Productivity and Norms

Member for

21 years 1 month

Hi,

I will do so for my own project

Excavation - m3 / mday or m3 /eqpt

Bored pile - lm / mday

Pilecap - No./mday (not sure)

Raft Slab - m3 / mday or m3 /eqpt

Ground beam - m3 / mday or m3 /eqpt

Column - m3 / mday or m3 /eqpt

Slab - m3 / mday or m3 /eqpt

As most the building related work is related to concrete, we usually calculate using m3 / mday. If needed, m3 / eqpt to show the needs for concrete pumps, vibrators.

Will not split into rebar, formwork. Calculate these together in its entirety. Do take note of the 72 hours allowance for formwork stripping if needed.