enzo.nat
Guest
good morning, I have the need to preventive carpentry work: plates cut and welded and painted by sp. 15-40, welded supports; tubular structures (mounting operations) from 50x50x4 fine to 150x150x8 from 1x1mt to 6x6mt all certified. I wanted to know is always worth the speech of a basic price and/kg or should we also make a calculation at working hours? the assembly of the mounted structures should be calculated at hours?
I thank you for your kind answer.
I thank you for your kind answer.