Page 95 - Estimators Piping Man Hour Manual
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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