save also lol
my core also not engineering i guess.. i do whats need to get done only biggrin.gif
*
I believe if possible they will connect to the stump. unless the pile cap is too high and hence if they still want that desired ground floor level, they might as well remove the stump and sit directly on the pile cap. after all, the load still transfer to pile cap.

I encounter this design at hill side project in mon't kiara. mon't kiara is a hill hence the name bukit kiara.
Awakened_Angel
post Oct 21 2014, 09:26 AM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 01:35 AM)
Just wondering...

(1) Is the Contractor liable for design produced by a nominated sub-contractor?

(2) If the Architect’s design is faulty, but the Contractor builds it badly, who is liable?

(3) Say a contractor, working under a PAM'98 contract, knows broadly what is required, but does not have drawings or specification which shows precisely what is required. So, the contractor thinks it knows what to do and carries on with the work to its own detail. Subsequently, the detail fails with serious consequences. For example, it might be a badly constructed roof detail, an inadequate stanchion base or perhaps wrongly positioned heating pipes. Is the Contractor liable for something done on its own initiative?
*
EVERYTHING BECOME CONTRACTOR`S FAULT......

as usual....

just share my experience in supplying projects...

one job has five consulant

C&S
M&E
environment
safety
medical consultant(for hospital)

when consultant M&E say I need this steel to be erected here to has stiff suport

then next day consultant C&S say cannot as it may increase its weight per area

soon safety consultant say can, but need to shift it...

in the end, all cost boils down to contractor


TSiwubpreve
post Oct 21 2014, 09:36 AM

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QUOTE(Agent 45 @ Oct 20 2014, 09:03 PM)
1. what is lacing/lacer bar in beam?

2. what is the function of bonding ties? is it steel bar that stick out from column and stiffener? usually how many layers will need one bonding tie?
*
1. actually I no idea the exactly function of lacer bar in beam. usually it used to hold the "cage" prior concrete casting. ensure the beam "cage" is in correct shape and position prior concrete casting.

2. bonding tie is also use to hold the rebar. in case when casting concrete it give way go to left or right. it need bonding tie till full length base on the spacing mentioned in the drawing. however if u mention those exposed starter bar that reserve for future then it's just few layers.

u mean S1 in the picture below right?


Attached image(s)
Attached Image
TSiwubpreve
post Oct 21 2014, 09:41 AM

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QUOTE(spacelion @ Oct 21 2014, 12:11 AM)
just want to point out that mmc gamuda engineers do not do paperwork. They REVIEW paperwork submitted by WPC (works package contractor).

For some package the engineer is very slack while for some package the engineer is quite rigid, so it differs, some things that cannot pass for my package will pass for other package and vice versa.

Anyway it's up to the ICE (independent consulting engineer) and the MRTC observer to comment bcos even the MGJV ppl want to push the paperwork through.

And all these thing in the end come up to taichi here and there, make sure that we hit all the QRM target and looks good during the meeting is good enuf.
*
for MRT project, MMC-Gamuda construct all the underground station. for elevated track and elevated station, MMC-Gamuda doing management. they manage those contractor that take different packages of all the elevated track and station. those contractor is gadang, suncon, ijm and etc. from thereon, gadang, suncon, ijm actually not doing physical work, they manage their subcon to deliver the work to them. and that's how construction work can used to stimulate economy. biggrin.gif
TSiwubpreve
post Oct 21 2014, 09:57 AM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 12:35 AM)
Just wondering...

(1) Is the Contractor liable for design produced by a nominated sub-contractor?

(2) If the Architect’s design is faulty, but the Contractor builds it badly, who is liable?

(3) Say a contractor, working under a PAM'98 contract, knows broadly what is required, but does not have drawings or specification which shows precisely what is required. So, the contractor thinks it knows what to do and carries on with the work to its own detail. Subsequently, the detail fails with serious consequences. For example, it might be a badly constructed roof detail, an inadequate stanchion base or perhaps wrongly positioned heating pipes. Is the Contractor liable for something done on its own initiative?
*
good question biggrin.gif

(1)
there are 2 type of subcontractor namely domestic subcontractor and nominated subcontractor. main contractor have direct contractual relationship with them so if any of them in default, main contractor will have to be liable because after all they are main contractor's baby. the differences is that when nominated subcontractor in default, main contractor can claim those damages against employer if nominated subcontractor not capable of remedy the damages. the reason is because there is a collateral warranty between employer and nominated subcontractor and hence privity of contract established simply because of employer selecting the nominated subcontractor.

but for domestic subcontractor side, main contractor cannot indemnify against employer for all the fault due to the DSC as appointing of DSC is nothing to do v employer.

(2)
Architect. provided u can prove that his design is not workable. there is 1 term called Frustration in contractual term. refer wiki link abt what is frustration
http://en.wikipedia.org/wiki/Frustration_of_purpose
QUOTE
In the law of contracts, frustration of purpose is a defense to enforcement of the contract. Frustration of purpose occurs when an unforeseen event undermines a party's principal purpose for entering into a contract, and both parties knew of this principal purpose at the time the contract was made. Despite frequently arising as a result of government action, any third party (or even nature) can frustrate a contracting party's primary purpose for entering into the contract. This concept is also called commercial frustration.


example of frustration is let's say suddenly government announce that material "x" is banned, then it's a frustration that not due to contractor fault.

however if it was proven it's self-induced frustration, then it contractor own fault. this mean the frustration happen due to contractor incompetence. it's duty of contractor to raise up the issue during tender stage. when u accepted the condition during tender stage, u deems to accepting that it's workable.

(3)
yes. u know a term called "silence in golden", apply here so nicely biggrin.gif contractor have to request information from consultant when it have no detail. contractor shouldn't take risk propose own thing without seeking approval. after all, if consultant delay in giving information, detail, it is contractor right to claim for extension of time and hence u got loss and expenses due to prolongation.
TSiwubpreve
post Oct 21 2014, 10:00 AM

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QUOTE(unequalteck @ Oct 21 2014, 08:01 AM)
What I mean is they rarely will go into technical part, review drawing find mistakes, send TQ to rush design team, force u to issue acp ifc. Just keep on rushing wpc and design team.

Yea I agree that their taichi are damn powderful
*
u know that the contractual term of "tai chi" called burden of proof
http://en.wikipedia.org/wiki/Legal_burden_of_proof
QUOTE
The burden of proof (Latin: onus probandi) is the imperative on a party in a trial to produce the evidence that will shift the conclusion away from the default position to one's own position.

TSiwubpreve
post Oct 21 2014, 10:23 AM

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QUOTE(Awakened_Angel @ Oct 21 2014, 09:26 AM)
EVERYTHING BECOME CONTRACTOR`S FAULT......

as usual....

just share my experience in supplying projects...

one job has five consulant

C&S
M&E
environment
safety
medical consultant(for hospital)

when consultant M&E say I need this steel to be erected here to has stiff suport

then next day consultant C&S say cannot as it may increase its weight per area

soon safety consultant say can, but need to shift it...

in the end, all cost boils down to contractor
*
better get the contractor to get approval on material. if the purchase made after approval, then can use that to claim for abortive material cost.

but of course u know, if the cost ain't big, contractor also don't wanna calculative so much. why wanna offend someone that give u job? maybe they will give u even more job in future if u please them? but at the same time they also ask supplier to absorb. if supplier calculate so much also, main contractor won't buy material from u in future also. so it's ur call tongue.gif

This post has been edited by iwubpreve: Oct 21 2014, 10:24 AM
SUScall me random
post Oct 21 2014, 11:13 AM

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QUOTE(iwubpreve @ Oct 21 2014, 09:25 AM)
I believe if possible they will connect to the stump. unless the pile cap is too high and hence if they still want that desired ground floor level, they might as well remove the stump and sit directly on the pile cap. after all, the load still transfer to pile cap.

I encounter this design at hill side project in mon't kiara. mon't kiara is a hill hence the name bukit kiara.
*
stump is only necessary if there underground services je, dowan kena pilecap because size of stump is smaller than that of pilecaps.

but u see hor, if slab also put inside the pilecap, it seems like the effective pilecaps also reduced might as well reduce the overall depth of the pilecaps. can save rebar formwork n concrete..
oh well.. i dunno also i no see calculations just speaking fr a laymen point of view only..
TSiwubpreve
post Oct 21 2014, 11:56 AM

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QUOTE(call me random @ Oct 21 2014, 11:13 AM)
stump is only necessary if there underground services je, dowan kena pilecap because size of stump is smaller than that of pilecaps.

but u see hor, if slab also put inside the pilecap, it seems like the effective pilecaps also reduced might as well reduce the overall depth of the pilecaps. can save rebar formwork n concrete..
oh well.. i dunno also i no see calculations just speaking fr a laymen point of view only..
*
oic, u concern of quantity of material. but then I believe they did that concern on the magnitude of force more than material. not substantial amount of material are there also, plus this happen on ground level and not all typical level, so cost won't be much.
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post Oct 21 2014, 12:15 PM

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QUOTE(iwubpreve @ Oct 21 2014, 11:56 AM)
oic, u concern of quantity of material. but then I believe they did that concern on the magnitude of force more than material. not substantial amount of material are there also, plus this happen on ground level and not all typical level, so cost won't be much.
*
yalor dowan 1 small mistake risk hundreds of pipu life on top sweat.gif
tis one hi rise wor... foundation must take care vr carefully i suppose
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post Oct 21 2014, 12:44 PM

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QUOTE(iwubpreve @ Oct 21 2014, 11:23 AM)
better get the contractor to get approval on material. if the purchase made after approval, then can use that to claim for abortive material cost.

but of course u know, if the cost ain't big, contractor also don't wanna calculative so much. why wanna offend someone that give u job? maybe they will give u even more job in future if u please them? but at the same time they also ask supplier to absorb. if supplier calculate so much also, main contractor won't buy material from u in future also. so it's ur call tongue.gif
*
HAHA... MANA ADA SUPPLIER that would absorb the cost...

another thing faced...

insufficient detail in BQ...

ask engineer... ikutla mane mane... or this and that

then supplied, and chief engineerdont want
TSiwubpreve
post Oct 21 2014, 01:33 PM

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QUOTE(Awakened_Angel @ Oct 21 2014, 12:44 PM)
HAHA... MANA ADA SUPPLIER that would absorb the cost...

another thing faced...

insufficient detail in BQ...

ask engineer... ikutla mane mane... or this and that

then supplied, and chief engineerdont want
*
because BQ need to read in conjunction with drawing, specification and design intent. if info is unclear need to study together with drawing. if the contract is lump sump basis then the BQ is actually just for reference.
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post Oct 21 2014, 01:36 PM

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Generally speaking, what are your views on property market now?
Bullish, Bearish, or Neutral.
Critical_Fallacy
post Oct 21 2014, 04:49 PM

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QUOTE(Awakened_Angel @ Oct 21 2014, 12:44 PM)
insufficient detail in BQ...

ask engineer... ikutla mane mane... or this and that

then supplied, and chief engineer don't want
QUOTE(iwubpreve @ Oct 21 2014, 01:33 PM)
because BQ need to read in conjunction with drawing, specification and design intent. if info is unclear need to study together with drawing. if the contract is lump sump basis then the BQ is actually just for reference.
Wrong information, impracticable designs, or unclear specifications. Yup, these problems are faced by many suppliers as well as the procurement officers. Some purchase requests made by the incompetent/young Engineers with incomplete specifications on the BQ, are simply insufficient detail for the purchaser to source the right item or the supplier to provide an accurate quote.

Some Project Managers who authorize the purchase requests also do not check the required specification carefully. For example, young engineers often don't attention to the I-beams that are available in a variety of standard sizes and thickness. The same for piping standards ASTM API BS JIS DIN. When the material is delayed, they will play the blame game. sweat.gif

Besides, the person who performs the material take-offs does not communicate with the Engineers. Engineer obtains the BQ from them and directly fax the raw BQ (with Company chop) to the Suppliers. doh.gif

This post has been edited by Critical_Fallacy: Oct 21 2014, 04:54 PM
TSiwubpreve
post Oct 21 2014, 05:06 PM

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QUOTE(5p3ak @ Oct 19 2014, 08:46 PM)
Your thoughts on Prefab housing?
*
forgot to reply this. yes, I like prefab. the correct term is called IBS aka Industrialized Building System.

following is just my opinion. I actually like IBS. however it seems very difficult to practice here due to the high expenses of doing pre-fabrication. huge equipment expenses require. pre-fabrication require higher cost of construction cost and hence until now not much company wanna adopt it. perhaps the recent capital allowance to increase automation in labour intensive in budget 2015 will encourage the purchase and usage of equipment and more IBS? just my thought. biggrin.gif
Critical_Fallacy
post Oct 21 2014, 05:21 PM

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QUOTE(iwubpreve @ Oct 21 2014, 05:06 PM)
forgot to reply this. yes, I like prefab. the correct term is called IBS aka Industrialized Building System.

following is just my opinion. I actually like IBS. however it seems very difficult to practice here due to the high expenses of doing pre-fabrication. huge equipment expenses require. pre-fabrication require higher cost of construction cost and hence until now not much company wanna adopt it. perhaps the recent capital allowance to increase automation in labour intensive in budget 2015 will encourage the purchase and usage of equipment and more IBS? just my thought. biggrin.gif
The time to erect a Prefab building is fast. I've seen how they erected McDonald's at Kulim Landmark Central in 2012. laugh.gif
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post Oct 21 2014, 05:49 PM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 06:21 PM)
The time to erect a Prefab building is fast. I've seen how they erected McDonald's at Kulim Landmark Central in 2012. laugh.gif
*
I have supplied some material to sites which they use polystyrene composite box as well

http://www.iris.com.my/KOTO_IBS/main.html
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post Oct 21 2014, 06:03 PM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 05:49 PM)
Wrong information, impracticable designs, or unclear specifications. Yup, these problems are faced by many suppliers as well as the procurement officers. Some purchase requests made by the incompetent/young Engineers with incomplete specifications on the BQ, are simply insufficient detail for the purchaser to source the right item or the supplier to provide an accurate quote.

Some Project Managers who authorize the purchase requests also do not check the required specification carefully. For example, young engineers often don't attention to the I-beams that are available in a variety of standard sizes and thickness. The same for piping standards ASTM API BS JIS DIN. When the material is delayed, they will play the blame game. sweat.gif

Besides, the person who performs the material take-offs does not communicate with the Engineers. Engineer obtains the BQ from them and directly fax the raw BQ (with Company chop) to the Suppliers. doh.gif
*
most BQ state like this

to use wall cladding (as manufacurer`s detail) or (engineer approval- which retrn to first)
5p3ak
post Oct 21 2014, 07:27 PM

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QUOTE(iwubpreve @ Oct 21 2014, 05:06 PM)
forgot to reply this. yes, I like prefab. the correct term is called IBS aka Industrialized Building System.

following is just my opinion. I actually like IBS. however it seems very difficult to practice here due to the high expenses of doing pre-fabrication. huge equipment expenses require. pre-fabrication require higher cost of construction cost and hence until now not much company wanna adopt it. perhaps the recent capital allowance to increase automation in labour intensive in budget 2015 will encourage the purchase and usage of equipment and more IBS? just my thought. biggrin.gif
*
I see didn't know there are high expenses involved in IBS.

Another question, what are teh requirements to drive heavy equpiment? Like those mobile cranes...so pro I see those divers notworthy.gif
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post Oct 21 2014, 08:56 PM

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QUOTE(iwubpreve @ Oct 21 2014, 09:36 AM)
1. actually I no idea the exactly function of lacer bar in beam. usually it used to hold the "cage" prior concrete casting. ensure the beam "cage" is in correct shape and position prior concrete casting.

2. bonding tie is also use to hold the rebar. in case when casting concrete it give way go to left or right. it need bonding tie till full length base on the spacing mentioned in the drawing. however if u mention those exposed starter bar that reserve for future then it's just few layers.

u mean S1 in the picture below right?
*
i mean bonding ties in brickwall?? rclxub.gif
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QUOTE(iwubpreve @ Oct 18 2014, 09:16 AM)
grade 25/30 mostly is on floor slab and beam, internal column is grade 40. of course some case might have exception. like retaining wall grade 60. again, it is all design by conslting engineer as accordance to BS 5950. i understand that in the book it keep tell us concrete have high compressive strength and compensate the steel weak of compressive strength. but rebar have yield stress of 460N/mm2 in contrast of concrete have 40N/mm2 (depend on which concreet u use) it's depend on how u lay the rebar. if u lay the rebar horizontally and the loading in from top to bottom, then it's weak in compressive strength, but if u bend the rebar and let it bulging on top and apply the force again, it have way higher compressive strength than concrete. this is also how pre-stress reinforced concrete work came about.
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Sorry bro. A little correction here. Compressive strength and tensile strength is two totally different thing. Tensile test is carried out for steel materials such as rebar, I-beam, Steel pipe casing etc. It is a "pulling" test so that we can know how much is the yield strength and tensile strength before failure.

Lets say we are going to construct a single storey building. Inside the columns, the designers will on use the minimum amount of steel as per the BS's requirement. This is because the column does not have to resist much moment. Heck, you don't really need rebar for single storey columns. Some people even used bricks for their columns and there are no issues as long as the foundation is stable. My senior engineer once said the only time that the rebar will come to work is when there is a crack in your column which is wide enough for you to see your rebar. Otherwise, your structure will rely on your concrete's compressive strength only. That is why for bigger and heavier structures, we specify higher concrete grades. At the same time, it will also reduce the amount of required steel area. Hence please dont just add or use bigger rebars when the specified sizes are unavailable. There is a limit too.

You can also think of it this way. Why rebars are allowed to use lappings for extensions. If it is used to handle compression such as normal steel structure (H-Sections), lapping is definitely not acceptable. Imagine it sliding down because it is tied together with a wire only. The reason lapping is adequate because we only need them for their tensile strength to resist moment. You will also never see a steel structure being built by using rebars. All of them are built using proper structural steels which have enough strength to resist buckling during compression. Rebars are too slender, hence it will buckle easily. It can be used as bracing to prevent the steel structures from buckling though.
TSiwubpreve
post Oct 23 2014, 09:20 AM

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QUOTE(Critical_Fallacy @ Oct 21 2014, 05:21 PM)
The time to erect a Prefab building is fast. I've seen how they erected McDonald's at Kulim Landmark Central in 2012. laugh.gif
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QUOTE(5p3ak @ Oct 21 2014, 07:27 PM)
I see didn't know there are high expenses involved in IBS.
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with IBS and well planning, the superstructure of 30 storey can be complete is just 15 days. (of course, the substructure aka foundation work have to be complete first)

TSiwubpreve
post Oct 23 2014, 09:23 AM

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QUOTE(5p3ak @ Oct 21 2014, 07:27 PM)
Another question, what are teh requirements to drive heavy equpiment? Like those mobile cranes...so pro I see those divers notworthy.gif
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those are crane operator. no idea whether they need licence to drive those equipment or not. should need ba. all these while just order directly from machinery renting company. those machinery renting company will rent the machine inclusive of operator.
5p3ak
post Oct 23 2014, 09:30 AM

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QUOTE(iwubpreve @ Oct 23 2014, 09:23 AM)
those are crane operator. no idea whether they need licence to drive those equipment or not. should need ba. all these while just order directly from machinery renting company. those machinery renting company will rent the machine inclusive of operator.
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i see, one day I wanna learn how to drive big cranes tongue.gif they're just so badasss

what? laugh.gif


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post Oct 23 2014, 09:32 AM

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QUOTE(vxv @ Oct 22 2014, 09:54 PM)
Sorry bro. A little correction here. Compressive strength and tensile strength is two totally different thing. Tensile test is carried out for steel materials such as rebar, I-beam, Steel pipe casing etc. It is a "pulling" test so that we can know how much is the yield strength and tensile strength before failure.

