Page 21 - Estimators Piping Man Hour Manual
P. 21

4  Section  One-SHOP FABRICATION






                            Large O.D. Sizes Carbon Steel Material

                             DIRECT 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        0.222  0.234  0.270  0.285   0.303  0.360  0.376  0.410
           28        0.251  0.264  0.290  0.322   0.352  0,380  0.410  0.440
           30        0.268  0.282  0.307  0.338   0.363  0.403  0.451  0.490
           32        0.286  0.301  0.334  0.364   0.402  0.434  0.469  0.502
           34        0.304  0.320  0.352  0.387   0.427  0.461  0.502  0.534
           36        0.336  0.354  0.386  0.421   0.453  0.503  0.563  0.610
           38        0.353  0.372  0.407  0.445   0.479  0.532  0.593  0.642
           40        0.372  0.392  0.428  0.468   0.504  0.560  0.624  0.676
           42        0.405  0.426  0.464  0.506   0.543  0.603  0.675
           44        0.422  0.444  0.484  0.528   0.568  0.634  0.708   ...
           46        0.442  0.465  0.506  0.552   0.593  0.662  0.741   ..
           48        0.473  0.498  0.543  0.592   0.633  0.703  0.780   „
           54        0.542  0.570  0.621  0.677   0.723  0.803  0.891   ..
           60        0.610  0.642  0.700  0.763   0.813  0.902  1.001
                     2.50   2.75    3.00   3.25   3.50   3.75   4.00    4.25
           26        0.446  0.514  0.570  0.640  0.720   0.808  0.900  0.993
           28        0.453  0.521  0.580  0.650   0.726  0.819  0.910  1.000
           30        0.505  0.530  0.588  0.658   0.734  0.830  0.927  1.020
           32        0.517  0.543  0.595  0.670   0.740  0.842  0.940  1.041
           34        0.550  0.578  0.607  0.690   0.750  0.860  0.954  1.073
           36        0.628  0.659  0.692  0.734   0.778  0.877  0.970  1.105
                     4.50   4.75    5.00   5.25   5.50   5.75   6.00  ,
           26        1.100  1.194  1.305  1.410   1.520  1.630  1.751
           28        1.120  1.244  1.370  1.453   1.570  1.695  1.810
           30        1.135  1.299  1.440  1.480   1.600  1.765  1.880
           32        1.170  1.359  1.480  1.520   1.660  1.830  1.960
           34        1.204  1.400  1.520  1.570   1.690  1.855  1.995
           36        1.233  1.480  1.560  1.600   1.740  1.895  2.100
                -  I
         Man hours  include  unloading pipe  from  railroad cars  or trucks  and placing  in shop storage,
     procuring  necessary pipe and materials  to fabricate  spool  piece,  transporting necessary  ma-
      terials  to point  of  fabrication  and the transporting of  finished  work  to temporary storage.

         Units  apply  to any length  spool piece or  segment  of  work.
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