ale Rosewarne
Member
I have a issue with a client not wanting to pay final invoice for a weird job.
he now wants to get other quotes in after the fact of being quoted for 5 units at 1k per unit labour and materials (this was vocally agreed not on paper), and the job being supplied and fulfilled.
The job spec was to back engineer a CrossFit climbing frame from an image supplied.
specs where for it to have a 4.8m rope climbing height. and a round pole 5 ft of the ground for vaulting over.
I designed it for him on CAD, got the go ahead.
got a timber order up for him to pay for. 2k
then supplied a labour bill at the end for 3k
So the actual construction was 6M 9x3s with a halving joint at the top. and a round notch to to take the vaulting pole also set a 15 degrees x20
a 6 inch 1.8m round post at the top with its cheeks notched out at 15 degrees to sit in the A-Frame. x5
6x2 at 3.6 to brace the a frame x10
and 3.6m 4 inch round post screw to sit the notch
Each frame was pre-assembled and bolted then dismantled labled and resembled on the site.
My question is I think at this scale and work load is 1 k per unit unreasonable.
I can't seem to attach a image never used site before only images from a url
all I can do I supply my instagram which has a image of the said frames
https://www.instagram.com/arc_carpentry_and_design/?igshid=OGQ5ZDc2ODk2ZA==
he now wants to get other quotes in after the fact of being quoted for 5 units at 1k per unit labour and materials (this was vocally agreed not on paper), and the job being supplied and fulfilled.
The job spec was to back engineer a CrossFit climbing frame from an image supplied.
specs where for it to have a 4.8m rope climbing height. and a round pole 5 ft of the ground for vaulting over.
I designed it for him on CAD, got the go ahead.
got a timber order up for him to pay for. 2k
then supplied a labour bill at the end for 3k
So the actual construction was 6M 9x3s with a halving joint at the top. and a round notch to to take the vaulting pole also set a 15 degrees x20
a 6 inch 1.8m round post at the top with its cheeks notched out at 15 degrees to sit in the A-Frame. x5
6x2 at 3.6 to brace the a frame x10
and 3.6m 4 inch round post screw to sit the notch
Each frame was pre-assembled and bolted then dismantled labled and resembled on the site.
My question is I think at this scale and work load is 1 k per unit unreasonable.
I can't seem to attach a image never used site before only images from a url
all I can do I supply my instagram which has a image of the said frames
https://www.instagram.com/arc_carpentry_and_design/?igshid=OGQ5ZDc2ODk2ZA==