Lets say we are going to construct a single storey building. Inside the columns, the designers will on use the minimum amount of steel as per the BS's requirement. This is because the column does not have to resist much moment. Heck, you don't really need rebar for single storey columns. Some people even used bricks for their columns and there are no issues as long as the foundation is stable. My senior engineer once said the only time that the rebar will come to work is when there is a crack in your column which is wide enough for you to see your rebar. Otherwise, your structure will rely on your concrete's compressive strength only. That is why for bigger and heavier structures, we specify higher concrete grades. At the same time, it will also reduce the amount of required steel area. Hence please dont just add or use bigger rebars when the specified sizes are unavailable. There is a limit too.

You can also think of it this way. Why rebars are allowed to use lappings for extensions. If it is used to handle compression such as normal steel structure (H-Sections), lapping is definitely not acceptable. Imagine it sliding down because it is tied together with a wire only. The reason lapping is adequate because we only need them for their tensile strength to resist moment. You will also never see a steel structure being built by using rebars. All of them are built using proper structural steels which have enough strength to resist buckling during compression. Rebars are too slender, hence it will buckle easily. It can be used as bracing to prevent the steel structures from buckling though.
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I know what is compressive strength and tensile strength. they are different. example when u bend a eraser with bulging on top, tensile force occur at the top and compressive force occur at the bottom.

all these while I only do high rise building hence not encounter much on those landed property. what I mean is steel have higher compressive strength than concrete in term of their properties. if u are engineer u will know what I mean below.

for a beam, let's say the compressive stress is not achieve, then engineer will add top bar at beam. so that it will increase the compressive strength of the beam when load applied on top of the beam. steel is expensive material and hence like u say, they try to use as minimum as possible for steel so that it can help client to save cost which is also client's needs in having more profit. for competent client, they will check the ratio of steel to concrete so they know which engineer over design and hence they will eliminate on using those engineers as those engineer over design to ensure the building is safe instead of use minimum amount of steel that save client development cost.
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post Oct 23 2014, 09:33 AM

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QUOTE(5p3ak @ Oct 23 2014, 09:30 AM)
i see, one day I wanna learn how to drive big cranes tongue.gif they're just so badasss

what? laugh.gif
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operator quite high wages also. anyway is dangerous la. there are incident like their head is chopped when operate forklift.
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post Oct 23 2014, 09:48 AM

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I have a crush on my housemate. He's studying degree in construction management.
How do I get his heart easily?
vxv
post Oct 23 2014, 01:32 PM

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QUOTE(iwubpreve @ Oct 23 2014, 09:32 AM)
I know what is compressive strength and tensile strength. they are different. example when u bend a eraser with bulging on top, tensile force occur at the top and compressive force occur at the bottom.

all these while I only do high rise building hence not encounter much on those landed property. what I mean is steel have higher compressive strength than concrete in term of their properties. if u are engineer u will know what I mean below.

for a beam, let's say the compressive stress is not achieve, then engineer will add top bar at beam. so that it will increase the compressive strength of the beam when load applied on top of the beam. steel is expensive material and hence like u say, they try to use as minimum as possible for steel so that it can help client to save cost which is also client's needs in having more profit. for competent client, they will check the ratio of steel to concrete so they know which engineer over design and hence they will eliminate on using those engineers as those engineer over design to ensure the building is safe instead of use minimum amount of steel that save client development cost.
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The compressive strength for steel is too high. That is why we never even measured their strength. I bet the compressive machine will fail first if you try to compress a steel plate or cube. The reason we add rebar into concrete beams is to reinforce them. Hence the reason why we called them reinforced concrete. The concrete here is the main character and the rebar is just the support. We also never measure the yield strength of the concrete because it will fail almost immediately when pulled (Very low tensile strength) and that is the reason why we add rebars into concrete. For beams, when subjected to dead loads and live loads, it will bend downwards. However, the concrete's strength is from compression. If bending, then it will crack and thus the reason why we add rebars. To enhance the tensile strength of the concrete.

Furthermore, you need to check on which load combinations that your beam failed. During uplift or normal combinations? This is because adding rebars for top part of beam does not help much if the beam is facing downwards force. Furthermore it will only congest the top part of the beam and makes it harder for the concretor and probably end up with a beam full of honeycombs.

However, back to rebars, you can eliminate the need for rebars in your concrete products IF your concrete has enough ductility. One of the latest products are Ultra high performance ductile concrete (UHPDC). Recently went to their seminar and was very impressed by this technology. They manage to make their concrete ductile and hence eliminating the needs for any rebar. Furthermore, the concrete strength is also increased by a lot and hence can be stressed further. Very ideal for long span prestressed bridge. You can read about it here. http://www.dura.com.my/uhpc/dura-uhpdc

Btw, you are a QS right?

This post has been edited by vxv: Oct 23 2014, 01:36 PM
TSiwubpreve
post Oct 23 2014, 02:02 PM

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QUOTE(TunaFish1990 @ Oct 23 2014, 10:09 AM)
simple one..if i wanna do below Reno, do i need to get permit and submit plan to Perbandaran XXXX?

1) I want to add a divider between my living hall and dining hall...for example if the width is 40ft, my divider (brick) will be 25ft..so there will be some gap on both sides roughly 7ft each.

2) If my brother's house is nxt to mine in a Terrace, i want to break down part of the wall between our houses, like living hall. For example the house if 80ft long..our living hall is roughly 20ft..in between i want to open a gap around 10ft so it can connect to both houses. Do i need permit/plan submission?

tank kiu.
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1) correct procedure wise, yes u have to. but most people didn't do it la. and I think using gypsum board would be easier. in case u wanna sell the house and the buyer insist u to remove the wall, gypsum wall is easy to dismantle and dispose compared to brickwall smile.gif

2) procedure wise, yes, u have to. those runner competent engineer can help u do all, like one stop center like that do everything. of course if that is loadbearing wall, then u can't do anything as break down that wall will cause the entire house collapse. if condominium then it's even harder as management office will never allow that.
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post Oct 23 2014, 02:06 PM

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QUOTE(vxv @ Oct 23 2014, 01:32 PM)
The compressive strength for steel is too high. That is why we never even measured their strength. I bet the compressive machine will fail first if you try to compress a steel plate or cube. The reason we add rebar into concrete beams is to reinforce them. Hence the reason why we called them reinforced concrete. The concrete here is the main character and the rebar is just the support. We also never measure the yield strength of the concrete because it will fail almost immediately when pulled (Very low tensile strength) and that is the reason why we add rebars into concrete. For beams, when subjected to dead loads and live loads, it will bend downwards. However, the concrete's strength is from compression. If bending, then it will crack and thus the reason why we add rebars. To enhance the tensile strength of the concrete.

Furthermore, you need to check on which load combinations that your beam failed. During uplift or normal combinations? This is because adding rebars for top part of beam does not help much if the beam is facing downwards force. Furthermore it will only congest the top part of the beam and makes it harder for the concretor and probably end up with a beam full of honeycombs.

However, back to rebars, you can eliminate the need for rebars in your concrete products IF your concrete has enough ductility. One of the latest products are Ultra high performance ductile concrete (UHPDC). Recently went to their seminar and was very impressed by this technology. They manage to make their concrete ductile and hence eliminating the needs for any rebar. Furthermore, the concrete strength is also increased by a lot and hence can be stressed further. Very ideal for long span prestressed bridge. You can read about it here. http://www.dura.com.my/uhpc/dura-uhpdc

Btw, you are a QS right?
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I come across a lot of new technology that tried to introduced here in Malaysia. most of them hardly penetrate through the market as here still resistant to change. client usually not confident on new thing and want to be safe. and second if ur new technology cause more cost than original traditional method, they don't feel like it's worth it to change.

I'm nobody biggrin.gif

anyway I see all these in the perspective view of engineer, QS, architect and client. all have different concern.
pigrabbit
post Oct 23 2014, 04:04 PM

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QUOTE(iwubpreve @ Oct 17 2014, 05:15 PM)
not suitable for girl working there. there do have some girl are engineer, but very very less. but there have a lot of girls worked as QS.

generally girl is not suitable.
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I had applied engineer post as safety officer in construction. The manager require a lady as they are very typical type and can manage work properly.
However, they arent willing to adjust flexi time due to me, as a mother, need to send kids to school and nursery.

PLus working time also longer compare to manufacturing company.

pLus, the bangla worker there, keep on staring at me eventhough i'm dress in jeans and wide tshirt. (I am abit boyish type)

goes to 2nd interview, the project manager, said" wow! good and nice!"
I was like huh??!

then I asked him, he said my body figure nice. wtf^&%^.

i write my expected salary, normal as market, 30% higher than my current.

the project manager, said "Is too overprice". and again wtf*&^&%&^

the next day, next week, next month, and now, next year... No news at all..

Conclusion, waste my time travelling to the site and attend twice for interview on weekend.
TSiwubpreve
post Oct 23 2014, 04:19 PM

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QUOTE(pigrabbit @ Oct 23 2014, 04:04 PM)
I had applied engineer post as safety officer in construction. The manager require a lady as they are very typical type and can manage work properly.
However, they arent willing to adjust flexi time due to me, as a mother, need to send kids to school and nursery.

PLus working time also longer compare to manufacturing company.

pLus, the bangla worker there, keep on staring at me eventhough i'm dress in jeans and wide tshirt. (I am abit boyish type)

goes to 2nd interview, the project manager, said" wow! good and nice!"
I was like huh??!

then I asked him, he said my body figure nice. wtf^&%^.

i write my expected salary, normal as market, 30% higher than my current.

the project manager, said "Is too overprice". and again wtf*&^&%&^

the next day, next week, next month, and now, next year... No news at all..

Conclusion, waste my time travelling to the site and attend twice for interview on weekend.
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ya, woman not advisable to work at site la. definitely lot pipu will stare at u. construction site pipu like to talk dark humour as if it is normal. if can avoid better avoid that la. u got green book?
pigrabbit
post Oct 23 2014, 04:28 PM

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QUOTE(iwubpreve @ Oct 23 2014, 04:19 PM)
ya, woman not advisable to work at site la. definitely lot pipu will stare at u. construction site pipu like to talk dark humour as if it is normal. if can avoid better avoid that la. u got green book?
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got. thats whhy there cant even pay for 5k for a 6 yrs experience(3 yrs fresh + after 3 yrs with green book). the tauke Still want to try to demand lower.
TSiwubpreve
post Oct 23 2014, 04:37 PM

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QUOTE(pigrabbit @ Oct 23 2014, 04:28 PM)
got. thats whhy there cant even pay for 5k for a 6 yrs experience(3 yrs fresh + after 3 yrs with green book). the tauke Still want to try to demand lower.
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ic. very high demand safety officer. why not try oil and gas?
Critical_Fallacy
post Oct 23 2014, 05:28 PM

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QUOTE(pigrabbit @ Oct 23 2014, 04:28 PM)
got. thats whhy there cant even pay for 5k for a 6 yrs experience (3 yrs fresh + after 3 yrs with green book). the tauke Still want to try to demand lower.
Try this! icon_rolleyes.gif

M+W High Tech Projects Malaysia Sdn Bhd
20th Floor, Unit A, Gurney Tower
No 18 Persiaran Gurney
10250 Penang, Malaysia
Phone +604-370-4500
Fax +604-370-4510
Critical_Fallacy
post Oct 23 2014, 05:34 PM

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QUOTE(pigrabbit @ Oct 23 2014, 04:04 PM)
i write my expected salary, normal as market, 30% higher than my current.
Or this:

Lead Management Engineering (Malaysia) Sdn Bhd
No. 124/125 Jalan Persiaran 6,
Kulim Avenue, Kulim Hi Tech Park,
09000 Kulim, Kedah
Tel: +604 410 2128
Fax: +604 484 6902

Should be able to command your expected salary. sweat.gif
subrok007
post Oct 23 2014, 07:55 PM

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QUOTE(5p3ak @ Oct 21 2014, 07:27 PM)
I see didn't know there are high expenses involved in IBS.

Another question, what are teh requirements to drive heavy equpiment? Like those mobile cranes...so pro I see those divers notworthy.gif
*
For tower crane, u need to go through jkkp to get license
For mobile crane, u need driving license for lorry class, and jkkp for operate crane.. Those heavy equipment need jkkp license.. Fyi jkkp in English dosh
Agent 45
post Oct 23 2014, 08:49 PM

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QUOTE(Critical_Fallacy @ Oct 23 2014, 05:28 PM)
Try this! icon_rolleyes.gif

M+W High Tech Projects Malaysia Sdn Bhd
20th Floor, Unit A, Gurney Tower
No 18 Persiaran Gurney
10250 Penang, Malaysia
Phone +604-370-4500
Fax +604-370-4510
*
is this company good?
ianmavis2004
post Oct 23 2014, 11:02 PM

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The company thst I work is looking for Facade Engineer as permanent employer. Do you all guys got anybody for introdution?
Critical_Fallacy
post Oct 24 2014, 02:10 AM

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QUOTE(ianmavis2004 @ Oct 23 2014, 11:02 PM)
The company thst I work is looking for Facade Engineer as permanent employer. Do you all guys got anybody for introdution?
BlueScope Lysaght? unsure.gif
SUSblinkxox
post Oct 24 2014, 03:08 AM

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i wanna supply construction raw material.

got contacts to share? brows.gif
fondo
post Oct 24 2014, 08:51 AM

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iwubpreve, please enlighten me on loss & expense.

How do I claim this when project delay for years?
TSiwubpreve
post Oct 24 2014, 09:56 AM

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QUOTE(ianmavis2004 @ Oct 23 2014, 11:02 PM)
The company thst I work is looking for Facade Engineer as permanent employer. Do you all guys got anybody for introdution?
*
company name?
TSiwubpreve
post Oct 24 2014, 09:56 AM

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QUOTE(blinkxox @ Oct 24 2014, 03:08 AM)
i wanna supply construction raw material.

got contacts to share?  brows.gif
*
what material?
TSiwubpreve
post Oct 24 2014, 11:21 AM

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QUOTE(fondo @ Oct 24 2014, 08:51 AM)
iwubpreve, please enlighten me on loss & expense.

How do I claim this when project delay for years?
*
good question.

loss and expenses (LE) is a sensitive issue. will offend client no doubt biggrin.gif

in order to claim loss and expenses, u have to demonstrate ur entitlement of EOT. to do that u need to have the original baseline (original master programme). then u have to revise the programme by incorporate ur entitlement of EOT inside. by do that ur baseline become baseline 2 (example). then u have to justify ur expenses but putting in the expenses into that period.

example:
1. original rent 5 month of tower crane, now 7 months, u get 2 months.
2. original u pay wages to ur stuff 7 months, now 5 months

bear in mind not all is straight away stuff.

there are few dalays,
culpable delay - contractor fault and therefore not entitle for LE nor EOT
concurrent delay - both contractor and employer contribute to the delay, hence EOT entitle LE not entitle
non culpable delay - employer/architect fault and contractor entitle both EOT and LE
fondo
post Oct 24 2014, 01:32 PM

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QUOTE(iwubpreve @ Oct 24 2014, 11:21 AM)
good question.

loss and expenses (LE) is a sensitive issue. will offend client no doubt biggrin.gif

in order to claim loss and expenses, u have to demonstrate ur entitlement of EOT. to do that u need to have the original baseline (original master programme). then u have to revise the programme by incorporate ur entitlement of EOT inside. by do that ur baseline become baseline 2 (example). then u have to justify ur expenses but putting in the expenses into that period.

example:
1. original rent 5 month of tower crane, now 7 months, u get 2 months.
2. original u pay wages to ur stuff 7 months, now 5 months

bear in mind not all is straight away stuff.

there are few dalays,
culpable delay - contractor fault and therefore not entitle for LE nor EOT
concurrent delay - both contractor and employer contribute to the delay, hence EOT entitle LE not entitle
non culpable delay - employer/architect fault and contractor entitle both EOT and LE
*
iwubpreve
1) how do i justify?
By contract prelims? Or actual loss?

2) in terms of claim, what claim are we talking about? Contract ie. Progress claim? Or...

3) what is your point of view in view of the L&E claim practice in construction industry?

4)hehe...
SUSblinkxox
post Oct 24 2014, 03:10 PM

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QUOTE(iwubpreve @ Oct 24 2014, 09:56 AM)
what material?
*
need anything from quarry? brows.gif
TSiwubpreve
post Oct 24 2014, 03:14 PM

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QUOTE(fondo @ Oct 24 2014, 01:32 PM)
iwubpreve
1) how do i justify?
By contract prelims? Or actual loss?

2) in terms of claim, what claim are we talking about? Contract ie. Progress claim? Or...

3) what is your point of view in view of the L&E claim practice in construction industry?

4)hehe...
*
1)
u have to justify the programme first. example I demonstrate u the original baseline and revised baseline after 5 month of Extension of Time granted. base on the chart, u entitle 5 months and time, and ur LE have to base on the affected loss and expenses that direct related to the EOT that granted. Example, u granted 5 months EOT, however tower crane just require extra 3 months only and hence u entitle to claim 3 months renting cost of tower crane. however because ur project team still run until the end, so u entitle 5 months wages for ur project team. hence it's not everything automatically get 5 months.

depend on agreement, some contract impose a clause whereby on when come to loss and expense claim, u need to show the actual record (those actual receipt to show that u really spent this amount)

2)
what claim u mean? I don't get u.

3)
L&E is definitely entitle. however as I mention early, this is sensitive issue and client never like this. even contract prohibit u from claiming L&E, some contract impose the clause whereby loss and expense is not allow, however when come to construction work, those changes instructed by client is a variation and in some form, varying the original contract also is a "breach of contract" and remedy automatically come in which is in the form of L&E. not easy thing as a lot of justification require if u want to claim that much.

4)hoho...


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TSiwubpreve
post Oct 24 2014, 03:16 PM

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QUOTE(blinkxox @ Oct 24 2014, 03:10 PM)
need anything from quarry? brows.gif
*
precious quarry have? stone block also is quarry to me. can chop the stone block into precious marble / granite brows.gif
Critical_Fallacy
post Oct 24 2014, 06:10 PM

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QUOTE(fondo @ Oct 24 2014, 08:51 AM)
How do I claim this when project delay for years?
QUOTE(iwubpreve @ Oct 24 2014, 11:21 AM)
loss and expenses (LE) is a sensitive issue. will offend client no doubt biggrin.gif
I feel that fondo's true question is "How can a contractor claim for disruption of work?"

