Hi,
Need some assistance in buildig up the as built productivity.
I was thinking of classifying under such category as below
Excavation
Bored pile
Pilecap
Raft Slab
Ground beam
Column
Slab
Any idea what unit should I use if I were to build this in relation to resource usage as well. Should I use qty/day, or manday/qty or any other suitable unit ?
Any idea to improve on these? Or should I split further into rebar, formwork, etc
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.