Page 21 - Estimator's Piping Man-Hour Manual 5E
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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