Disruption often affects non-critical parts of a project, but not to the extent that those parts become critical. If a contractor was kept on site for longer than the contract period, it used to be accepted that the contractor would be able to recover overhead costs and loss of profit for the whole of the period of delay, provided that the delay or disruption of work was not due to its own fault of course.

Commonly, a contractor’s claim for delay or disruption relies on comparing anticipated with actual labor costs. This approach, however, is lacking in any kind of merit because there may be many reasons for the costs of labor being greater than the contractor anticipated at tender stage, other than reasons for which the employer or the architect can be held accountable.

An acceptable method of evaluating disruption is to compare: the value to the contractor of the work done per man during a period of no disruption, with the value per man doing the disrupted period, and then to apply the ratio obtained to the total cost of labor. It is obvious that, if this method is to work, the defendant (Employer / Architect) may argue that it must be possible to isolate a period free from disruption.
z800r
post Oct 26 2014, 09:26 AM

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Im from manufacturing background.. Wanna work in civil eng industry. Can or not? Haha. As site supervisor maybe. Wanna try my luck. Sp setia or any big firm sure wont hire manufacturing grads. Now im working as production supervisor.
spacelion
post Oct 26 2014, 09:46 PM

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QUOTE(z800r @ Oct 26 2014, 09:26 AM)
Im from manufacturing background.. Wanna work in civil eng industry. Can or not? Haha. As site supervisor maybe. Wanna try my luck. Sp setia or any big firm sure wont hire manufacturing grads. Now im working as production supervisor.
*
site supervisor is diploma job worh

normally just see drawing and ensure the subcon do their work ???

This post has been edited by spacelion: Oct 26 2014, 09:46 PM
TSiwubpreve
post Oct 27 2014, 11:00 AM

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QUOTE(z800r @ Oct 26 2014, 09:26 AM)
Im from manufacturing background.. Wanna work in civil eng industry. Can or not? Haha. As site supervisor maybe. Wanna try my luck. Sp setia or any big firm sure wont hire manufacturing grads. Now im working as production supervisor.
*
should be fine. a lot of subcon willing to hire u as site supervisor is really a job without much qualification. work under the hot sun mang.
zxic
post Oct 27 2014, 09:17 PM

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How does the crane adjust it's height ? And how does it get on top of tall buildings during construction? Thanks
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post Oct 28 2014, 07:40 AM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
Ok. Pardon my stupid unprofessional and overlly general questions.

1) What is the best developer out there? If I want to buy house.

2) What does an engineer do in the construction industry?

3) What is the green thing around buildings that are in the process of construction?


TSiwubpreve
post Oct 28 2014, 08:31 AM

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QUOTE(zxic @ Oct 27 2014, 09:17 PM)
How does the crane adjust it's height ? And how does it get on top of tall buildings during construction? Thanks
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tower crane will climb itself as the building progress reach higher level by adding the mast. after complete, it will lower down itself also by dissemble the mast part by part as it lowering down. in here, most common tower crane we used is hammerhead and luffing crane.

think the video speak louder biggrin.gif

futra
post Oct 28 2014, 08:32 AM

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Hi, i'm not sure if this is directly related..

How does one apply the position for Safety Officer @ SO? What qualifications/background needed? Thanks.
TSiwubpreve
post Oct 28 2014, 08:42 AM

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QUOTE(seahshiren @ Oct 28 2014, 07:40 AM)
Ok. Pardon my stupid unprofessional and overlly general questions.

1) What is the best developer out there? If I want to buy house.

2) What does an engineer do in the construction industry?

3) What is the green thing around buildings that are in the process of construction?
*
1)
best developer? I think buy property see ur budget since the property price is very much related to its location. in my opinion, those developer that doesn't squeeze the contractor to the max is the best 1. as the contractor get what he want and he build what the developer want. if the developer squeeze all the single cents from the contractor and contractor have no choice but to reduce the quality to comply to the cost. but since u asked, in my opinion the good developer are Selangor Dredging, Symphony Life, UM Land. biggrin.gif

2)
Engineer is consulting engineer where they design the building to suit to requirement of architecture and infrastructure of building.

3)
safety net.
TSiwubpreve
post Oct 28 2014, 08:44 AM

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QUOTE(futra @ Oct 28 2014, 08:32 AM)
Hi, i'm not sure if this is directly related..

How does one apply the position for Safety Officer @ SO? What qualifications/background needed? Thanks.
*
attend a course conducted by niosh. u need to have green book to call urself as certified competent safety officer.
futra
post Oct 28 2014, 08:45 AM

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QUOTE(iwubpreve @ Oct 28 2014, 08:44 AM)
attend a course conducted by niosh. u need to have green book to call urself as certified competent safety officer.
*
Ok, really appreciate it. Thanks smile.gif R u an SO, if u dun mind me asking?
jeffvip
post Oct 28 2014, 08:47 AM

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How to solve a water leaking issue on a previously cold joint area?
TSiwubpreve
post Oct 28 2014, 09:02 AM

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QUOTE(futra @ Oct 28 2014, 08:45 AM)
Ok, really appreciate it. Thanks  smile.gif  R u an SO, if u dun mind me asking?
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can't reveal abt my identity tongue.gif
TSiwubpreve
post Oct 28 2014, 09:10 AM

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QUOTE(jeffvip @ Oct 28 2014, 08:47 AM)
How to solve a water leaking issue on a previously cold joint area?
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different measure will be taken depend on how severe the water leaking are and what kind of exposure of the surface. normally, they will just do pressure grout injection at the water leaking zone with each point for injection is very close to each other in order to fill in the water capillary within the slab.
stupiak07
post Oct 28 2014, 09:19 AM

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what the permit process needed for building a container house?

pigrabbit
post Oct 28 2014, 09:24 AM

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QUOTE(Critical_Fallacy @ Oct 23 2014, 05:28 PM)
Try this! icon_rolleyes.gif

M+W High Tech Projects Malaysia Sdn Bhd
20th Floor, Unit A, Gurney Tower
No 18 Persiaran Gurney
10250 Penang, Malaysia
Phone +604-370-4500
Fax +604-370-4510
*
Whats job is this? Construction firm?
TSiwubpreve
post Oct 28 2014, 09:36 AM

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QUOTE(stupiak07 @ Oct 28 2014, 09:19 AM)
what the permit process needed for building a container house?
*
container house seems like a trend now sweat.gif to be honest I have no idea what are the jurisdiction out there whether container to be undergo the same process like building a house.
stupiak07
post Oct 28 2014, 09:43 AM

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QUOTE(iwubpreve @ Oct 28 2014, 09:36 AM)
container house seems like a trend now sweat.gif to be honest I have no idea what are the jurisdiction out there whether container to be undergo the same process like building a house.
*
haha, was considering to making 1 into workshop as its cheaper than building 1
Critical_Fallacy
post Oct 28 2014, 05:54 PM

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QUOTE(pigrabbit @ Oct 28 2014, 09:24 AM)
Whats job is this? Construction firm?
Engineering, Procurement and Construction (EPC) Contractor

We build high-tech factories! icon_rolleyes.gif
fondo
post Oct 30 2014, 08:01 PM

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QUOTE(iwubpreve @ Oct 28 2014, 09:10 AM)
different measure will be taken depend on how severe the water leaking are and what kind of exposure of the surface. normally, they will just do pressure grout injection at the water leaking zone with each point for injection is very close to each other in order to fill in the water capillary within the slab.
*
Whose fault normally when we are talking about water leaking from the above slab normally around lift core?

I am confuse about cold joint, normally between lift core and floor slab? Lift core constructed, then only cast slab, then cold joint might occur?

Or, the logistic problem which there is delay in the ready mix concrete truck and affected the pouring of the concrete which eventually resulted to new and old joint and resulted to cold joint? How? How la?

iwubpreve
BlackPen
post Oct 30 2014, 11:40 PM

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why qs job overloaded and underpaid..please answer me
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post Oct 31 2014, 08:30 AM

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QUOTE(fondo @ Oct 30 2014, 08:01 PM)
Whose fault normally when we are talking about water leaking from the above slab normally around lift core?

I am confuse about cold joint, normally between lift core and floor slab? Lift core constructed, then only cast slab, then cold joint might occur?

Or, the logistic problem which there is delay in the ready mix concrete truck and affected the pouring of the concrete which eventually resulted to new and old joint and resulted to cold joint? How? How la?

iwubpreve
*
yes, but no wet area would be around lift core. so it shouldn't have any water leaking issue la. which also mean they will not consider any water proofing work at there.

poor concrete quality will result those honeycomb and etc but not likely cold joint. usually they will have quality control over concrete. when concrete truck arrive, they will do the slump test on the spot, if acceptable then only start to pour the concrete. cold joint arise because of no good treatment on the joint prior casting la. eg. such as bonding of hardened concrete and new concrete, proper reinforcement.
TSiwubpreve
post Oct 31 2014, 08:32 AM

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QUOTE(BlackPen @ Oct 30 2014, 11:40 PM)
why qs job overloaded and underpaid..please answer me
*
because u didn't ask for more. if u capable, a lot of people willing to hire u 1. perhaps ur employer willing to keep u from jumping ship by counter offer if u can make money for company. plus now shortage of manpower, can demand even more for QS I think. after all, QS is directly dealing with figure, hence ur salary will be higher as the figure is always the thing ur boss wanted to know. ur boss will very likely always in touch v u. biggrin.gif
BlackPen
post Oct 31 2014, 11:18 AM

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QUOTE(iwubpreve @ Oct 31 2014, 08:32 AM)
because u didn't ask for more. if u capable, a lot of people willing to hire u 1. perhaps ur employer willing to keep u from jumping ship by counter offer if u can make money for company. plus now shortage of manpower, can demand even more for QS I think. after all, QS is directly dealing with figure, hence ur salary will be higher as the figure is always the thing ur boss wanted to know. ur boss will very likely always in touch v u. biggrin.gif
*
the market price is underpaid ..what to do doh.gif a bit regret to study QS sweat.gif
TSiwubpreve
post Oct 31 2014, 11:20 AM

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QUOTE(BlackPen @ Oct 31 2014, 11:18 AM)
the market price is underpaid ..what to do  doh.gif a bit regret to study QS  sweat.gif
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starting is like that 1 la. need to gai a bit 1. too many took up QS course. in TAR college, course with most student is Accouting, second is QS.
BlackPen
post Oct 31 2014, 11:29 AM

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QUOTE(iwubpreve @ Oct 31 2014, 11:20 AM)
starting is like that 1 la. need to gai a bit 1. too many took up QS course. in TAR college, course with most student is Accouting, second is QS.
*
last time i study at tarc..starting 300+ end up 200+

most of them when to SG work..and some of them not work as QS..

Now study at Taylor's starting 90+. Now only 62 students left laugh.gif

I don't see all students will work as QS laugh.gif overloaded job/underpaid job/boring job..

what i see is QS require:- 1/3 of Lawyer, 1/3 of Engineer, and 1/3 of Accounting laugh.gif
stargamer
post Oct 31 2014, 03:28 PM

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how much money need to build a big mansion?
TSiwubpreve
post Oct 31 2014, 03:41 PM

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QUOTE(stargamer @ Oct 31 2014, 03:28 PM)
how much money need to build a big mansion?
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175/sqft. do your maths.
TSiwubpreve
post Oct 31 2014, 03:42 PM

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QUOTE(BlackPen @ Oct 31 2014, 11:29 AM)
last time i study at tarc..starting 300+ end up 200+

most of them when to SG work..and some of  them not work as QS..

Now study at Taylor's starting 90+. Now only 62 students left  laugh.gif

I don't see all students will work as QS laugh.gif overloaded job/underpaid job/boring job..

what i see is QS require:- 1/3 of Lawyer, 1/3 of Engineer, and 1/3 of Accounting  laugh.gif
*
depend la. a good QS usually will not work as QS la. more on management. QS oversee a lot of thing. after all, construction is about money. everything related to money.
Pugface
post Nov 1 2014, 10:50 AM

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TS, I've recently bought a house. To be exact, it's emira residence by OSK group. Developer is ribuan ekuiti. I've heard many words around saying OSK work are always so-so and usually will have defects..

I am new to this. It's for own stay. What should I do and what should I look out for when I receive the new house? How do I run my own inspection to make sure there aren't any defect common people like me can't detect? Please enlighten me!

notworthy.gif notworthy.gif
TSiwubpreve
post Nov 1 2014, 11:55 AM

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QUOTE(Pugface @ Nov 1 2014, 10:50 AM)
TS, I've recently bought a house. To be exact, it's emira residence by OSK group. Developer is ribuan ekuiti. I've heard many words around saying OSK work are always so-so and usually will have defects..

I am new to this. It's for own stay. What should I do and what should I look out for when I receive the new house? How do I run my own inspection to make sure there aren't any defect common people like me can't detect? Please enlighten me!

notworthy.gif notworthy.gif
*
ic. can let me know ur property price and the total build up area? different tier need to have different measure when come to inspect the house smile.gif
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post Nov 1 2014, 12:05 PM

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QUOTE(iwubpreve @ Nov 1 2014, 11:55 AM)
ic. can let me know ur property price and the total build up area? different tier need to have different measure when come to inspect the house smile.gif
*
Abt 350k.
614sq ft. smile.gif
TSiwubpreve
post Nov 1 2014, 12:23 PM

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QUOTE(Pugface @ Nov 1 2014, 12:05 PM)
Abt 350k.
614sq ft.  smile.gif
*
oic, about RM570 per sqft. seems like a 2nd tier property in klang valley so can't be fussy as if it's 1st tier quality la tongue.gif

just check about the functionality of those thing ok already. ironmongery is work, the key is correct, the qty of power points is as per agreement, check the wall facing outside 1 whether it's humid to ensure no water seeping through especially windows edge, check the toilet floor by pour a lot of water on the floor to see if the water will flow to the floor trap. sometimes the floor tile they didn't make it a fall, to let the water flow to floor trap, check the floor/wall tile if it already broken as sometimes after completed the work, the other trade by damage it. check timber floor also if u have that as timber floor is fragile especially contact v water. it will bulging when contact with water.

basically is like that. if first tier, there were a lot of thing have to taken care of biggrin.gif
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post Nov 1 2014, 03:38 PM

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QUOTE(iwubpreve @ Nov 1 2014, 12:23 PM)
oic, about RM570 per sqft. seems like a 2nd tier property in klang valley so can't be fussy as if it's 1st tier quality la tongue.gif

just check about the functionality of those thing ok already. ironmongery is work, the key is correct, the qty of power points is as per agreement, check the wall facing outside 1 whether it's humid to ensure no water seeping through especially windows edge, check the toilet floor by pour a lot of water on the floor to see if the water will flow to the floor trap. sometimes the floor tile they didn't make it a fall, to let the water flow to floor trap, check the floor/wall tile if it already broken as sometimes after completed the work, the other trade by damage it. check timber floor also if u have that as timber floor is fragile especially contact v water. it will bulging when contact with water.

basically is like that. if first tier, there were a lot of thing have to taken care of biggrin.gif
*
I see I see! I plan to renovate abit. It's a one bedroom house so I plan to build a wall in between to create another smaller room. Any idea on the budget I should prepare?? Thanks again sifu
grunge
post Nov 1 2014, 04:47 PM

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A normal 3 storey shop lot built in the 70s 80s, how much load can they withstand before collapse?
Hollow21
post Nov 1 2014, 04:58 PM

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May I know what is the psf to build a 2-story shoplot??
TSiwubpreve
post Nov 1 2014, 05:05 PM

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QUOTE(Pugface @ Nov 1 2014, 03:38 PM)
I see I see! I plan to renovate abit. It's a one bedroom house so I plan to build a wall in between to create another smaller room. Any idea on the budget I should prepare?? Thanks again sifu
*
depend what are the wall u want. gymsum board, brickwall, etc. gymsum board is pretty cheap nowadays. since ur qty is small, should be within 1.5k.
TSiwubpreve
post Nov 1 2014, 05:07 PM

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QUOTE(Hollow21 @ Nov 1 2014, 04:58 PM)
May I know what is the psf to build a 2-story shoplot??
*
depend how big u want la. assume 900 - 1000 sqft per storey. standard.
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post Nov 1 2014, 05:11 PM

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QUOTE(grunge @ Nov 1 2014, 04:47 PM)
A normal 3 storey shop lot built in the 70s 80s, how much load can they withstand before collapse?
*
won't collapse unless u use it for other purpose. example, that is residential house, but u use it as warehouse and store and stacking up a lot of heavy stuff, will collapse 1. their original design intent is meant for residential hence the loading is as per the residential loading. if u want to know the exact loading u have to go and refer to BS5950 manual reference. but then best to get engineer to design if u wanna modify that house smile.gif
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post Nov 1 2014, 05:51 PM

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QUOTE(iwubpreve @ Nov 1 2014, 05:07 PM)
depend how big u want la. assume 900 - 1000 sqft per storey. standard.
*
Sorry sorry...I mean how many RM/psf?.... sweat.gif sweat.gif
TSiwubpreve
post Nov 1 2014, 06:03 PM

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QUOTE(Hollow21 @ Nov 1 2014, 05:51 PM)
Sorry sorry...I mean how many RM/psf?.... sweat.gif  sweat.gif
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always use 175/sqft for budgeting.
5p3ak
post Nov 1 2014, 06:43 PM

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Why and when to choose a luffing crane over a hammerhead or flat top crane? Cuz sometimes I see some site only have luffing crane hmm.gif
blacktubi
post Nov 1 2014, 08:59 PM

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Did you guys pay TM so they can install the infra faster hmm.gif

Some new project don't even have telephone wire
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post Nov 1 2014, 11:25 PM

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QUOTE(iwubpreve @ Nov 1 2014, 05:05 PM)
depend what are the wall u want. gymsum board, brickwall, etc. gymsum board is pretty cheap nowadays. since ur qty is small, should be within 1.5k.
*
A million thanks! rclxms.gif
TSiwubpreve
post Nov 2 2014, 12:06 AM

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QUOTE(5p3ak @ Nov 1 2014, 06:43 PM)
Why and when to choose a luffing crane over a hammerhead or flat top crane? Cuz sometimes I see some site only have luffing crane hmm.gif
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because hammerhead span too long. especially at klang valley, the site is small hence hammerhead tower crane span beyond the boundary of site which is prohibited by local authority.
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post Nov 2 2014, 08:59 AM

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QUOTE(iwubpreve @ Nov 2 2014, 12:06 AM)
because hammerhead span too long. especially at klang valley, the site is small hence hammerhead tower crane span beyond the boundary of site which is prohibited by local authority.
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I see thanks for da info biggrin.gif

Also do you have any idea how to make a house more insulated? The other day I have a thought if a house more insulated means less air con usage? hmm.gif
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post Nov 2 2014, 01:10 PM

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QUOTE(pigrabbit @ Oct 28 2014, 09:24 AM)
Whats job is this? Construction firm?
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not sure if you are still looking but my company is looking for SHOs with green card. PM me
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post Nov 2 2014, 03:39 PM

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QUOTE(5p3ak @ Nov 2 2014, 08:59 AM)
I see thanks for da info biggrin.gif

Also do you have any idea how to make a house more insulated? The other day I have a thought if a house more insulated means less air con usage? hmm.gif
*
apply tinting on your windows. beside that there other way is to get a contractor that do a layer of gymsum board on the wall, apply a layer of rockwool on the wall surface b4 use the gypsum board to close up. but not cost efficient i think sweat.gif
5p3ak
post Nov 2 2014, 05:31 PM

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QUOTE(iwubpreve @ Nov 2 2014, 03:39 PM)
apply tinting on your windows. beside that there other way is to get a contractor that do a layer of gymsum board on the wall, apply a layer of rockwool on the wall surface b4 use the gypsum board to close up. but not cost efficient i think sweat.gif
*
not cost efficient? unsure.gif

This post has been edited by 5p3ak: Nov 2 2014, 06:05 PM
TSiwubpreve
post Nov 2 2014, 08:05 PM

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QUOTE(5p3ak @ Nov 2 2014, 05:31 PM)
not cost efficient? unsure.gif
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mean u spend more overall. or maybe u need save 10 years electric bill get back those cost? plus when u put rockwool and gypsum board, ur wall set back a little bit. make ur room smaller.

brickwall generally not good in thermal insulation

to save that better get inverter aircond smile.gif

oh ya, overall u still can be green (save energy and sources of thing)
1. fix rainwater harvesting tank to collect rainwater for flushing toilet
2. fixing solar panel (but not really cost effective at the moment as it is so expensive)
3. put more glazing panel at windows so fully utilize daylight
4. LED light fitting for lesser energy consumption


Sime Darby is going toward this direction when developing properties.

