Hi arcachon
Why have they quoted for piers if it is a class "s" slab or is that for angle of repose issues e.g. building near a easement.
Browse Forums General Discussion Re: Excessive site costs? 122Aug 23, 2016 6:44 pm Soil Test came back saying S Class with piers recommended based on the assumption of an equal parts cut/fill due to the site slope. With the shape and positioning of the house I'd say about 2/3 of the slab will be on the fill section. Re: Excessive site costs? 127Feb 15, 2017 11:49 am Province estate highton geelong, first third of the estate, all blocks had metre high retaining walls in front of blocks, this land is all sloping and these blocks sold for 25_40 thousand more than the rest of the estate, all sold quickly and had custom homes built on which appear to be the cream of the estate, educated buyers whom knew costs do come into pricing, and of course, market pricings comes into it. The stone retaining walls seemed to make buyers willing to pay more. 1 16646 Henley should give you some indication of site costs. Too many variable to give you any reasonable accuracy 1 2375 Looking to tile the facade pillars rather than rendering. Builder is quoting 2500$ laying cost for upto 10msq. The 2 pillars come to be 16msq. So laying costs are 5000$… 0 8704 |