Page 84 - Industrial Process Plant Construction Estimating and Man Hour Analysis

Process piping Chapter 2 55

2.9 Schedule G—Simple foundations for industrial plants

Standard labor estimating units
Facility—industrial plant (simple foundation)

MH/DIA
MH/CY MH/SF MH/LF MH/LB IN FT
Structure excavation—backhoe 0.20
Structure excavation—hand 2.80
Structure backfill and compact— 0.60
loader and wacker
Structure backfill and compact— 3.00
hand
Edge forms—slabs and 0.10
foundations
Fabricate, install, strip foundation 0.30
forms—one use
Fabricate, install, strip pedestal 0.25
forms—one use
Fabricate, install, strip wall 0.20
forms—one use
Fabricate and install reinforcing 0.03
steel
Layout templets and set anchor 0.25
bolts
Set embedded steel—crub angle, 0.04
etc.
Place concrete—from truck 0.80
below grade
Place concrete—slabs at grade 1.00
Place concrete—pedestals and 2.00
walls
Finish flate concrete 0.12
Patch and sack concrete 0.05
Install mesh 0.02