This post has been edited by iwubpreve: Nov 2 2014, 08:10 PM
5p3ak
post Nov 2 2014, 08:55 PM

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QUOTE(iwubpreve @ Nov 2 2014, 08:05 PM)
mean u spend more overall. or maybe u need save 10 years electric bill get back those cost? plus when u put rockwool and gypsum board, ur wall set back a little bit. make ur room smaller.

brickwall generally not good in thermal insulation

to save that better get inverter aircond smile.gif

oh ya, overall u still can be green (save energy and sources of thing)
1. fix rainwater harvesting tank to collect rainwater for flushing toilet
2. fixing solar panel (but not really cost effective at the moment as it is so expensive)
3. put more glazing panel at windows so fully utilize daylight
4. LED light fitting for lesser energy consumption
Sime Darby is going toward this direction when developing properties.
*
I see, what about ceiling ? hmm.gif
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post Nov 2 2014, 08:57 PM

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QUOTE(5p3ak @ Nov 2 2014, 08:55 PM)
I see, what about ceiling ? hmm.gif
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u mean insulation? same use rockwool then gypsum board cover it. but not cost effective.
Catalyzer
post Nov 2 2014, 11:59 PM

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Hi, i have a question and need an answer asap.
Recently i surveyed a high rise building in KL, a 5 star hotel.
The info I have is scale 1:50. i forgot the look for measurement for 1 unit.

the height (assuming in feet)
Floor B1 is 3750
Floor L is 6000
Floor 1 is 4000

Take 1 example, if i take 3750 divided by 50, i get 75 foot, equals to 22.86 meters. The level L is higher than that. Is it possible for 1 floor to have so high level of height?
When i consulted 1 contractor, he told normally it's around 10 meters only.

Please guide me. Thank you!

This post has been edited by Catalyzer: Nov 3 2014, 12:51 AM
Hollow21
post Nov 3 2014, 07:49 AM

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QUOTE(Catalyzer @ Nov 2 2014, 11:59 PM)
Hi, i have a question and need an answer asap.
Recently i surveyed a high rise building in KL, a 5 star hotel.
The info I have is scale 1:50. i forgot the look for measurement for 1 unit.

the height (assuming in feet)
Floor B1 is 3750
Floor L is 6000
Floor 1 is 4000

Take 1 example, if i take 3750 divided by 50, i get 75 foot, equals to 22.86 meters. The level L is higher than that. Is it possible for 1 floor to have so high level of height?
When i consulted 1 contractor, he told normally it's around 10 meters only.

Please guide me. Thank you!
*
3750, 6000 and 4000 are in mm la...so it's really 3.75m, 6m and 4m...
TSiwubpreve
post Nov 3 2014, 08:23 AM

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QUOTE(Catalyzer @ Nov 2 2014, 11:59 PM)
Hi, i have a question and need an answer asap.
Recently i surveyed a high rise building in KL, a 5 star hotel.
The info I have is scale 1:50. i forgot the look for measurement for 1 unit.

the height (assuming in feet)
Floor B1 is 3750
Floor L is 6000
Floor 1 is 4000

Take 1 example, if i take 3750 divided by 50, i get 75 foot, equals to 22.86 meters. The level L is higher than that. Is it possible for 1 floor to have so high level of height?
When i consulted 1 contractor, he told normally it's around 10 meters only.

Please guide me. Thank you!
*
forget about the scale. I'm quite sure the number mention is in mm. meaning 3.75m for B1, 6m for L and 4m for 1st floor.

I don't know why u need to divide by 50 if the 3750 is in feet. coz if that is really 3750ft then convert to m is 3750 / 3.281 = 1142.94m that B1 alone is the tallest building in the world!! laugh.gif


added: ohh, the divide 50 is scale. u do't have to divide, forget about the scale if u can get the dimension from drawing. the scale meant for u to check if u can't see the dimension in the drawing smile.gif

This post has been edited by iwubpreve: Nov 3 2014, 08:24 AM
Catalyzer
post Nov 3 2014, 10:12 AM

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QUOTE(Hollow21 @ Nov 3 2014, 07:49 AM)
3750, 6000 and 4000 are in mm la...so it's really 3.75m, 6m and 4m...
*
QUOTE(iwubpreve @ Nov 3 2014, 08:23 AM)
forget about the scale. I'm quite sure the number mention is in mm. meaning 3.75m for B1, 6m for L and 4m for 1st floor.

I don't know why u need to divide by 50 if the 3750 is in feet. coz if that is really 3750ft then convert to m is 3750 / 3.281 = 1142.94m that B1 alone is the tallest building in the world!! laugh.gif
added: ohh, the divide 50 is scale. u do't have to divide, forget about the scale if u can get the dimension from drawing. the scale meant for u to check if u can't see the dimension in the drawing smile.gif
*
Thanks for clearing my doubts. rclxms.gif rclxms.gif notworthy.gif
TSiwubpreve
post Nov 4 2014, 01:54 PM

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QUOTE(bereev @ Nov 4 2014, 07:30 AM)
how come this topic always jump out of serious kopitiam section ?  hmm.gif
*
good info I guess that why always come out? biggrin.gif
s1nn3r
post Nov 4 2014, 04:48 PM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
can i build my own house using my own hand, if i need local authority to approve it ?
TSiwubpreve
post Nov 4 2014, 05:00 PM

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QUOTE(s1nn3r @ Nov 4 2014, 04:48 PM)
can i build my own house using my own hand, if i need local authority to approve it ?
*
yes, u need local authority approval. therefore, get the design-build contractor to pau everything for u.
s1nn3r
post Nov 4 2014, 05:57 PM

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QUOTE(iwubpreve @ Nov 4 2014, 05:00 PM)
yes, u need local authority approval. therefore, get the design-build contractor to pau everything for u.
*
i mean my own hands, not contractor
TSiwubpreve
post Nov 4 2014, 06:13 PM

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QUOTE(s1nn3r @ Nov 4 2014, 05:57 PM)
i mean my own hands, not contractor
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same, if ur own hand, mean urself is a contractor. and yes u need approval from local authority. else how u get water supply? electric supply? even u don't need that or u generate electric urself, u also need to comply requirement under uniformity of building under relevant by-laws where only local authority only can grant u approval.
s1nn3r
post Nov 4 2014, 07:47 PM

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QUOTE(iwubpreve @ Nov 4 2014, 06:13 PM)
same, if ur own hand, mean urself is a contractor. and yes u need approval from local authority. else how u get water supply? electric supply? even u don't need that or u generate electric urself, u also need to comply requirement under uniformity of building under relevant by-laws where only local authority only can grant u approval.
*
ic, i am not license architect, also can get approval ?

how much need to pay for all this approval ?
TSiwubpreve
post Nov 4 2014, 08:39 PM

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QUOTE(s1nn3r @ Nov 4 2014, 07:47 PM)
ic, i am not license architect, also can get approval ?

how much need to pay for all this approval ?
*
cost wise i have no much idea. but then it definitely take a lot of ur time. if u get a design and build contractor, he pau everything to u as he know the procedure well and also got "shortcut". not just involve architect, it involve engineer, licensed planner as well. competent contractor can even build for u first and get approval later as he know how to get the approval. hence can do both design and build concurrently. this save a lot of time.
s1nn3r
post Nov 4 2014, 09:03 PM

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QUOTE(iwubpreve @ Nov 4 2014, 08:39 PM)
cost wise i have no much idea. but then it definitely take a lot of ur time. if u get a design and build contractor, he pau everything to u as he know the procedure well and also got "shortcut". not just involve architect, it involve engineer, licensed planner as well. competent contractor can even build for u first and get approval later as he know how to get the approval. hence can do both design and build concurrently. this save a lot of time.
*
Ic, however, I am planning to do a small house myself, maybe get a helper, because its my hobby to play lego when small, now big already, wanna play real thing
TSiwubpreve
post Nov 4 2014, 09:27 PM

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QUOTE(s1nn3r @ Nov 4 2014, 09:03 PM)
Ic, however, I am planning to do a small house myself, maybe get a helper, because its my hobby to play lego when small, now big already, wanna play real thing
*
oic. u need machinery to do that. everything by hand? seems impossible with just a helper sweat.gif

but for sure u need to get license architect / engineer to design for u and do submission to local authority.
s1nn3r
post Nov 4 2014, 10:05 PM

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QUOTE(iwubpreve @ Nov 4 2014, 09:27 PM)
oic. u need machinery to do that. everything by hand? seems impossible with just a helper sweat.gif

but for sure u need to get license architect / engineer to design for u and do submission to local authority.
*
yes might need to buy some light machinery, i am not building a big house, just a small one on my own land

i have read on www how people do that overseas, but not locally
miniongall
post Nov 5 2014, 12:32 AM

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any standard for building a car park shelter construction on roof of a building or what is the correct method ?

especially how they secured the column onto the cement slab?
TSiwubpreve
post Nov 5 2014, 07:40 AM

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QUOTE(s1nn3r @ Nov 4 2014, 10:05 PM)
yes might need to buy some light machinery, i am not building a big house, just a small one on my own land

i have read on www how people do that overseas, but not locally
*
ic. play Lego is different coz just plug and play. construction in real life is not one man show thing, no company can do everything and therefore need a main contractor to sublet all the work to other. remember also u have to consider mechanical and electrical element beside structural and architecture of building. various profession. so u will miss out many thing i guess and regret later sweat.gif
TSiwubpreve
post Nov 5 2014, 08:35 AM

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QUOTE(miniongall @ Nov 5 2014, 12:32 AM)
any standard for building a car park shelter construction on roof of a building or what is the correct method ?

especially how they secured the column onto the cement slab?
*
no standard. for rapid construction, usually will use steel column (could be in circular hollow section or square hollow section) as straight away can deliver to site and fix it on the spot. to fix it on the concrete slab, first have to drill in chemical bolt for better anchor to the base of column. like the picture below biggrin.gif


Attached image(s)
Attached Image
miniongall
post Nov 5 2014, 10:33 PM

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QUOTE(iwubpreve @ Nov 5 2014, 08:35 AM)
no standard. for rapid construction, usually will use steel column (could be in circular hollow section or square hollow section) as straight away can deliver to site and fix it on the spot. to fix it on the concrete slab, first have to drill in chemical bolt for better anchor to the base of column. like the picture below biggrin.gif
*
chemical bolt ? I see, I thought they should be using an anchor bolt or put a threaded plug to secure the bolt properly.

Thank you.
TSiwubpreve
post Nov 5 2014, 11:45 PM

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QUOTE(miniongall @ Nov 5 2014, 10:33 PM)
chemical bolt ? I see, I thought they should be using an anchor bolt or put a threaded plug to secure the bolt properly.

Thank you.
*
ic. chemical bolt have way better strength than the threaded plug u mention. depend on size each chemical bolt will cost u abt RM50 especially hilti / ramset brand
lucifer_666
post Nov 6 2014, 12:28 AM

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is it more economical to build a house with concrete beam or steel beam?

how about the cost of building a basement/subterranean level. what factors need to be put into consideration. is it advisable to do so in malaysia, considering our climate, soil condition etc?

how about the wall building purposes, is it better to use red bricks, cement bricks or glass-wall? how about its thermal insulation property, as im considering passive cooling design for the house as to lower ac usage.

thinking of a 2/3 storey detached house with minimalist styling. thus its spacious and airy with lotsa light coming in, thus the question with the glass-wall...

thanks for entertaining the questions... got lots to learn anyway sweat.gif
5p3ak
post Nov 6 2014, 08:06 AM

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QUOTE(lucifer_666 @ Nov 6 2014, 12:28 AM)
is it more economical to build a house with concrete beam or steel beam?

how about the cost of building a basement/subterranean level. what factors need to be put into consideration. is it advisable to do so in malaysia, considering our climate, soil condition etc?

how about the wall building purposes, is it better to use red bricks, cement bricks or glass-wall? how about its thermal insulation property, as im considering passive cooling design for the house as to lower ac usage.

thinking of a 2/3 storey detached house with minimalist styling. thus its spacious and airy with lotsa light coming in, thus the question with the glass-wall...

thanks for entertaining the questions... got lots to learn anyway  sweat.gif
*
I asked about thermal insulation it seems that not cost effective

hmm.gif
TSiwubpreve
post Nov 6 2014, 09:31 AM

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QUOTE(lucifer_666 @ Nov 6 2014, 12:28 AM)
is it more economical to build a house with concrete beam or steel beam?

how about the cost of building a basement/subterranean level. what factors need to be put into consideration. is it advisable to do so in malaysia, considering our climate, soil condition etc?

how about the wall building purposes, is it better to use red bricks, cement bricks or glass-wall? how about its thermal insulation property, as im considering passive cooling design for the house as to lower ac usage.

thinking of a 2/3 storey detached house with minimalist styling. thus its spacious and airy with lotsa light coming in, thus the question with the glass-wall...

thanks for entertaining the questions... got lots to learn anyway  sweat.gif
*
concrete cheap, steel expensive.

basically in construction there are 2 type of cost involve. cost for temporary work and cost for permanent work. permanent work is like brickwall, concrete slab and etc. once the permanent work done, it remain there and will not be remove. temporary work is those cost spent on the work and will not be part of the building. example such as rental of machinery, scaffolding for support and etc. for basement the cost for temporary work will increase. so u pay for more to build a basement than to add 1 level on top.

the basement work is generally fine to do at Malaysia la. depend on location, the basement work difficulty is different also. like in golden triangle, the ground water level is high, so ur basement work is even tougher.

those "red brick" u see is better than cement-sand brick. cement-sand brick easily let water seep through. hence not advisable to do on external wall. but it could be done also.

glass wall is more on aesthetic. definitely glass wall is expensive, around 15 times expensive than brickwall
TSiwubpreve
post Nov 6 2014, 09:34 AM

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QUOTE(5p3ak @ Nov 6 2014, 08:06 AM)
I asked about thermal insulation it seems that not cost effective

hmm.gif
*
if ur brickwall haven't lay, then the cost can be reduce by add a layer of "poly" form, around 50mm thick b4 do plastering work. therefore u don't need gypsum board. generally the cost increase also just not that much. but on completed building, overall it would be more costly
khorkahyong
post Nov 6 2014, 04:11 PM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
Any people/group doing freelance in the industry?
TSiwubpreve
post Nov 6 2014, 04:20 PM

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QUOTE(khorkahyong @ Nov 6 2014, 04:11 PM)
Any people/group doing freelance in the industry?
*
yeah, plenty.
khorkahyong
post Nov 6 2014, 04:52 PM

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QUOTE(iwubpreve @ Nov 6 2014, 04:20 PM)
yeah, plenty.
*
From what i know, there are freelance interior designer, freelance architect (my friend said they need a stamp/chop from authority), freelance sub-con and etc. Is there anything i am missing?
And also, how do employer hire freelancers? offline network, online platform?
TSiwubpreve
post Nov 6 2014, 05:03 PM

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QUOTE(khorkahyong @ Nov 6 2014, 04:52 PM)
From what i know, there are freelance interior designer, freelance architect (my friend said they need a stamp/chop from authority), freelance sub-con and etc. Is there anything i am missing?
And also, how do employer hire freelancers? offline network, online platform?
*
what ur employer mean? employer mean developer in construction industry context.

base on percentage of total building cost for professional like Architect, Engineer, QS. those are known as professional fee.

for contractor is base on value of works.
Darkcity212
post Nov 6 2014, 05:11 PM

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why are u so free and doing all this free consultations bro here in /k bro ?
TSiwubpreve
post Nov 6 2014, 06:04 PM

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QUOTE(Darkcity212 @ Nov 6 2014, 05:11 PM)
why are u so free and doing all this free consultations bro here in /k bro ?
*
here is serious kopitiam. so should be fine. plus sharing is caring. I notice a lot of pipu have misconception on construction industry. heard i'll get promoted to elite if I continue to do this. biggrin.gif

» Click to show Spoiler - click again to hide... «

Darkcity212
post Nov 6 2014, 07:00 PM

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QUOTE(iwubpreve @ Nov 6 2014, 06:04 PM)
here is serious kopitiam. so should be fine. plus sharing is caring. I notice a lot of pipu have misconception on construction industry. heard i'll get promoted to elite if I continue to do this. biggrin.gif

» Click to show Spoiler - click again to hide... «

*
your good bro .you'll probably get promoted in haven for doing good deeds
and your probably super free.
may i ask what do u do for a living ?
lucifer_666
post Nov 6 2014, 07:19 PM

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QUOTE(iwubpreve @ Nov 6 2014, 09:31 AM)
concrete cheap, steel expensive.

basically in construction there are 2 type of cost involve. cost for temporary work and cost for permanent work. permanent work is like brickwall, concrete slab and etc. once the permanent work done, it remain there and will not be remove. temporary work is those cost spent on the work and will not be part of the building. example such as rental of machinery, scaffolding for support and etc. for basement the cost for temporary work will increase. so u pay for more to build a basement than to add 1 level on top.

the basement work is generally fine to do at Malaysia la. depend on location, the basement work difficulty is different also. like in golden triangle, the ground water level is high, so ur basement work is even tougher.

those "red brick" u see is better than cement-sand brick. cement-sand brick easily let water seep through. hence not advisable to do on external wall. but it could be done also.

glass wall is more on aesthetic. definitely glass wall is expensive, around 15 times expensive than brickwall
*
thanks for the reply smile.gif

how much more expensive is the steel beam compared to concrete beam?

