Page 94 - Estimators Piping Man Hour Manual
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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.
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