I dont know guys. I kinda threw those numbers together to give you a ball park but they are pritty damn close.
Full size brick cost $0.72 each. Each thin brick is half the cost which is $0.36.
There are approximatly 5.5 brick per sq ft.
My guy can very easily cut 2 sides off every brick in one pallet in a day (430 brick per pallet). That equals 860 thin brick ( 156 sq ft) at a labor of $120 per 8 hour day.
$0.36 x 5.5 = $1.98 material / sq ft
$120 labor / 156 sq ft. = $0.77 labor/sq ft
Total = $1.98 + $0.77 = $2.75 / sq ft
Actual thin brick at my local yard cost $7.37/sq ft.
Tscarborough: If my math is off, which it might be, please let me know where. Also, I always price my jobs at the going rate of the thin brick. Not at my cost.
Please don't take offense to this, as that's certainly not my intention, but I see quite a few issues with the way you're figuring this. The biggest problem IMO is that your figuring this using the best possible case scenario, not the average or mean.
- I take it the guy cutting gets paid $15 an hour. Probably low for a guy that will cut for 8 hours a day w/o quitting, but that's no the issue. If you figure in approx. 50%+ that it costs to have the employee, he's making less than $10 an hour. If you work any kind of OT, he's down below min. wage.
- You're not figuring any overhead, especially the saw and expensive diamond blade that you're burning up. Much less the truck that hauls the saw there, the shop it's stored in, etc.....
- 840 brick a day seams, from my personal experience, a bit aggressive. I'm sure it can be done, but not with hard Kings.
- Your math doesn't account for cutting any corners, which take at least 4 times longer than a flat, and you can only get one per brick. Not sure about you, but I've done thin brick jobs that only used corners, but never one that only used flats & no corners. A more typical job would likely have 15-20% corners, adding alot more cutting time.
- Most importantly, you're not figuring in any profit in the cutting. I understand that you said you estimate the manu. cost in the bid rather than you're actual, but I just don't want someone reading this to get the wrong idea.