15 times more expensive than brickwall, eh? meaning, a 20m2 of window would costs 15 times more than an ordinary wall bricks, cements, paints etc. included? thinking of large windows actually, but used the term glass wall. yea, its aesthetics though...

and i assume the cost is after considering the insulated/low-e glass? or itll be more expensive with that option?

as for roofing material, would asphalt roofing be a good choice, considering our hot & rainy climate? worried about the possibility of the asphalt to melt down a bit under intense sunlight and to be compromised by sudden rain. ceramic seems to be tougher, but its also heavier. copper is an unorthodox choice, but might be prohibitively expensive. any opinions?

iinm, usually once the land has been cleared and the drainage built, itll be given some time to let the land settled. how long does this usually take?

whats a good practice for building cost estimates? excluding the land itself, how should the costs be broken down?

and what about the good practice in choosing the contractors to build the house? any advise?

still got 2-3 years maybe before doing anything with the house-building plan, or even longer, depending on the economic condition etc. sweat.gif meanwhile, i better prepare myself with necessary and relevant knowledge.

therefore, so many questions... sweat.gif

TSiwubpreve
post Nov 6 2014, 07:27 PM

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QUOTE(Darkcity212 @ Nov 6 2014, 07:00 PM)
your good bro .you'll probably get promoted in haven for doing good deeds
and your probably super free.
may i ask what do u do for a living ?
*
work in construction industry.
TSiwubpreve
post Nov 6 2014, 07:46 PM

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QUOTE(lucifer_666 @ Nov 6 2014, 07:19 PM)
thanks for the reply smile.gif

how much more expensive is the steel beam compared to concrete beam?

15 times more expensive than brickwall, eh? meaning, a 20m2 of window would costs 15 times more than an ordinary wall bricks, cements, paints etc. included? thinking of large windows actually, but used the term glass wall. yea, its aesthetics though...

and i assume the cost is after considering the insulated/low-e glass? or itll be more expensive with that option?

as for roofing material, would asphalt roofing be a good choice, considering our hot & rainy climate? worried about the possibility of the asphalt to melt down a bit under intense sunlight and to be compromised by sudden rain. ceramic seems to be tougher, but its also heavier. copper is an unorthodox choice, but might be prohibitively expensive. any opinions?

iinm, usually once the land has been cleared and the drainage built, itll be given some time to let the land settled. how long does this usually take?

whats a good practice for building cost estimates? excluding the land itself, how should the costs be broken down?

and what about the good practice in choosing the contractors to build the house? any advise?

still got 2-3 years maybe before doing anything with the house-building plan, or even longer, depending on the economic condition etc.  sweat.gif meanwhile, i better prepare myself with necessary and relevant knowledge.

therefore, so many questions...  sweat.gif
*
steel structure at abt RM7/kg, while in reinforced concrete, the rebar is abt RM3.5/kg plus u actually use lesser weight of rebar as it is a combination of rebar and concrete.

general estimation (not 100% accurate but is abt there, market price in big volume)

brickwall RM45/m2
glass is RM450/m2 (RM250 aluminium and frame + RM200 tempered glazing) low-e double glazing type will cost double on the glazing itself.

straight away u can build sub-structure. the set of foundation structure is the thing matter than u wait the land set.

cost budgeting, u need to have budget first. define the area u wanna build i.e. 2000sqft then allow a budget by 2000sqft x RM150. (the cost is vary depend on the quality u want. from this budget only start to work on the rest. this can be done through feasibility study, i did elaborate a little bit in previous post.

contractor, get those design and build 1 stop do everything including they hire architect and runner for approval relevant to local authority.



Darkcity212
post Nov 6 2014, 07:51 PM

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QUOTE(iwubpreve @ Nov 6 2014, 07:46 PM)
steel structure at abt RM7/kg, while in reinforced concrete, the rebar is abt RM3.5/kg plus u actually use lesser weight of rebar as it is a combination of rebar and concrete.

general estimation (not 100% accurate but is abt there, market price in big volume)

brickwall RM45/m2
glass is RM450/m2 (RM250 aluminium and frame + RM200 tempered glazing) low-e double glazing type will cost double on the glazing itself.

straight away u can build sub-structure. the set of foundation structure is the thing matter than u wait the land set.

cost budgeting, u need to have budget first. define the area u wanna build i.e. 2000sqft then allow a budget by 2000sqft x RM150. (the cost is vary depend on the quality u want. from this budget only start to work on the rest. this can be done through feasibility study, i did elaborate a little bit in previous post.

contractor, get those design and build 1 stop do everything including they hire architect and runner for approval relevant to local authority.
*
damm bro ..do u have degree or something ? are u an architect ?
TSiwubpreve
post Nov 6 2014, 09:14 PM

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QUOTE(Darkcity212 @ Nov 6 2014, 07:51 PM)
damm bro ..do u have degree or something ? are u an architect ?
*
I have degree.
Hollow21
post Nov 6 2014, 09:37 PM

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QUOTE(iwubpreve @ Nov 6 2014, 07:46 PM)

cost budgeting, u need to have budget first. define the area u wanna build i.e. 2000sqft then allow a budget by 2000sqft x RM150. (the cost is vary depend on the quality u want. from this budget only start to work on the rest. this can be done through feasibility study, i did elaborate a little bit in previous post.

*
Bro, 2000 sq ft is foot print of the building only or total s.f?? E.g. ground floor is 1000 sf, 1st floor is 1000 sf. So total = 2000 sf. Or is it 1000 sf x RM150 for rough budgeting? Tq.
TSiwubpreve
post Nov 6 2014, 11:37 PM

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QUOTE(Hollow21 @ Nov 6 2014, 09:37 PM)
Bro, 2000 sq ft is foot print of the building only or total s.f??  E.g. ground floor is 1000 sf, 1st floor is 1000 sf.  So total = 2000 sf.  Or is it 1000 sf x RM150 for rough budgeting? Tq.
*
total. which is 2000 sqft in ur case biggrin.gif
wanted111who
post Nov 8 2014, 12:50 PM

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Respect, I am not gonna troll these page.
Have questions on 2 things
For anti fire doors,which brand is considered the best in market? What material does it made from?

Second question, for partitions. I recently want to buy a partition wall, and am looking for the hardest partition available on market with sound proofing if possible. Like the one most office use.Which brand/material you recommend? How much does it cost?

Thank you.
TSiwubpreve
post Nov 8 2014, 01:55 PM

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QUOTE(wanted111who @ Nov 8 2014, 12:50 PM)
Respect, I am not gonna troll these page.
Have questions on 2 things
For anti fire doors,which brand is considered the best in market?  What material does it made from?

Second question, for partitions. I recently want to buy a partition wall, and am looking for the hardest partition available on market with sound proofing if possible. Like the one most office use.Which brand/material you recommend?  How much does it cost?

Thank you.
*
for timber door, high density of solid hardwood is the material made up a fire rated door. therefore it would be very heavy. fire rated door that mandated in the building listed in the bylaw required bomba certification. so those door supplier with bomba cert is suffice. gayamurni is quite a reputable 1 but also pricey la.

partition wise, i'm very confident with boral brand of gypsum board. for sound proofing, can sandwiched rockwool between the gypsum board at the ratio of 60kg/m3 for heavy sound insulation. biggrin.gif

This post has been edited by iwubpreve: Nov 8 2014, 01:56 PM
7up
post Nov 8 2014, 02:09 PM

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i want to do car porch tiling outside my nipah gate, however realize that the porch reaching to the road is slanting sideways, on the right is higher slope the way to the left front corner. The right cannot lower the ground else water cannot flow to the road. The left cannot make higher else it will be high hill slope for my car to drive in. If the car porch tiling do slope to the left front corner, the tiles might jack up at the one corner. My contractor also scratching head and propose to make the tile smaller.
How to make it a smooth slope?
TSiwubpreve
post Nov 8 2014, 03:33 PM

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QUOTE(7up @ Nov 8 2014, 02:09 PM)
i want to do car porch tiling outside my nipah gate, however realize that the porch reaching to the road is slanting sideways, on the right is higher slope  the way to the left front corner. The right cannot lower the ground else water cannot flow to the road. The left cannot make higher  else it will be high hill slope for my car to drive in. If the car porch tiling do slope to the left front corner, the tiles might jack up at the one corner. My contractor also scratching head and propose to make the tile smaller.
How to make it a smooth slope?
*
got picture? try to imagine what u describe. or perhaps u elaborate more?
paskal
post Nov 9 2014, 05:22 PM

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stopping by in a construction thread.
wanna see how a real house go through planning, design and construction? link is in my sig.

QUOTE(lucifer_666 @ Nov 6 2014, 12:28 AM)
1. is it more economical to build a house with concrete beam or steel beam?
2. how about the cost of building a basement/subterranean level. what factors need to be put into consideration. is it advisable to do so in malaysia, considering our climate, soil condition etc?
3. how about the wall building purposes, is it better to use red bricks, cement bricks or glass-wall? how about its thermal insulation property, as im considering passive cooling design for the house as to lower ac usage.
4. thinking of a 2/3 storey detached house with minimalist styling. thus its spacious and airy with lotsa light coming in, thus the question with the glass-wall...
thanks for entertaining the questions... got lots to learn anyway  sweat.gif
*
1. depends. concrete beam is cheaper, but in some situation it's just not feasible to erect a concrete beam and a steel beam is a better option.
2. water table. and maybe soil condition. if both is preferable, then it makes much sense to build underground.
3. we're heavily designing (and implementing) passive cooling in our build. windcatcher, wind stack effect, directed airflow, insulated roof, natural ventilation. even considering AAC bricks. maybe you could take some pointers from our build.

QUOTE(lucifer_666 @ Nov 6 2014, 07:19 PM)
thanks for the reply smile.gif
1. how much more expensive is the steel beam compared to concrete beam?
2. 15 times more expensive than brickwall, eh? meaning, a 20m2 of window would costs 15 times more than an ordinary wall bricks, cements, paints etc. included? thinking of large windows actually, but used the term glass wall. yea, its aesthetics though...
3. and i assume the cost is after considering the insulated/low-e glass? or itll be more expensive with that option?
4. as for roofing material, would asphalt roofing be a good choice, considering our hot & rainy climate? worried about the possibility of the asphalt to melt down a bit under intense sunlight and to be compromised by sudden rain. ceramic seems to be tougher, but its also heavier. copper is an unorthodox choice, but might be prohibitively expensive. any opinions?
5. iinm, usually once the land has been cleared and the drainage built, itll be given some time to let the land settled. how long does this usually take?
6. whats a good practice for building cost estimates? excluding the land itself, how should the costs be broken down?
7. and what about the good practice in choosing the contractors to build the house? any advise?

still got 2-3 years maybe before doing anything with the house-building plan, or even longer, depending on the economic condition etc.  sweat.gif meanwhile, i better prepare myself with necessary and relevant knowledge.

therefore, so many questions...  sweat.gif
*
1. sorry can't help with that. i'm not QS.
2. prices for normal glass windows is around ~RM12 psft over here. including aluminium frame and installation. if i'm not mistaken.
3. cost for dual glazed, and tempered glass also depend on the frame quality. IINM it should be around RM50-70 psft depending on the thickness & type.
4. flat roofs constructed by concrete slabs will need asphalt treatment. not usually recommended for residential as it requires much more maintenance.
5. jkr spec need 1 year is the soil is new, not compacted. existing land after clearing usually don't need as long.
6. depending on area. and who you ask.
7. yeah. don't pick problematic ones. also higher priced doesn't mean better quality.

since this is not my thread, i'll refrain from giving more answer.
i reckon you could also learn quite a lot inside the home renovation and interior design subsection.
lucifer_666
post Nov 9 2014, 06:42 PM

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QUOTE(paskal @ Nov 9 2014, 05:22 PM)
stopping by in a construction thread.
wanna see how a real house go through planning, design and construction? link is in my sig.
1. depends. concrete beam is cheaper, but in some situation it's just not feasible to erect a concrete beam and a steel beam is a better option.
2. water table. and maybe soil condition. if both is preferable, then it makes much sense to build underground.
3. we're heavily designing (and implementing) passive cooling in our build. windcatcher, wind stack effect, directed airflow, insulated roof, natural ventilation. even considering AAC bricks. maybe you could take some pointers from our build.
1. sorry can't help with that. i'm not QS.
2. prices for normal glass windows is around ~RM12 psft over here. including aluminium frame and installation. if i'm not mistaken.
3. cost for dual glazed, and tempered glass also depend on the frame quality. IINM it should be around RM50-70 psft depending on the thickness & type.
4. flat roofs constructed by concrete slabs will need asphalt treatment. not usually recommended for residential as it requires much more maintenance.
5. jkr spec need 1 year is the soil is new, not compacted. existing land after clearing usually don't need as long.
6. depending on area. and who you ask.
7. yeah. don't pick problematic ones. also higher priced doesn't mean better quality.

since this is not my thread, i'll refrain from giving more answer.
i reckon you could also learn quite a lot inside the home renovation and interior design subsection.
*
thanks for the input bro. and i visited your link. such a great help too! thumbup.gif biggrin.gif

since youre going minimalist as how i intended mine to be, someday (open-floor plan, minimalist), itll be a very good read to know about your progress and updates smile.gif

hopefully your dream-house construction will proceed without any problem! smile.gif
SUSAllnGap
post Nov 9 2014, 09:57 PM

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If I build a container house. Stack them up together with external roof do I need to apply any approval local government ?
Kinda blur with the requirements
TSiwubpreve
post Nov 10 2014, 08:28 AM

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QUOTE(paskal @ Nov 9 2014, 05:22 PM)
stopping by in a construction thread.
wanna see how a real house go through planning, design and construction? link is in my sig.
1. depends. concrete beam is cheaper, but in some situation it's just not feasible to erect a concrete beam and a steel beam is a better option.
2. water table. and maybe soil condition. if both is preferable, then it makes much sense to build underground.
3. we're heavily designing (and implementing) passive cooling in our build. windcatcher, wind stack effect, directed airflow, insulated roof, natural ventilation. even considering AAC bricks. maybe you could take some pointers from our build.
1. sorry can't help with that. i'm not QS.
2. prices for normal glass windows is around ~RM12 psft over here. including aluminium frame and installation. if i'm not mistaken.
3. cost for dual glazed, and tempered glass also depend on the frame quality. IINM it should be around RM50-70 psft depending on the thickness & type.
4. flat roofs constructed by concrete slabs will need asphalt treatment. not usually recommended for residential as it requires much more maintenance.
5. jkr spec need 1 year is the soil is new, not compacted. existing land after clearing usually don't need as long.
6. depending on area. and who you ask.
7. yeah. don't pick problematic ones. also higher priced doesn't mean better quality.

since this is not my thread, i'll refrain from giving more answer.
i reckon you could also learn quite a lot inside the home renovation and interior design subsection.
*
bro, feel free to give opinion. I'm also not really know everything. just sharing what I know here only biggrin.gif
TSiwubpreve
post Nov 10 2014, 08:36 AM

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QUOTE(AllnGap @ Nov 9 2014, 09:57 PM)
If I build a container house. Stack them up together with external roof do I need to apply any approval local government ?
Kinda blur with the requirements
*
a habitable building is required to be conform the requirement as stated in bylaw. so far I didn't really come across hence no much idea abt it sweat.gif

this is the 1 I'm frequently refer for.


Attached thumbnail(s)
Attached Image
SUSAllnGap
post Nov 15 2014, 12:51 PM

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QUOTE(iwubpreve @ Nov 10 2014, 08:36 AM)
a habitable building is required to be conform the requirement as stated in bylaw. so far I didn't really come across hence no much idea abt it sweat.gif

this is the 1 I'm frequently refer for.
*
tenkiu tenkiu, anything i go read that book ba wink.gif
TSiwubpreve
post Nov 15 2014, 01:48 PM

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QUOTE(AllnGap @ Nov 15 2014, 12:51 PM)
tenkiu tenkiu, anything i go read that book ba wink.gif
*
but that book doesn't really spell out those container so I also no idea where to refer. actually in langkawi also have a lot of this. they build a lot of cabin made it become a hotel next to the beach and run commercially.
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post Nov 15 2014, 04:13 PM

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QUOTE(iwubpreve @ Nov 15 2014, 01:48 PM)
but that book doesn't really spell out those container so I also no idea where to refer. actually in langkawi also have a lot of this. they build a lot of cabin made it become a hotel next to the beach and run commercially.
*
so need a lot of paperwork and approval ka ?
need to submit letters for local government ?
TSiwubpreve
post Nov 15 2014, 04:23 PM

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QUOTE(AllnGap @ Nov 15 2014, 04:13 PM)
so need a lot of paperwork and approval ka ?
need to submit letters for local government ?
*
no idea abt it. should have la. I also interested to know. without engineer endorsement, I doubt it is fit to live in sweat.gif
SUSstren89
post Nov 15 2014, 05:56 PM

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TS, what's the world's largest construction companies(Top 10)?
Agent 45
post Nov 16 2014, 08:48 PM

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how accurate is using poundage in estimating structural loading? do engineer use this method for structural design?
TSiwubpreve
post Nov 16 2014, 10:22 PM

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QUOTE(stren89 @ Nov 15 2014, 05:56 PM)
TS, what's the world's largest construction companies(Top 10)?
*
used to be vincci from french. nowadays china taken 4 out of top 5 list i think biggrin.gif

http://www.constructionweekonline.com/arti...in-the-world/1/

This post has been edited by iwubpreve: Nov 16 2014, 10:29 PM
TSiwubpreve
post Nov 16 2014, 10:25 PM

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QUOTE(Agent 45 @ Nov 16 2014, 08:48 PM)
how accurate is using poundage in estimating structural loading? do engineer use this method for structural design?
*
poundage is for temporary estimation / general checking only. engineer got their own structural design when come to this. (eg. the area of the steel and area of beam when come to section got certain ratio to comply therefore poundage is relate but is not 100% accurate) and also depend on the loading the poundage figure might deviated a lot.
Agent 45
post Nov 16 2014, 10:38 PM

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QUOTE(iwubpreve @ Nov 16 2014, 10:25 PM)
poundage is for temporary estimation / general checking only. engineer got their own structural design when come to this. (eg. the area of the steel and area of beam when come to section got certain ratio to comply therefore poundage is relate but is not 100% accurate) and also depend on the loading the poundage figure might deviated a lot.
*
if i got no time for measurement, can use poundage? based on your experience, normally how much kg/m3 for floor beam for high rise building like condo? 200kg/m3?
TSiwubpreve
post Nov 17 2014, 08:27 AM

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QUOTE(Agent 45 @ Nov 16 2014, 10:38 PM)
if i got no time for measurement, can use poundage? based on your experience, normally how much kg/m3 for floor beam for high rise building like condo? 200kg/m3?
*
200kg seems more than enough for beam. well, u can do sampling measurement. take a beam at ground floor and measure a beam. best is u have the accurate qty, because u have more qty, ur price no longer competitive, ur price less qty, u get the job and suffer loss.

so I understand ur position, possible request to get the rebar qty in contract is "provisional"?

