site cost PD
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And this is for a flat block!!!
We were told by the sales office according to the engineering plans we had roughly 350mm fall, PD have come back to us saying we have 1200mm of fall with an M class slab which requires pillars to some of the slab and extra storm water drainage.. I'd like to get a second opinion as i think this may be a little excessive or incorrect.. I was told it was pointless to get a second opinion because the warranty wouldnt be covered unless we went with their guy.. Has anyone got any similair site costs near us or has any idea's on our situation..
Also they couldn't find our alloted pegs so im not sure how precise this site cost estimate is..
We are paying more than that with PD for a "flat" block ...
When in doubt trust no one, if your land has settled get out there with a couple of pegs, a string line, spirit level and tape measure and find out exactly what the fall is.
in terms of those costs, also depends on whether any fill etc is present, if the fall is 1200mm a cut and fill costs. So yeah 10k is definately possible.
Feel like we have been * too and mislead over several issues from PD staff - not happy
Did they give you a breakdown in your tender? Ours was:
- $2616 cut and fill
- $3951 piering and deepened edge beams
- $2312 drainage
It all depends on the soil test report. Until that has been done any estimate figure is just a guess. Our sales estimate was to expect around $16,000 for site costs. Should I go back to sales and berate them for over stating the figure? Of course not.
Friend of mine in the same estate, <300mm fall, smaller block, smaller house paid $17,000 for site costs largely due to rock.
How much were you expecting to pay? You should probably be pretty happy with $10,000!
What does the soil test report indicate?
If you're building on highly reactive clay (the extent to which it expands and contracts due to changes in moisture) - it costs more
If you're building on fill (even compacted) it might require piering - it costs more
If you're building near an easement, or your garage is on the boundary - it costs more
Is the siting of the house going to cause drainage issues?...
Is there rock?...
The above are obviously not definitive of all possible causes for cost variation but you get the idea.
Foundations are probably not the best area to cut corners on. If you were able to save $5,000 but your bricks, plaster and floors crack after a few years, would you be satisfied with that? Probably not...
Hi we are new to all of this... we are building in the avenue - north cranbourne, building with PD, camberwell 29,we were just told our site costs came to 10k!!!!
And this is for a flat block!!!
We were told by the sales office according to the engineering plans we had roughly 350mm fall, PD have come back to us saying we have 1200mm of fall with an M class slab which requires pillars to some of the slab and extra storm water drainage.. I'd like to get a second opinion as i think this may be a little excessive or incorrect.. I was told it was pointless to get a second opinion because the warranty wouldnt be covered unless we went with their guy.. Has anyone got any similair site costs near us or has any idea's on our situation..
Also they couldn't find our alloted pegs so im not sure how precise this site cost estimate is..
And this is for a flat block!!!
We were told by the sales office according to the engineering plans we had roughly 350mm fall, PD have come back to us saying we have 1200mm of fall with an M class slab which requires pillars to some of the slab and extra storm water drainage.. I'd like to get a second opinion as i think this may be a little excessive or incorrect.. I was told it was pointless to get a second opinion because the warranty wouldnt be covered unless we went with their guy.. Has anyone got any similair site costs near us or has any idea's on our situation..
Also they couldn't find our alloted pegs so im not sure how precise this site cost estimate is..
We were told by the sales office according to the engineering plans we had roughly 350mm fall
Land sales staff can be a little "creative" with some of the info they provide. And they're not always knowledgeable. Remember they want a sale....
...with an M class slab which requires pillars to some of the slab and extra storm water drainage..
Find out why you need piering. Is there something underground that needs protecting (often sewer or drainage pipes in an easement)? Or is it purely due to the fall, or the amount of fill on the land?
And this is for a flat block!!!
People want flat blocks. Developers provide what people want by dumping lots and lots of fill on vacant land. Potential buyers come along and go: Yippee! A flat block! This will be cheap to build on!!
Ask the developer for a soil compaction report, pronto. PD should take it into account and it might reduce your costs a bit.
We have a flat block, and paid $12,500 site costs, including slab upgrade and piering to the rear edge to protect the sewer running through our easement. The soil compaction report showed that piering the entire slab wasn't necessary and we saved $2,000 on the amount in our tender.
Ask questions, see if there's any way of reducing the amount. But $10,000 isn't really excessive.
Foundations are probably not the best area to cut corners on. If you were able to save $5,000 but your bricks, plaster and floors crack after a few years, would you be satisfied with that? Probably not...
While I do agree with your point of view, engineers should be capable of knowing what is required to do the job without having over kill. There would already be a margin of safety included in the calculations
We were also told we need piering due to the result of a soil test which we knew was never even done! After contesting this with the builder the soil test was redone by another company. Funnily enough the 1m of fill the original test said we had was now reduced to only 10cm hence no need for piering and a saving of $6999 to us. Pays to be vigilent and and ask questions.
thanks for this tip. i am having my land soil tested this coming month
Foundations are probably not the best area to cut corners on. If you were able to save $5,000 but your bricks, plaster and floors crack after a few years, would you be satisfied with that? Probably not...
While I do agree with your point of view, engineers should be capable of knowing what is required to do the job without having over kill. There would already be a margin of safety included in the calculations
I agree completely. I would have been happy to pay the money for the piers had we needed them but paying extra for an overengineered block is money I could better spend elsewhere.
Very reassuring because my area has a bit of rock
We have no rock, we have no easements (actually they are a good 10mts away from our block)
Our excavation is $47880
Concrete peering are $2045
Services are $3487 (drainage)
Our sales person gave us an estimate for around $5000, but that was that the extreme level, hence why when we have seen the cost double we wanted to question it and get some more advice.
Having found others in our estate building with PD and having site costs no more then $4000 made us question???
This is our 1st soil test report, and they are currently building our road hence the loose soil at the front of our block from the road.
Lets hope that our 2nd site survey makes more sense. Or if there was any other difference…..
But now hearing other stories at least we know this cost maybe just ok.....
You have all been so helpful!!!
Our excavation is $47880
Our excavation is $47880
Nah i'd say they're getting the apprentice to do it with a trowel, should pay his wages for the year or so...
Think lexie probably meant $4780 as that would total it to around the 10k figure being talked about.
our site costs were $3000, the contract allowed for about $5500 and Bbank credited us the remaing amount. Didn't realise how lucky we were looking at some of these other numbers.
Wow, that's pretty amazing!
It's hard to say, I'm scared of hitting rock so I have fixed site costs just in case ..
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