Hi,
Can I have advice on the impact to installation for increase in rebar density? Can I argue that it will increase in construction time?
Also kindly advice if I can use productivity of rebar which is tonnes/day to fight for EOT if the overall weight of rebar increase?
Seem like I can ask for more time if I use productivity of rebar tonnes/day as measure of time impact on schedule rather than rebar density. Although I feel it sound unconvincing
Please let me know your opinon on this issue
Br
TII WS