This post has been edited by iwubpreve: Nov 17 2014, 08:28 AM
pimpump
post Nov 17 2014, 08:36 AM

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park 1st
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post Nov 17 2014, 05:02 PM

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What's the quality of kitchen top from lowest to highest? Laminated plywood, solid surface, tiles, granite, marble, quartz, etc.
ShadowR1
post Nov 17 2014, 05:06 PM

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QUOTE(iwubpreve @ Nov 16 2014, 10:22 PM)
used to be vincci from french. nowadays china taken 4 out of top 5 list i think biggrin.gif

http://www.constructionweekonline.com/arti...in-the-world/1/
*
Parsons brinckerhoff ?
TSiwubpreve
post Nov 17 2014, 06:07 PM

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QUOTE(Dannyl @ Nov 17 2014, 05:02 PM)
What's the quality of kitchen top from lowest to highest?  Laminated plywood, solid surface, tiles, granite, marble, quartz, etc.
*
Appearance from highest to lowest
Marble
Granite
Quartz
Solid surface
Laminate plywood
Tile

Quality from highest to lowest
Granite
Quartz
Solid surface
Marble
Tile
Laminate plywood

very common using dark galaxy as it is granite plus it got a lot of shinny gold spot inside so make it look beautiful biggrin.gif
bcpbeancounter
post Nov 17 2014, 10:20 PM

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How much is contruction cost for a typical dsl and 30 storey condo in KV? Exclude land cost.
fondo
post Nov 20 2014, 08:12 AM

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What is blind bore? Found it hard to understand piling works...

There is this tension bore and compression bore pile, the difference between them only in the arrangement of reinforcement?

In consideration of water table level, actually how does it affect the construction works? Technically speaking?

iwubpreve
SUSGoldenHorn
post Nov 20 2014, 02:54 PM

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Hi TS,

I have this one question pening to be answered since i'm merely small kid.

It might be sounds stupid but I am amused to see those heavy machines such as backhoes, cranes, those thinga on top of building.

How construction workers moved such heavy machineries to put on top of building?

Thank you for answering my inquiries biggrin.gif
TSiwubpreve
post Nov 21 2014, 11:42 AM

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QUOTE(bcpbeancounter @ Nov 17 2014, 10:20 PM)
How much is contruction cost for a typical dsl and 30 storey condo in KV? Exclude land cost.
*
the cost is calculated by sellable area. so ur 30 storey condo, how many area is sellable? high end 1?
TSiwubpreve
post Nov 21 2014, 11:58 AM

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QUOTE(fondo @ Nov 20 2014, 08:12 AM)
What is blind bore? Found it hard to understand piling works...

There is this tension bore and compression bore pile, the difference between them only in the arrangement of reinforcement?

In consideration of water table level, actually how does it affect the construction works? Technically speaking?

iwubpreve
*
I'm not specialized in piling work too hence limited knowledge in piling.

higher water table level will increase the temporary work. eg. when come to doing basement work fall below ground water level, then a lot of temporary work required as water will flood your working space while u executing ur piling work. even after piling work, it might penetrate through your cbp / diaphragm wall and hence increase the difficulty of ur work. though it is just water but it's a natural gravity of mother earth and will cause a big sum of money to execute that.
TSiwubpreve
post Nov 21 2014, 01:20 PM

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QUOTE(GoldenHorn @ Nov 20 2014, 02:54 PM)
Hi TS,

I have this one question pening to be answered since i'm merely small kid.

It might be sounds stupid but I am amused to see those heavy machines such as backhoes, cranes, those thinga on top of building.

How construction workers moved such heavy machineries to put on top of building?

Thank you for answering my inquiries biggrin.gif
*
for tower crane, they use mobile crane to fix tower crane at bottom. then the tower crane will keep add the mast on itself to increase its height. can found those video on youtube in fact.

for backhoe, normal construction work don't need it at top level. but of course got exception got certain case. demolition of building usually need backhoe on the of building if it were to demolish 1 by 1. and yes, they use mobile crane to lift up the backhoe to the building. u will surprise that there were actually 500tonne mobile crane available for rent. daily rental could be abt RM50k a day.

This post has been edited by iwubpreve: Nov 21 2014, 01:22 PM
5p3ak
post Nov 21 2014, 01:26 PM

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QUOTE(iwubpreve @ Nov 21 2014, 01:20 PM)
for tower crane, they use mobile crane to fix tower crane at bottom. then the tower crane will keep add the mast on itself to increase its height. can found those video on youtube in fact.

for backhoe, normal construction work don't need it at top level. but of course got exception got certain case. demolition of building usually need backhoe on the of building if it were to demolish 1 by 1. and yes, they use mobile crane to lift up the backhoe to the building. u will surprise that there were actually 500tonne mobile crane available for rent. daily rental could be abt RM50k a day.
*
Oh yes...500tonne mobile crane

drool.gif
ticke
post Nov 22 2014, 08:23 AM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
so how much did they mark up the price of house?
jimliew
post Nov 23 2014, 06:38 PM

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QUOTE(iwubpreve @ Nov 21 2014, 01:20 PM)
for tower crane, they use mobile crane to fix tower crane at bottom. then the tower crane will keep add the mast on itself to increase its height. can found those video on youtube in fact.

for backhoe, normal construction work don't need it at top level. but of course got exception got certain case. demolition of building usually need backhoe on the of building if it were to demolish 1 by 1. and yes, they use mobile crane to lift up the backhoe to the building. u will surprise that there were actually 500tonne mobile crane available for rent. daily rental could be abt RM50k a day.
*
How they bring down the crane after construction completed?
TSiwubpreve
post Nov 24 2014, 08:44 AM

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QUOTE(ticke @ Nov 22 2014, 08:23 AM)
so how much did they mark up the price of house?
*
approx. 25%. depend how they manage. some might lose as they incurred cost overrun.
TSiwubpreve
post Nov 24 2014, 08:55 AM

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QUOTE(jimliew @ Nov 23 2014, 06:38 PM)
How they bring down the crane after construction completed?
*
there are few method to bring down the crane. if the tower crane is not fix inside the boundary of building but outside attached to building, then the tower crane can dismantle itself. by taking out the mast 1 by 1 which subsequently lower down itself. until a certain low level, then will use the mobile crane to dismantle. below is the picture of tower crane that fix outside boundary of building.
user posted image

for tower crane inside the building, there is not way to lower down. so usually the tower crane will hoist up a smaller crane and build it on top of building. that this second crane will proceed to dismantle tower crane and hoist it down. then to remove second crane, a even smaller crane would be hoisted up. same as the first crane, the third crane will dismantle the second crane and hoist it down. the third crane is generally smaller enough that can dismantle by pieces and carry through staircase / lift. below is picture of tower crane inside building boundary
user posted image

This post has been edited by iwubpreve: Nov 24 2014, 08:57 AM
zhou.xingxing
post Nov 24 2014, 09:03 PM

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How much to build a double storey detached? Exclude land cost. How much is the legal.fees?
SUSSorHye
post Nov 24 2014, 11:01 PM

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Wanna ask, is quantity surveyor a good career to go into?
TSiwubpreve
post Nov 25 2014, 01:09 PM

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QUOTE(SorHye @ Nov 24 2014, 11:01 PM)
Wanna ask, is quantity surveyor a good career to go into?
*
yes because QS is abt figure. the closer u are with the figure, ur salary will be a lot too. but of course u must be a QS that know a lot. nowadays a lot of QS only know paperwork but no idea how practical the construction is. if u know both then u win sir.
TSiwubpreve
post Nov 25 2014, 01:11 PM

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QUOTE(zhou.xingxing @ Nov 24 2014, 09:03 PM)
How much to build  a double storey detached? Exclude  land cost.  How much is the legal.fees?
*
how many sqft u want? RM150 to 175 u are good to go. legal fee is abt u borrowing money from bank?
zhou.xingxing
post Nov 25 2014, 01:23 PM

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QUOTE(iwubpreve @ Nov 25 2014, 01:11 PM)
how many sqft u want? RM150 to 175 u are good to go. legal fee is abt u borrowing money from bank?
*
150 175 can get already? Legal fees is like those loans etc lo. Hw they usually charge?
CoffeeDude
post Dec 1 2014, 09:49 AM

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If build house on own land, still need to pay stamp duty to land office?
TSiwubpreve
post Dec 2 2014, 01:26 PM

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QUOTE(CoffeeDude @ Dec 1 2014, 09:49 AM)
If build house on own land, still need to pay stamp duty to land office?
*
no much idea but definitely paskal know very well on this. can refer more detail at following thread.
https://forum.lowyat.net/topic/3207996?author=paskal
TSiwubpreve
post Dec 2 2014, 01:27 PM

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QUOTE(zhou.xingxing @ Nov 25 2014, 01:23 PM)
150 175 can get already? Legal fees is like those loans etc lo. Hw they usually charge?
*
loan is like charge ur land to bank and get the loan lo.
TSiwubpreve
post Dec 2 2014, 02:36 PM

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QUOTE(bereev @ Dec 2 2014, 01:27 PM)
Hi, wanna ask why need to stack up the stone at construction site (righ behind cover by canvas)
user posted image
*
that's good that u curious on the thing u saw around u. thumbup.gif

that 1 actually is ultimate load test on the completed piling work. test the integrity of the designed bearing capacity. the big big cube is the weight to be loaded on the completed piling work. to test if the pile can withstand those loading b4 build the real structure on top.
TSiwubpreve
post Dec 2 2014, 04:19 PM

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QUOTE(bereev @ Dec 2 2014, 03:50 PM)
hmm.gif
i see most of it stacked on the empty ground only where got stack on the pilling, or may be the ground need load test as well ? most the time it locate at road side or before the ground start work i though it was use to compact the ground before they start work  sweat.gif
*
something like this:
pile working load test with Kentledge method
user posted image
TSiwubpreve
post Dec 2 2014, 04:20 PM

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QUOTE(bereev @ Dec 2 2014, 03:50 PM)
hmm.gif
i see most of it stacked on the empty ground only where got stack on the pilling, or may be the ground need load test as well ? most the time it locate at road side or before the ground start work i though it was use to compact the ground before they start work  sweat.gif

found it, the test pile at the middle under the stacked cube
user posted image
user posted image
*
opps, we google the same thing sweat.gif
coincidence la sweat.gif laugh.gif
fondo
post Dec 6 2014, 01:00 PM

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Hey, anyone pro in piling works?

Mind to tell me what is the method to check the verticality of bore hole before casting and even after casting?

This post has been edited by fondo: Dec 6 2014, 01:01 PM
blek
post Dec 6 2014, 08:29 PM

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hi, how to calculate how much consume for cement and sand for a 1:3 25mm thk cement screed?
let say like 1000 ft2, how many pack of cement and how many pack of sand? does it calculate in m3?

A 150mm RC slab are usually how many layer of layer of cement and how many layer of netting? how thk are the cement every layer? the cement mixture are 1:3 also?

is every column have ground trench linked to other column? only footing alone not enough?

are very staircase must have at least 1 shear wall? some have 2?

if a more than 2 storey building wana do extention, how do rebar of new beam connect to existing structure?

jinggothegreat
post Dec 6 2014, 11:01 PM

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QUOTE(fondo @ Dec 6 2014, 01:00 PM)
Hey, anyone pro in piling works?

Mind to tell me what is the method to check the verticality of bore hole before casting and even after casting?
*
QUOTE(blek @ Dec 6 2014, 08:29 PM)
hi, how to calculate how much consume for cement and sand for a 1:3 25mm thk cement screed?
let say like 1000 ft2, how many pack of cement and how many pack of sand? does it calculate in m3?

A 150mm RC slab are usually how many layer of layer of cement and how many layer of netting? how thk are the cement every layer? the cement mixture are 1:3 also?

is every column have ground trench linked to other column? only footing alone not enough?

are very staircase must have at least 1 shear wall? some have 2?

if a more than 2 storey building wana do extention, how do rebar of new beam connect to existing structure?
*
You guys need to learn to summon the respected person or at least give a quote to get his attention.

kuchiyose sensei iwubpreve
blek
post Dec 7 2014, 02:28 PM

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QUOTE(jinggothegreat @ Dec 6 2014, 11:01 PM)
You guys need to learn to summon the respected person or at least give a quote to get his attention.

kuchiyose sensei iwubpreve
*
thanks you sir.

iwubpreve appreciate your help
owenwong84
post Dec 8 2014, 12:41 AM

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1 bangla like that they pay how much ?

SUSkuikuikuikui
post Dec 8 2014, 09:30 AM

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the use cheap raw material that can cause bangunan roboh?
SUSHuman10
post Dec 8 2014, 10:28 AM

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QUOTE(kuikuikuikui @ Dec 8 2014, 09:30 AM)
the use cheap raw material that can cause bangunan roboh?
*
Concrete memang got many grade one.

And in contact memang got state what grade to be used.

B4 casting, the concrete will be tested, so under all this standard operations and QC (form work, reinforcement and casting process), shouldn't had materials quality issue.

This post has been edited by Human10: Dec 8 2014, 10:30 AM
SUSzaini900
post Dec 8 2014, 11:03 PM

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you guys need geological, mineral, slope, geomorphological and terrain mapping and construction suitabilty map services, can PM me.

TQ

This post has been edited by zaini900: Dec 8 2014, 11:03 PM
alwinnng
post Dec 9 2014, 02:35 AM

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can i renovate my house to make it bigger without increasing the assessment?
TSiwubpreve
post Dec 9 2014, 10:26 AM

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QUOTE(blek @ Dec 6 2014, 08:29 PM)
hi, how to calculate how much consume for cement and sand for a 1:3 25mm thk cement screed?
let say like 1000 ft2, how many pack of cement and how many pack of sand? does it calculate in m3?

A 150mm RC slab are usually how many layer of layer of cement and how many layer of netting? how thk are the cement every layer? the cement mixture are 1:3 also?

is every column have ground trench linked to other column? only footing alone not enough?

are very staircase must have at least 1 shear wall? some have 2?

if a more than 2 storey building wana do extention, how do rebar of new beam connect to existing structure?
*
(1)
very easy to calculate. for 1000ft2 of 25mm thk 1:3 cement sand screed = 92.93m2 (convert to meter square) = 2.32m3 (convert to m3)

cement density is 1600kg/m3
sand density is 1700kg/m3

2.32m3 x 0.25 x 1600kg = 928kg
928kg / 50kg = 18.56 or 19 bags allow some wastage la 21 bags.

(2)
there is no layer of cement. it's concrete which is the mixture of cement, sand and aggregate. the ratio is 1:3:6 for grade 30 or grade 40 concrete if I still can recalled. they either use rebar or wire mesh. 2 layer usually, top 1 bottom 1.

(3)
depend on design. footing alone usually enough. however some case they require tie beam connecting all the footing / pile cap.

(4)
shear wall required to resist the lateral load especially on high rise building, the wind load is increasing as the building is higher. therefore shear wall is require. they will positioning the shear wall at the center of building. if the building is big, then they will position it center of each half of the building. staircase and lift core is the place they choose to form the shear core by constructing the shear wall.

(5)
u need to drill a hole to existing structure and plant a rebar as dowel bar. then new beam rebar will lap to that dowel bar. usually engineer will recommend how long the depth require to embed the dowel bar and what type of epoxy glue require. these are the thing u not suppose to propose urself instead get their approval to use as that would be the integrity of structure.
TSiwubpreve
post Dec 9 2014, 10:50 AM

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QUOTE(alwinnng @ Dec 9 2014, 02:35 AM)
can i renovate my house to make it bigger without increasing the assessment?
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generally u need approval from local authority irrespective whether it has or doesn't has anything to do with structural integrity.
TSiwubpreve
post Dec 9 2014, 11:00 AM

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QUOTE(owenwong84 @ Dec 8 2014, 12:41 AM)
1 bangla like that they pay how much ?
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nowadays agent will charge main con abt 80 per bangla. then they actually pay 40 to that bangla sweat.gif
per day.
TSiwubpreve
post Dec 9 2014, 11:02 AM

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QUOTE(kuikuikuikui @ Dec 8 2014, 09:30 AM)
the use cheap raw material that can cause bangunan roboh?
*
provided it's approved material then it won't la. nowadays china product is cheap and compatible to client need. ur roboh more on structural element. provided those structural element of product is accepted by consulting engineer, it won't collapse.
MISMan
post Dec 9 2014, 11:04 AM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
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Hi,

Just asking whats the standard format of a Practical Completion Certificate?

do u have a copy/template?

thx!

SUSkuikuikuikui
post Dec 9 2014, 11:06 AM

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another question

can u gib the way how they songlap in construction field?
TSiwubpreve
post Dec 9 2014, 11:40 AM

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QUOTE(kuikuikuikui @ Dec 9 2014, 11:06 AM)
another question

can u gib the way how they songlap in construction field?
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selective tender. mean the tender is not transparent. in open tender, after all the bidding process, they will publish from lowest bidder to highest bidder. then who are the 1 selected. in selective tender, none would be shown. see the detail price and u will shock when got songlap.
owenwong84
post Dec 9 2014, 08:09 PM

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I see my neighbour so rich work as contractor. He has no degree.
Possible or not without degree learn how to construct? Maybe for small scale one, not building tower.

&

Example renovate a toilet. Maybe got remove the old tiles and wall. Replace with new marble, new paint, new pipe. Why the contract charge so expensive like near to 10k ? Workmanship so expensive one?

This post has been edited by owenwong84: Dec 9 2014, 08:14 PM
Agent 45
post Dec 9 2014, 10:26 PM

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anyone know what is the cost of concrete culvert, approximately 2400mm wide in diameter?
beederbest
post Dec 9 2014, 11:36 PM

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i want to build my house on my own land, can? need to submit the house plan or can just simply hure contractor and build. just for own stay.

if i wanna build a geodesic iron structure like those monkey swing u see in some park, is it ok to do it in my own land? need any approval?
fuzzy
post Dec 10 2014, 09:33 AM

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QUOTE(owenwong84 @ Dec 9 2014, 08:09 PM)
Example renovate a toilet. Maybe got remove the old tiles and wall. Replace with new marble, new paint, new pipe. Why the contract charge so expensive like near to 10k ? Workmanship so expensive one?
*
Workmanship is what you are willing to pay for it. There are Premier League players and there are Conference players, both is paid differently because their skills are very different.

You should go and get a few quotation, but I think when you involve hacking / wet works especially piping, the job scope is enlarged and becomes more complicated immediately.

QUOTE(beederbest @ Dec 9 2014, 11:36 PM)
i want to build my house on my own land, can? need to submit the house plan or can just simply hure contractor and build. just for own stay.

if i wanna build a geodesic iron structure like those monkey swing u see in some park, is it ok to do it in my own land? need any approval?
*
I think you need to at least submit your plan for approval, as otherwise they can later deem your structure illegal / unsound and you kena..
SUSeksk
post Dec 10 2014, 09:35 AM

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who is the better worker? bangla, myanmar, bangladeshi, indon or others?
TSiwubpreve
post Dec 10 2014, 10:44 AM

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QUOTE(owenwong84 @ Dec 9 2014, 08:09 PM)
I see my neighbour so rich work as contractor. He has no degree.
Possible or not without degree learn how to construct? Maybe for small scale one, not building tower.

