Page 95 - Estimator's Piping Man-Hour Manual 5E
P. 95

78   Section Two-FIELD FABRICATION

                 HANDLING AND ERECTING LARGE O.D.
                             STRAIGHT RUN PIPE


                                   Carbon Steel Material

                                NET MAN HOURS PER FOOT
        O.D.                       WALL THICKNESS IN INCHES
        Pipe     .500
        Inches   or less   .750   1.00   1.25    1.50    1.75   2.00    2.25
         26      1.18    1.24    1.45    1.54    1.61    1.94   2.03    2.17
         28      1.33    1.40    1.54    1.71    1.87   2.01     2.17   2.33
         30      1.42    1.49    1.63    1.79    1.92   2.14    2.39    2.60
         32      1.52    1.60    1.77    1.93   2.13    2.30    2.49    2,66
         34      1.61    1.70    1.87    2.05    2.26   2.44     2.66   2.83
         36      1.78    1.88    2.05    2.23   2.40    2.67    2.98    3.23
         38      1.88    1.98    2.16   2.35     2.53    2.82   3.15    3.41
         40      1.98    2.09    2.28   2.48    2.67    2.97    3.31    3.59
         42      2.15    2.26    2.46   2.68     2.88   3.20    3.58
         44      2.25    2.37    2.58   2.81    3.02    3.35    3.75     ..
         46      2.36    2.47    2.70   2.93     3.16   3.51     3.92    ...
         48      2.51    2.64    2.88   3.14    3.35    3.73     4.13    -.
         54      2.87    3.02    3.29   3.59    3.83    4.26    4.72     „
         60      3.23    3.40    3.71    4.04   4.31     4.78    5.31
                 2.50    2.75    3.00    3.25    3.50    3.75    4.00   4,25
         26      2.41    2.78    3.08    3.49    3.92    4.40   4.91    5.41
         28      2.47    2.84    3.16    3.54    3.96   4.46    4.96     5.45
         30      2.68    2.89    3.21   3.59    4.00    4.52    5.05     5.56
         32      2.74    2.93    3.24   3.65    4.06    4.60    5.12     5.67
         34      2.92    3.06    3.31    3.73    4.11   4.69     5.20    5.79
         36      3.33    3.49    3.67   3.89    4.20    4.74     5.29    5.97
                 4.50    4.75    5.00    5.25    5.50    5.75    6.00
         26      5.94    6.54    7.15    7.73    8.33   8.93     9.60
         28      6.05    6.72    7.40    7.85    8.48    9.07    9.68
         30      6.12    7.01    7.63    7.99    8.64    9.35    9.96
         32      6.20    7.20    7.84   8.06     8.80   9.70    10.39
         34      6.38    7.42    8.06    8.32    8.96    9.83   10.57
         36      6.53    7.84    8.27   8.48     9.22   10.04   11.13
      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.
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