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York wrote:$40k is a good price pal. 50x60 is like 2 houses in one. you should consider from those masons or contractors the price to plaster and install the door frames and windows (steel) / plaster window pockets for sliding type. the cost for plastering should be same as that to block up.
so for that size $80k is a good price.
GRIM wrote:wtk the cost (labour and material) per sq. foot for terrazzo floor.
The Raven wrote:York wrote:$40k is a good price pal. 50x60 is like 2 houses in one. you should consider from those masons or contractors the price to plaster and install the door frames and windows (steel) / plaster window pockets for sliding type. the cost for plastering should be same as that to block up.
so for that size $80k is a good price.
York,
thanks for the feed back. I just wanted to know that i was not being rob. So its a good price for the block up for the up stairs? thats just blocking up and not plastering. Its with ring beam...I feel much more comfortable now if thats the average price.
Thanks.
skipping the pleasantries...my point was that aluminum material is very expensive. Are those walls, single or double sheeted? do they match the width of aluminium door frames? otherwise how are the doors installed? where are the sheets and framing sold?quietdevil wrote:York wrote:I don't play with Lego but if you do, it's not helping your comprehension skills. A simple question was asked.
You said you used it so just wanted a little more details as to the framing material and economical use of the board. Does the framing material have to be used in the top and everywhere the board is joined?
Sorry did not realise my comprehension skills match your construction skills.
Any joints need to be reinforced with internal framing. also you place intermediate framing depending on the thickness of the board. I used 3/8" sheets and reinforced at 4' centres. Its just like doing a gypsum ceiling except the board is more rigid. I then had the gypsum guys mud and sand the wall. Cheaper than sand/cement render and smoother finish. Price the board and framing labour is 1/2 based on experience. you can only put up so many blocks to build a wall to prevent the lowest row from moving. you don't have that limitation with the concrete board. take a walk through any new private housing development doing townhouses or duplexes for sale and you will see the finished product.
York wrote:GRIM wrote:wtk the cost (labour and material) per sq. foot for terrazzo floor.
might be $25 -$30 per sq ft.
Porcelain tiles may be equal or less than terrazzo but you need to have the floor plastered / screeded flat and the tile men have to be really good. Screeding not necessary for terrazzo.
subie_2NR wrote:My house is 32x40 upstairs and downstairs it cost $55k to block up to ring beam and I was given a rough estimate of $40k to plaster. This is labor alone.
That $200k is a lot even if it's with material I think it shouldn't cross $150 given that size
subie_2NR wrote:My house is 32x40 upstairs and downstairs it cost $55k to block up to ring beam and I was given a rough estimate of $40k to plaster. This is labor alone.
That $200k is a lot even if it's with material I think it shouldn't cross $150 given that size
GRIM wrote:subie_2NR wrote:My house is 32x40 upstairs and downstairs it cost $55k to block up to ring beam and I was given a rough estimate of $40k to plaster. This is labor alone.
That $200k is a lot even if it's with material I think it shouldn't cross $150 given that size
how may blocks was used and how many bags of cement, only for laying of blocks no ring beam.
York wrote:subie_2NR wrote:My house is 32x40 upstairs and downstairs it cost $55k to block up to ring beam and I was given a rough estimate of $40k to plaster. This is labor alone.
That $200k is a lot even if it's with material I think it shouldn't cross $150 given that size
which is what i said, $150-$160k if you supply material and manage labour. $200k is what a "contractor" would charge because he would have to make a profit for taking the risk and managing the labour and material on site. the contractor would be responsible to supply the material as well. it's called a "turn-key" job / contract.
the client benefits from having a fixed price and no overruns, possibly a signed contract as well. all for $40k more. the client can choose...pay the $$ or take the headache. many ppl dont have the technical know-how, neither the time, energy, etc...
subie_2NR wrote:GRIM wrote:subie_2NR wrote:My house is 32x40 upstairs and downstairs it cost $55k to block up to ring beam and I was given a rough estimate of $40k to plaster. This is labor alone.
That $200k is a lot even if it's with material I think it shouldn't cross $150 given that size
how may blocks was used and how many bags of cement, only for laying of blocks no ring beam.
Blocks used was 1 load and 7 pallets which is approx. 5300 blocks can't give you the amount of cement used.
Ted_v2 wrote:quick question, I was given a estimate of 3500$ to weld and fabricate a shed 30x16. Post already planted. guttering needs to be installed with that figure.
that's good? dunno have no idea
subie_2NR wrote:312 in a pallet from Abel to be exact
The Raven wrote:So I guess 40k labour for blocking up and ring beam on a 40x50 is good.
Thanks guys.
The Raven wrote:Ok, good points. I know they are looking yo use the big blocks and fill with concrete and put steel, will verify 4 steel is use. How much stell is used on the ring beam?
York wrote:That's 2 1/4" steel bars laid on the horizontal row of blocks every 3 block height.
NR8 wrote:What do these horizontal bars tie into at the end/corners of the wall?
who sells these locally? might be expensive...Rory Phoulorie wrote:York wrote:That's 2 1/4" steel bars laid on the horizontal row of blocks every 3 block height.
That could work, but what I have seen is that, depending on the skill of the mason, the bars get displaced from their correct position and end up out of the mortar bed. They therefore end up serving no purpose.
I prefer to use Brickforce horizontal reinforcement where there are cross bars which keep the main longitudinal reinforcement in the correct position in the mortar bed.
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