&

Example renovate a toilet. Maybe got remove the old tiles and wall. Replace with new marble, new paint, new pipe. Why the contract charge so expensive like near to 10k ? Workmanship so expensive one?
*
(1)
u don't need a degree to build. u need management skill la. there are degree in construction management nowadays. however experience is what u need for a contractor. degree is require for engineering & being a architect I suppose.

(2)
in construction got 2 cost involve, 1 is cost for temporary work another is cost for permanent work. these hacking / removal of work is considered as temporary work that require quite a lot of manpowre and machinery and therefore will increase the cost of renovation. workmanship is still same. but in market there are different rate of workmanship when come to different trade. Joinery worker aka carpentry usually will cost high nowadays compared to other like bricklayer, plasterer.

also the other factor contributed to high in renovation is because of small quantity.
TSiwubpreve
post Dec 10 2014, 10:44 AM

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QUOTE(Agent 45 @ Dec 9 2014, 10:26 PM)
anyone know what is the cost of concrete culvert, approximately 2400mm wide in diameter?
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really have no idea, u should just check it with supplier. plenty in the market
TSiwubpreve
post Dec 10 2014, 10:49 AM

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QUOTE(beederbest @ Dec 9 2014, 11:36 PM)
i want to build my house on my own land, can? need to submit the house plan or can just simply hure contractor and build. just for own stay.

if i wanna build a geodesic iron structure like those monkey swing u see in some park, is it ok to do it in my own land? need any approval?
*
(1)
can, however u need to get a design and build contractor to do everything for u including submission to local authority. alternatively u can get those runner who usually is competent engineer that know local authority well to draw the plan and all mandatory submission and then u may get a contractor separately to build.

(2)
I think that should be fine. is it safe? suddenly broken when kids climbing then all the blame will point on u sweat.gif
TSiwubpreve
post Dec 10 2014, 10:50 AM

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QUOTE(eksk @ Dec 10 2014, 09:35 AM)
who is the better worker? bangla, myanmar, bangladeshi, indon or others?
*
best to worse
indon
Myanmar
bangladeshi
beederbest
post Dec 10 2014, 12:29 PM

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QUOTE(fuzzy @ Dec 10 2014, 09:33 AM)

I think you need to at least submit your plan for approval, as otherwise they can later deem your structure illegal / unsound and you kena..
*
any songlap needed to get it approve? do u know anything about approval of eco-material house, how easy or hard is it to get approved? for example earthship house, house made from old tyre.
fuzzy
post Dec 10 2014, 01:49 PM

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QUOTE(beederbest @ Dec 10 2014, 12:29 PM)
any songlap needed to get it approve? do u know anything about approval of eco-material house, how easy or hard is it to get approved? for example earthship house, house made from old tyre.
*
Approval is usually dependent on the safety of the structure. Should not be hard to get, but it might take a while depending on the speed of the worker.

Songlap wise, it probably help speed the process up rather than get it approved. You can also use a runner to help speed it up.
Donphatz
post Dec 10 2014, 01:59 PM

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Do you know any rubber lining company for piping?.
TSiwubpreve
post Dec 11 2014, 08:38 AM

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QUOTE(beederbest @ Dec 10 2014, 12:29 PM)
any songlap needed to get it approve? do u know anything about approval of eco-material house, how easy or hard is it to get approved? for example earthship house, house made from old tyre.
*
not songlap but have to get those "competent" 1. u do on ur own they will just throw u to this and that dept and end up u will sure frustrated. some design and build contractor capable to do that as they already familiar v the procedure and how to get it done quickly.
TSiwubpreve
post Dec 11 2014, 08:40 AM

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QUOTE(Donphatz @ Dec 10 2014, 01:59 PM)
Do you know any rubber lining company for piping?.
*
no sweat.gif
too specific for me this 1.
enviro
post Dec 11 2014, 04:55 PM

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what is "half sunken underpass" and " half overpass"
Thanks
blek
post Dec 11 2014, 06:42 PM

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» Click to show Spoiler - click again to hide... «


iwubpreve sorry still not clear yet, please advise biggrin.gif

This post has been edited by blek: Dec 11 2014, 06:43 PM
TSiwubpreve
post Dec 11 2014, 09:16 PM

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QUOTE(blek @ Dec 11 2014, 06:42 PM)
» Click to show Spoiler - click again to hide... «


iwubpreve sorry still not clear yet, please advise  biggrin.gif
*
(1)
0.25 because 1 portion of cement 3 portion of sand. mean 1 out of 4 is cement = 0.25.

(2)
3" concrete seems too think la. normally is 150mm at least. concrete cover is 25mm thick in general. but got exception in some case. generally is 25mm. is like this.
25mm concrete
1 layer of wire mesh
100mm concrete
1 layer of wire mesh
25mm concrete.

however, u not lay concrete layer by layer. after fix the wire mesh for all, u pour the concrete to cover all. use vibrator to ensure all the concrete sink into those void.

(3)notice of what?

(4)
yes, staircase is possible without shear wall. u need column to support the both end. the balance of space can use brickwall. shear wall is for high rise building usually.

(5)
TSiwubpreve
post Dec 11 2014, 09:26 PM

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QUOTE(enviro @ Dec 11 2014, 04:55 PM)
what is "half sunken underpass" and " half overpass"
Thanks
*
half sunken underpass is build a road intersection to existing 1 by running underneath. overpass is build a cross over shoot the existing 1 by crossing overhead.

the sink hole location, that place will build a half sunken underpass.
smaley
post Dec 12 2014, 04:00 AM

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How to be very knowledgeable in construction industry? Study what degree and thru industry experience or...


TSiwubpreve
post Dec 12 2014, 08:27 AM

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QUOTE(smaley @ Dec 12 2014, 04:00 AM)
How to be very knowledgeable in construction industry? Study what degree and thru industry experience or...
*
construction is not about one man show kind of thing. u need various of profession to complete it. therefore construction industry is very complex. the hierarchy of construction industry is like this


Developer
|
Consultant - Main Contractor
|
Subcontractor - Supplier


Basically main contractor is the party where u will learn most of the thing as main contractor is the 1 who do the physical work for client.
Joey Christensen
post Dec 12 2014, 07:49 PM

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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.
JustForCheonging
post Dec 12 2014, 08:04 PM

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I wanna check with u all has anyone involve pr1ma project (or so call affordable house)?

My old man is keen on this and last time got offer RM90k each unit. U know la politic all wayang shj want upfront 1st to secure those projects.

So many scammers out there.
ufmiyuki12
post Dec 12 2014, 08:08 PM

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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..
differ
post Dec 13 2014, 01:43 AM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
Is it true you always have to go Tongsan KTV to entertain?
TSiwubpreve
post Dec 19 2014, 09:32 AM

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QUOTE(Joey Christensen @ Dec 12 2014, 07:49 PM)
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 biggrin.gif



(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
TSiwubpreve
post Dec 19 2014, 09:44 AM

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QUOTE(JustForCheonging @ Dec 12 2014, 08:04 PM)
I wanna check with u all has anyone involve pr1ma project (or so call affordable house)?

My old man is keen on this and last time got offer RM90k each unit. U know la politic all wayang shj want upfront 1st to secure those projects.

So many scammers out there.
*
I not involve. certainly it's possible to have 90k a unit. all opt for cheaper variant of finishing. china tile, cement sand brick, and etc.
TSiwubpreve
post Dec 19 2014, 09:50 AM

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QUOTE(ufmiyuki12 @ Dec 12 2014, 08:08 PM)
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.
TSiwubpreve
post Dec 19 2014, 09:54 AM

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QUOTE(differ @ Dec 13 2014, 01:43 AM)
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.
differ
post Dec 19 2014, 10:31 AM

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QUOTE(iwubpreve @ Dec 19 2014, 09:54 AM)
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?
TSiwubpreve
post Dec 19 2014, 10:34 AM

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QUOTE(differ @ Dec 19 2014, 10:31 AM)
issit? consultant also bring developer to tongsan KTV wan wor...

so now that CP already sweep yellow clean, where you all go ah?
*
no idea. I didn't go to those place 1. biggrin.gif rolleyes.gif
mostly hearsay.
differ
post Dec 19 2014, 10:42 AM

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QUOTE(iwubpreve @ Dec 19 2014, 10:34 AM)
no idea. I didn't go to those place 1. biggrin.gif  rolleyes.gif
mostly hearsay.
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hmm.gif brows.gif
TSiwubpreve
post Dec 19 2014, 11:24 AM

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QUOTE(differ @ Dec 19 2014, 10:42 AM)
hmm.gif  brows.gif
*
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 rolleyes.gif
ascend
post Dec 19 2014, 12:01 PM

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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.
differ
post Dec 19 2014, 02:20 PM

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QUOTE(iwubpreve @ Dec 19 2014, 11:24 AM)
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  rolleyes.gif
*
yes ok. hint noted.
TSiwubpreve
post Dec 19 2014, 03:54 PM

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QUOTE(ascend @ Dec 19 2014, 12:01 PM)
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 thumbup.gif

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.


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TSiwubpreve
post Dec 19 2014, 03:54 PM

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QUOTE(differ @ Dec 19 2014, 02:20 PM)
yes ok. hint noted.
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what hint I gave? hmm.gif
hmael
post Dec 19 2014, 05:09 PM

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What's a difference between prime cost and provisional sum? Can you cite some examples? Thanks.
ascend
post Dec 19 2014, 09:35 PM

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QUOTE(iwubpreve @ Dec 19 2014, 03:54 PM)
good that u have curiosity  thumbup.gif

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. biggrin.gif
kueh karas
post Dec 20 2014, 12:53 AM

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By reading this. I can prepare myself for my part 3 exam soon.. Heheh
TSiwubpreve
post Dec 20 2014, 08:36 AM

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QUOTE(kueh karas @ Dec 20 2014, 12:53 AM)
By reading this. I can prepare myself for my part 3 exam soon.. Heheh
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IEM part 3? or ISM?
TSiwubpreve
post Dec 20 2014, 08:49 AM

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QUOTE(hmael @ Dec 19 2014, 05:09 PM)
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.


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TSiwubpreve
post Dec 20 2014, 08:51 AM

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QUOTE(ascend @ Dec 19 2014, 09:35 PM)
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.  biggrin.gif
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this 1 is more toward tensile strength. which is vertical loading. when come to lateral load, usually will use shear wall instead of column la. more structural element. only high rise wil encounter horizontal force
iamfromhk
post Dec 20 2014, 05:16 PM

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I just back from hk.. my family were in the sand mining business in Perak for long time.. is there still demand for fine sand in Kl? Just asking as my brother asked me to take over the business. .


John
TSiwubpreve
post Dec 22 2014, 09:15 AM

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QUOTE(iamfromhk @ Dec 20 2014, 05:16 PM)
I just back from hk.. my family were in the sand mining business in Perak for long time.. is there still demand for fine sand in Kl? Just asking as my brother asked me to take over the business. .
John
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yes, but transportation of sand to KL, I ain't sure the price still competitive or not.
Joey Christensen
post Dec 22 2014, 02:24 PM

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QUOTE(iamfromhk @ Dec 20 2014, 05:16 PM)
I just back from hk.. my family were in the sand mining business in Perak for long time.. is there still demand for fine sand in Kl? Just asking as my brother asked me to take over the business. .
John
Simpang Pulai? What about Tasek Corporation Berhad?
TSiwubpreve
post Dec 22 2014, 05:43 PM

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QUOTE(Joey Christensen @ Dec 22 2014, 02:24 PM)
Simpang Pulai? What about Tasek Corporation Berhad?
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Tasek is limestone sweat.gif
Joey Christensen
post Dec 22 2014, 05:50 PM

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QUOTE(iwubpreve @ Dec 22 2014, 05:43 PM)
Tasek is limestone sweat.gif
My family runs limestone quarrying in Simpang Pulai. laugh.gif Sand is just part of it.
blek
post Dec 22 2014, 05:58 PM

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QUOTE(Joey Christensen @ Dec 22 2014, 05:50 PM)
My family runs limestone quarrying in Simpang Pulai. laugh.gif Sand is just part of it.
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if ur daddy the one onw a proch boxster and falali sport car? brows.gif
iamfromhk
post Dec 22 2014, 08:17 PM

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QUOTE(iwubpreve @ Dec 22 2014, 09:15 AM)
yes, but transportation of sand to KL, I ain't sure the price still competitive or not.
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We are selling to some company in kl.. price wise around $30-33 depends on which part of kl... used to sell a lot but now a day not easy to get K3...

John
ShadowR1
post Dec 22 2014, 10:55 PM

Im still HeRe ...
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My immediate neighbor is doing a major reno and it is real major. They basically break all the walls and rebuild again from double storey to 3 1/2 storey. Is that even possible for a normal DS to be re-build into a 3 or 3 1/2 story ?

BTW its a corner unit.
blek
post Dec 22 2014, 11:20 PM

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No problem, money can settle
TSiwubpreve
post Dec 23 2014, 08:31 AM

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QUOTE(Joey Christensen @ Dec 22 2014, 05:50 PM)
My family runs limestone quarrying in Simpang Pulai. laugh.gif Sand is just part of it.
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ic. must be very rich biggrin.gif
TSiwubpreve
post Dec 23 2014, 08:32 AM

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QUOTE(iamfromhk @ Dec 22 2014, 08:17 PM)
We are selling to some company in kl.. price wise around $30-33 depends on which part of kl... used to sell a lot but now a day not easy to get K3...

John
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RM33/tonne is quite competitive.
TSiwubpreve
post Dec 23 2014, 08:35 AM

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QUOTE(ShadowR1 @ Dec 22 2014, 10:55 PM)
My immediate neighbor is doing a major reno and it is real major. They basically break all the walls and rebuild again from double storey to 3 1/2 storey. Is that even possible for a normal DS to be re-build into a 3 or 3 1/2 story ?

BTW its a corner unit.
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3 1/2 storey is really nothing actually. u only need to get approval from local authority and then structural can design for u.
iamfromhk
post Dec 23 2014, 09:52 PM

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QUOTE(iwubpreve @ Dec 23 2014, 08:32 AM)
RM33/tonne is quite competitive.
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Used to be $28 per tonne but lorry driver want more $ because of the diesel price going up.

John
eikhwan4
post Dec 24 2014, 02:30 PM

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what do you think about land surveyor in construction industries. do they really important to us?
TSiwubpreve
post Dec 24 2014, 04:44 PM

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QUOTE(eikhwan4 @ Dec 24 2014, 02:30 PM)
what do you think about land surveyor in construction industries. do they really important to us?
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yes. every profession play a role there
Darkripper
post Dec 24 2014, 05:04 PM

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Civil eng student reporting in....
anz87
post Dec 25 2014, 03:48 PM

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Plan to do homestay using bamboo or container house... But wonder is there anyone want to stay inside these options
TSiwubpreve
post Dec 26 2014, 10:06 AM

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QUOTE(sendatpadatketat @ Dec 25 2014, 02:59 PM)
is it  more expensive to buy a lot in rural area and build my own kampung house than buy a full package house?

is more costly nowdays to build wood house than brick house?

if money not an excuse might build house using red brick summorr
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(1)
definitely would be cheap logically. but at the small qty of building material, I doubt u will get competitive price. so at the end will come back to square laugh.gif

(2)
if u refer to those kampong wooden house (old generation type), then it's cheaper than brick.
TSiwubpreve
post Dec 26 2014, 10:08 AM

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QUOTE(661188 @ Dec 24 2014, 10:19 PM)
Foresta Damansara on hill safe or risky like highland tower
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all hill are same. when come to hill the risk is there. higher competency of professional require to ensure not overlook all the risk when constructing that.
TSiwubpreve
post Dec 26 2014, 10:09 AM

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QUOTE(anz87 @ Dec 25 2014, 03:48 PM)
Plan to do homestay using bamboo or container house... But wonder is there anyone want to stay inside these options
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yeah if price is an option to them. if u can build at golden triangle and RM50 per night per room, shouldn't be problem. I doubt u can even survive v that sweat.gif
TSiwubpreve
post Dec 26 2014, 11:43 AM

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QUOTE(sendatpadatketat @ Dec 26 2014, 11:35 AM)
if using papan sure cheap. quality wood come at premium price I guess in this era.
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ya, modern house using good quality and good species of timber. cengal, balau, teak not cheap. look nice and have good properties against weather exposure as u wanna use it as frame
faizal87
post Dec 27 2014, 10:34 AM

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TS
may i know how to recognize type of steel and size of BRC?
feekle
post Dec 27 2014, 10:42 AM

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QUOTE(faizal87 @ Dec 27 2014, 10:34 AM)
TS
may i know how to recognize type of steel and size of BRC?
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If u mean by looking, then i must say it's from experience or u can measure it yourself. Want more info can ask brochure from the suppliers
kamfoo
post Dec 27 2014, 10:38 PM

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single layer wood bored call what in canto
SUSapj8188
post Dec 28 2014, 06:20 PM

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Sometime i pass by construction site i see got alot of big stone block stack together maybe few hundred tonnes there.

Whats the purpose?
Hollow21
post Dec 28 2014, 09:39 PM

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QUOTE(apj8188 @ Dec 28 2014, 06:20 PM)
Sometime i pass by construction site i see got alot of big stone block stack together maybe few hundred tonnes there.

Whats the purpose?
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That one to test the piling...
weng98
post Dec 28 2014, 10:01 PM

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QUOTE(Hollow21 @ Dec 28 2014, 09:39 PM)
That one to test the piling...
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how to cheat the developer if when requested to do a load test and you didn't sufficiently did enough piling works.. ?
Hollow21
post Dec 28 2014, 10:10 PM

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QUOTE(weng98 @ Dec 28 2014, 10:01 PM)
how to cheat the developer if when requested to do a load test and you didn't sufficiently did enough piling works.. ?
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Where can cheat one la....and piling never ever cheat...foundation la wei...
Scissorshand
post Dec 28 2014, 10:15 PM

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What's the std guidelines to building speed bumps is residential area? Thanks
aus1984
post Dec 29 2014, 02:54 AM

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At 31 years old is it too late for me to join construction industry as safety officer?the only construction exp i have is as weighbrigde clerk at klia 2 project.
Jurassicpark
post Jan 2 2015, 03:18 PM

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QUOTE(iwubpreve @ Oct 17 2014, 02:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
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will do,LIKED!
TSiwubpreve
post Jan 8 2015, 09:18 AM

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QUOTE(faizal87 @ Dec 27 2014, 10:34 AM)
TS
may i know how to recognize type of steel and size of BRC?
*
I believe u mean those reinforcement bar embedded inside concrete. there are 2 type, 1 is steel bar (like a round bar) and there categorize base on diameter of the bar. eg. T12, T16, T20, T32, R6, R10, Y20.
R = round bar (the surface of bar is smooth and yield stress is lower)
T = high tensile bar (the bar made by twisting of bar hence have high yield stress)
Y = higher tensile strength than "T" type of bar.

the number represent diameter. 12mm, 25mm, 32mm and etc. steel bar come in standard length 12m long.

another type is BRC (BRC is a company name). that is wire mesh consist of small steel bar welded together in a mesh. it come with size 6m x 2.2m each piece. these BRC made by smaller size of round bar like R6, R5, R4 and etc. using BRC can save time as u don't have to tie the steel bar as it come welded from factory. BRC got the reference code, each reference ode give u the spacing of the small round bar welded and diameter of bar used. so engineer can design base on their requirement when come to structural design.
TSiwubpreve
post Jan 8 2015, 09:20 AM

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QUOTE(kamfoo @ Dec 27 2014, 10:38 PM)
single layer wood bored call what in canto
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what? "sam kap ban" u mean? 3 layer plywood. or block board u mean? block board is 1 think layer top, 1 thin layer bottom and middle is timber struc ("kok zai").
TSiwubpreve
post Jan 8 2015, 09:22 AM

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QUOTE(apj8188 @ Dec 28 2014, 06:20 PM)
Sometime i pass by construction site i see got alot of big stone block stack together maybe few hundred tonnes there.

