Hi
Can anybody please advise the method of measurement for the final account on a re-measurable marine contract. We constructed the works within tolerance but now the Clients representative do not agree with our measurement (revetment layer thickness).
Dear PEinc and eea
Thank you for your responses. My Challenge is a bit bigger than the examples shown in the attachment, the capping beam top level is +4.00cd and the bottom is 0.00cd. Any suggestions?
Regards