Page 94 - Estimators Piping Man Hour Manual
P. 94
Section Two-FIELD FABRICATION 77
HANDLING AND ERECTING HEAVY
WALL STRAIGHT RUN PIPE
Carbon Steel Material
NET MAN HOURS PER FOOT
Nominal WALL THICKNESS IN INCHES
Pipe
Size .750 1.00 1.25 1.50 1.75 2.00 2.25 2.50
3" or less 0.36 0.43 .. ., "" .. ..
4 0.40 0.48 0.56 0.65 - -
5 0.54 0.65 0.76 0.87 0.98 - ..
6 ., 0.60 0.71 0.81 1.09 1.19 1.30 ...
8 .. 0.71 0.80 0.95 1.10 1.25 1.40 1.57
10 .. - 0.95 1.00 1.18 1.36 1.54 1.72
12 ... -- .. 1.17 1.34 1.51 1.69 1.86
14 _, „ .. 1.35 1.50 1.66 1.81 1,97
16 .. „ .. .. 1.56 1.73 1.89 2.07
18 .. .. .. „ 1.78 1.96 2.1.5
20 „, - .. .. 1.80 1.98 2.22
22 „ .. „ - „ .. „ 2.28
24 -- -- - .. -- -- -- 2.33
2,75 3.00 3.25 3.50 3.75 4.00 4.25 4.50
10 1,98 2.24 _„ .. .. „ ..
12 2,14 2.42 2.73 3.09 - - ,. .,
14 2,26 2.56 2.89 3.27 3.67 4.07 „
16 2.38 2.69 3.04 3.43 3.84 4.26 ..
18 2.47 2.79 3.16 3.57 3.99 4.43 „
20 2.55 2.89 3.27 3.69 4.13 4.59 5.09 5.60
22 2.62 2.96 3.34 3.78 4.23 4.70 5.21 5.73
24 2,71 3.06 3.46 3.91 4.37 4.86 5.39 5.92
4.75 5.00 5.25 5.50 5.75 6.00
20 6.16 6.71 7.25 7.55 8.38 8.97
22 6.31 6.88 7.43 8.02 8.58 9.18
24 6.52 7.10 7.67 8.29 8.87 9.49
Man hours include all labor for unloading and storing in yard, loading and hauling to erection site, and rigging and
aligning in place.
Man hours do not include welding, bolt-ups, make-ons or scaffolding. See respective tables for these items.