Whats the purpose?
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pile load test. they put the block as if the full building load is there. to test the pile b4 build the structure on top of that pile. pile is foundation of building. discussed at few page earlier, got picture there. biggrin.gif

https://forum.lowyat.net/topic/3381356/+360
TSiwubpreve
post Jan 8 2015, 09:24 AM

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QUOTE(weng98 @ Dec 28 2014, 10:01 PM)
how to cheat the developer if when requested to do a load test and you didn't sufficiently did enough piling works.. ?
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of course they can cheat. but then consulting engineer engaged by developer to supervise contractor if they are cheating or not. all the work required to be inspected and accepted by consulting engineer. structural engineer basically give life time warranty to developer on the integrity of structure.
TSiwubpreve
post Jan 8 2015, 09:28 AM

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QUOTE(Scissorshand @ Dec 28 2014, 10:15 PM)
What's the std guidelines to building speed bumps is residential area? Thanks
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on premix road? not so sure if there are written guideline for this. but when they require u to reduce the speed the speed hump would be there la biggrin.gif

school area, road to genting at sharp corner? laugh.gif car park etc
TSiwubpreve
post Jan 8 2015, 09:29 AM

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QUOTE(aus1984 @ Dec 29 2014, 02:54 AM)
At 31 years old is it too late for me to join construction industry as safety officer?the only construction exp i have is as weighbrigde clerk at klia 2 project.
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it's never too late at 31. safety officer very high in demand.
watever77
post Jan 8 2015, 12:18 PM

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1. How to calculate the costs for using excavator or bulldozer for land clearing works

2. Is there any difference in the rates for works in city place and rural place
zaFrOoNaLdO
post Jan 8 2015, 05:06 PM

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hi curious, why certain roads cant last long. i read somewhere, a road supposedly can last 10 years. but nowadays, today u tampal the pothole, next week the hole reappears.

what is the reason?

also, i was there a pothole in the first place? is it the quality of work/tar? or the temperature of the day? or isit bcos the road not yet ready to be used yet they already open the road for usage (this could be bcos its a main road etc).

kamfoo
post Jan 8 2015, 11:32 PM

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QUOTE(iwubpreve @ Jan 8 2015, 09:20 AM)
what? "sam kap ban" u mean? 3 layer plywood. or block board u mean? block board is 1 think layer top, 1 thin layer bottom and middle is timber struc ("kok zai").
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single layer wood panel is it call tinfaban?
MishimaZ
post Jan 9 2015, 08:44 AM

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QUOTE(zaFrOoNaLdO @ Jan 8 2015, 05:06 PM)
hi curious, why certain roads cant last long. i read somewhere, a road supposedly can last 10 years. but nowadays, today u tampal the pothole, next week the hole reappears.

what is the reason?

also, i was there a pothole in the first place? is it the quality of work/tar? or the temperature of the day? or isit bcos the road not yet ready to be used yet they already open the road for usage (this could be bcos its a main road etc).
*
Depends on the base condition. If the base is soil of high water content then even if you design 20 years also the road will be damaged way faster due to the movements of the base.

The normal 'tar' type of road you usually seen is to allow ease of maintenance of the road.

Potholes come from variety of reasons, from wheel loadings to internal seepage. Opening a road for usage is rarely the cause, since wheels will usually compact the courses faster.
epsonstylux
post Jan 10 2015, 09:37 AM

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QUOTE(MishimaZ @ Jan 9 2015, 08:44 AM)
Depends on the base condition. If the base is soil of high water content then even if you design 20 years also the road will be damaged way faster due to the movements of the base.

The normal 'tar' type of road you usually seen is to allow ease of maintenance of the road.

Potholes come from variety of reasons, from wheel loadings to internal seepage. Opening a road for usage is rarely the cause, since wheels will usually compact the courses faster.
*
Why some tar road at our highways looks very wet and slippery?

But on other tar road eg:new nkve from klang to subang rven when it rains, the tar doesnt look wet and dont really have water splashing up into the air

But ive been driving at vietnam our road condition much better
cry.gif

This post has been edited by epsonstylux: Jan 10 2015, 09:38 AM
CoffeeDude
post Jan 10 2015, 03:02 PM

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Anyone tried this epoxy flake coating as a waterproofing coating?

http://www.enmulticoat.com.my/products/

My car porch ceiling has a lot of water marks and it is coming from the balcony floor.

Is epoxy the best material for waterproofing?
Jacho
post Jan 12 2015, 11:09 AM

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Hi Bro, my name is Jacho. Im in construction industry in Singapore.
Got intention to start something here in Malaysia. Cause now in SG, levies and all labour cost went up quite a lot.... may I ask...

1) How is the construction industries over there in My?
2) labour issue easy to solve ?
3) payment issue easy to collect or there ?

Im more into prefab housing like construction site office usually in white n blue color. Or building up workers dormitory.. I think you likely to see b4. I think demands are picking up over there...

Ultimately is the sales and collection part that Im worrying..
Care to advise ?

Autocountstick
post Jan 12 2015, 11:13 AM

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resort building no need submission of architect or landscape?
MishimaZ
post Jan 12 2015, 12:18 PM

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QUOTE(epsonstylux @ Jan 10 2015, 09:37 AM)
Why some tar road at our highways looks very wet and slippery?

But on other tar road eg:new nkve from klang to subang rven when it rains, the tar doesnt look wet and dont really have water splashing up into the air

But ive been driving at vietnam our road condition much better
cry.gif
*
Usually is because newer roads consider much better water flow.... A flat road retains water longer. Maintenance, drainage etc etc.

Older roads usually loses their rough texture by time where their coarseness help retain water and add to friction.

QUOTE(Jacho @ Jan 12 2015, 11:09 AM)
Hi Bro, my name is Jacho.  Im in construction industry in Singapore.
Got intention to start something here in Malaysia. Cause now in SG, levies and all labour cost went up quite a lot....  may I ask...

1)  How is the construction industries over there in My?
2) labour issue easy to solve ?
3) payment issue easy to collect or there ?

Im more into prefab housing like construction site office usually in white n blue color. Or building up workers dormitory..  I think you likely to see b4. I think demands are picking up over there...

Ultimately is the sales and collection part that Im worrying..
Care to advise ?
*
1) I think everywhere around is slowing down. Same applies to Msia.
2) Labor issues similar to SG.
3) No comment, good and bad paymasters are everywhere.... better to check on their reputations.

Construction site office, isn't it what we called container? Anyway, in the city prefab items are not a hit due to some obvious reasons....

QUOTE(Autocountstick @ Jan 12 2015, 11:13 AM)
resort building no need submission of architect or landscape?
*
Need...
Clement1001
post Jan 13 2015, 11:41 AM

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TS can you care to explain the sequence for a construction substation from bare ground to handing over to tnb and the duration for them to energize it. Thanks

This post has been edited by Clement1001: Jan 13 2015, 11:42 AM
davkong
post Jan 13 2015, 04:50 PM

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What do you think about CIDB SCORE's STAR rating? Is it an accurate representation of a company's performance? In your opinion, which is the best local construction company at the moment (in terms of financial performance, management capability, technical capability, etc.)?
NaShRiCk
post Jan 15 2015, 01:34 AM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
Bro. tell me more on construction survey. The job scope and responsibilities. TQ
Catalyzer
post Jan 16 2015, 05:07 PM

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Guys, anyone knows where to get electrical PVC conduit pipes in Malaysia? Prefer direct factories or distributors because it's more cheaper maaaaa... biggrin.gif

I am planning for one project. biggrin.gif biggrin.gif biggrin.gif

This post has been edited by Catalyzer: Jan 16 2015, 05:09 PM


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blek
post Jan 16 2015, 07:13 PM

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QUOTE(Clement1001 @ Jan 13 2015, 11:41 AM)
TS can you care to explain the sequence for a construction substation from bare ground to handing over to tnb and the duration for them to energize it. Thanks
*
got money and connection, got grade 7
some company dont even have a experience staff yet obtain grade 7!!!
topearn
post Jan 17 2015, 09:00 PM

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Can I build a few houses in a bangalow lot with dimensionx 100 ft x 100 ft ?
hsbc2
post Jan 18 2015, 11:22 AM

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WHERE TO BUY CHEAP TILES AND QUALITY FROM CHINA ? always kena cut throat when wanna use gloosy big tiles....
Mr.Docter
post Jan 19 2015, 12:31 AM

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QUOTE(iwubpreve @ Oct 17 2014, 01:30 PM)
hey guys, u may ask me anything about construction industry and i'll try my best to answer all ur question.
biggrin.gif

Construction Industry is so complex and actually affect various party namely,

House buyer / Purchaser
Developer
Consultant (Architect, Engineer and etc)
Main Contractor
Subcontractor / Vendor / Supplier
Local Authority (DBKL, BOMBA, SYABAS, TNB, TELEKOM, POS, JKKP, IWK and etc.)

u can also ask me about construction law. I know a lot abt that too biggrin.gif
*
Hey,

I have 17 acre of land on Jeli Kelatan and currently seeking reputable developer. Any contact?
mrPOTATO
post Jan 19 2015, 10:36 PM

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my condo keep cracking here there, plastered cracks crack again, then pipe leak inside wall. swimmin pool after repair leak again.
What is happening ?
is it foundation problem ?
glamour
post Jan 20 2015, 10:43 PM

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Bought a new home. Staying for almost one year.
Still no telephone line.
Check with developer. He say they already all the form to Telekom. Just waiting telekom to fix the post.
Just wondering why it takes so long for Telekom to install phone and Internet.
prophetjul
post Jan 21 2015, 10:32 AM

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How much to build a single carriageway highway in Sabah per km?
kobeineken
post Jan 21 2015, 11:36 AM

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can u pm me the mix design for all concrete grades?
ycs
post Feb 2 2015, 02:48 PM

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must electrical wires be always in plastic conduits if embedded inside walls?

i want to install extra point from my pillar light point to other spots along same wall, so thinking to just run thicker wires on top edge and then brick/plaster it up
CoffeeDude
post Feb 3 2015, 10:11 PM

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QUOTE(ycs @ Feb 2 2015, 02:48 PM)
must electrical wires be always in plastic conduits if embedded inside walls?

i want to install extra point from my pillar light point to other spots along same wall, so thinking to just run thicker wires on top edge and then brick/plaster it up
*
My contractor told me if you just have bare wires in the walls and plaster it up.
In case anything happens and you need to replace those wires, do you want to hack the wall?
pokie182
post Feb 4 2015, 11:49 PM

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what is the market rate for labour wages per hour? Those indo and bangla at site. I suspect the site staff makan duit company by overcharging the workers wages.
xbbshampoo
post Feb 9 2015, 02:20 PM

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any nice construction cost estimation software to recommend or not? brows.gif
shadow_walker
post Feb 10 2015, 02:53 PM

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WHY U DRIVE PREVE?
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post Feb 11 2015, 12:49 PM

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Hi TS, im going to do renovation in office soon and i would like to put Vinyl flooring. Just want to ask can the vinyl glue to the floor? Because i concern about the edge of the vinyl, especially in the mddle of walkway, can collect dust and pple can kick it and koyak. Isit expensive?? Any other cheaper method beside tiles, because the office is just temporary, maybe 2 or 3 years

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post Feb 16 2015, 10:40 PM

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QUOTE(watever77 @ Jan 8 2015, 12:18 PM)
1. How to calculate the costs for using excavator or bulldozer for land clearing works

2. Is there any difference in the rates for works in city place and rural place
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1. depend how contractor value the thing. first u need to identify the duration, then the area. so your cost to do would be duration x daily rental (including operator). then divided into area and plus some buffer and profit & attendance. anyway, need to be bid accurately as u don't wish your work have no volume.

2. yeap, logistic would be contributed to those cost.
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post Feb 16 2015, 10:48 PM

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QUOTE(zaFrOoNaLdO @ Jan 8 2015, 05:06 PM)
hi curious, why certain roads cant last long. i read somewhere, a road supposedly can last 10 years. but nowadays, today u tampal the pothole, next week the hole reappears.

what is the reason?

also, i was there a pothole in the first place? is it the quality of work/tar? or the temperature of the day? or isit bcos the road not yet ready to be used yet they already open the road for usage (this could be bcos its a main road etc).
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mostly is quality / workmanship. prior laying premix (to u is tar road la) they need to have a compacted ground. usually they will compact it by laying crusher run. when not well compact and got porous within the crusher run, then crack / pothole will occur in time. below is the section of premix (also known as tar road in ur understanding)

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post Feb 16 2015, 10:48 PM

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QUOTE(kamfoo @ Jan 8 2015, 11:32 PM)
single layer wood panel is it call tinfaban?
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tinfaban mean ceiling? rclxub.gif unsure.gif
TSiwubpreve
post Feb 16 2015, 10:50 PM

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QUOTE(epsonstylux @ Jan 10 2015, 09:37 AM)
Why some tar road at our highways looks very wet and slippery?

But on other tar road eg:new nkve from klang to subang rven when it rains, the tar doesnt look wet and dont really have water splashing up into the air

But ive been driving at vietnam our road condition much better
cry.gif
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usually those tar road will form a slope (very low degree of slope) so the water will flow to side and discharge to scupper drain. yeap, ours much better because of we have plenty of resources.
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post Feb 16 2015, 10:51 PM

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QUOTE(CoffeeDude @ Jan 10 2015, 03:02 PM)
Anyone tried this epoxy flake coating as a waterproofing coating?

http://www.enmulticoat.com.my/products/

My car porch ceiling has a lot of water marks and it is coming from the balcony floor.

Is epoxy the best material for waterproofing?
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usually those rectification using epoxy grout. just do the treatment on the leakage spot. by drilling a hole there and pump epoxy grout to fill those capillary of water line.
kamfoo
post Feb 16 2015, 10:53 PM

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hallo r u contractor....maybe want to make sexy porch
TSiwubpreve
post Feb 16 2015, 10:54 PM

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QUOTE(Jacho @ Jan 12 2015, 11:09 AM)
Hi Bro, my name is Jacho.  Im in construction industry in Singapore.
Got intention to start something here in Malaysia. Cause now in SG, levies and all labour cost went up quite a lot....  may I ask...

1)  How is the construction industries over there in My?
2) labour issue easy to solve ?
3) payment issue easy to collect or there ?

Im more into prefab housing like construction site office usually in white n blue color. Or building up workers dormitory..  I think you likely to see b4. I think demands are picking up over there...

Ultimately is the sales and collection part that Im worrying..
Care to advise ?
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in Malaysia, we have cost competition. u may offer good price but usually lowest bidder will get the job. of course quality is an issue however nobody will know the quality unless u are a very reputable contractor. usually those are selective tendering. payment issue is really depend la, if client don't wanna honour what can u do? legal proceeding and wasting legal fee nia. it's a risk to work as contractor here in fact unless u really have strong financing power and have strong legal knowledge.
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post Feb 16 2015, 10:57 PM

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QUOTE(Clement1001 @ Jan 13 2015, 11:41 AM)
TS can you care to explain the sequence for a construction substation from bare ground to handing over to tnb and the duration for them to energize it. Thanks
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structural work > architectural work & M&E work > get local authority for inspection > local authority will give their comment and input on what to rectify prior handing over to them aka TNB > rectify and get inspection passed
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post Feb 16 2015, 10:59 PM

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QUOTE(davkong @ Jan 13 2015, 04:50 PM)
What do you think about CIDB SCORE's STAR rating? Is it an accurate representation of a company's performance? In your opinion, which is the best local construction company at the moment (in terms of financial performance, management capability, technical capability, etc.)?
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construction company ar, a lot are good in financing power. but a lot of them also reluctant to get private job and hence lot contractor buy their own land and develop themselve. like IJM used to be a contractor. now they have IJM land. a lot of developer have their own construction team and hence they don't need contractor. like Ireka, YNH, UOA and etc. but of course when they wanna build those specialized building, they need specialized contractor. those usually are japanese / korean company who have the guys / knowledge to build.
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post Feb 16 2015, 11:00 PM

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QUOTE(NaShRiCk @ Jan 15 2015, 01:34 AM)
Bro. tell me more on construction survey. The job scope and responsibilities. TQ
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construction survey? more like study about building technology nia biggrin.gif
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post Feb 16 2015, 11:00 PM

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QUOTE(Catalyzer @ Jan 16 2015, 05:07 PM)
Guys, anyone knows where to get electrical PVC conduit pipes in Malaysia? Prefer direct factories or distributors because it's more cheaper maaaaa... biggrin.gif

I am planning for one project. biggrin.gif biggrin.gif biggrin.gif
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no idea sweat.gif
TSiwubpreve
post Feb 16 2015, 11:01 PM

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QUOTE(topearn @ Jan 17 2015, 09:00 PM)
Can I build a few houses in a bangalow lot with dimensionx 100 ft x 100 ft ?
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can. why not?
TSiwubpreve
post Feb 16 2015, 11:02 PM

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QUOTE(hsbc2 @ Jan 18 2015, 11:22 AM)
WHERE TO BUY CHEAP TILES AND QUALITY FROM CHINA ? always kena cut throat when wanna use gloosy big tiles....
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no idea. but go to those warehouse sale. they usually sell away those left over tile 1. yup, china now have lot of cheap and look like MML tile. not bad mang.
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post Feb 16 2015, 11:03 PM

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QUOTE(Mr.Docter @ Jan 19 2015, 12:31 AM)
Hey,

I have 17 acre of land on Jeli Kelatan and currently seeking reputable developer. Any contact?
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no idea la sweat.gif
so far, got prospect or not there unsure.gif
TSiwubpreve
post Feb 16 2015, 11:04 PM

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QUOTE(mrPOTATO @ Jan 19 2015, 10:36 PM)
my condo keep cracking here there, plastered cracks crack again, then pipe leak inside wall. swimmin pool after repair leak again.
What is happening ?
is it foundation problem ?
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very minor crack? like hairline crack? very likely is plastering issue more la. if foundation issue, the crack would be very big.

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