Our client is looking to let an option A contact for concrete frame with reinforcement to be re-measured
Should values current values for reinforcement be within activity schedule?
Would the reinforcement quantities allowed be provisional (currently based on engineers estimates kgs/m3)?
Once schedules are issued this will possible lead to either a negative or positive CE, if negative would you be entitled to loss of profit?
.
Should values current values for reinforcement be within activity schedule?
Would the reinforcement quantities allowed be provisional (currently based on engineers estimates kgs/m3)?
Once schedules are issued this will possible lead to either a negative or positive CE, if negative would you be entitled to loss of profit?
.