Page 79 - Industrial Process Plant Construction Estimating and Man Hour Analysis
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50  Industrial Process Plant Construction Estimating and Man-Hour Analysis


            2.7.3 Cut and prep weld joint
            Facility—Industrial plant

            Man-hours per joint
                                      Wall thickness in inches
              Pipe
              size  0.375 or less 0.406 –0.500 00  0.562 –0.688 00  0.718 –0.938 00  1.031 –1.219  00
                       00
                                   00
                                                          00
                                                                     00
                                              00
              0.5      0.00       0.00        0.00       0.00        0.00
              0.75     0.00       0.00        0.00       0.00        0.00
               1       0.00       0.00        0.00       0.00        0.00
              1.5      0.00       0.00        0.00       0.00        0.00
               2       0.00       0.00        0.00       0.00        0.00
              2.5      0.38       0.45        0.50       0.58        0.68
               3       0.45       0.54        0.60       0.69        0.81
               4       0.60       0.72        0.80       0.92        1.08
               6       0.90       1.08        1.20       1.38        1.62
               8       1.20       1.44        1.60       1.84        2.16
              10       1.50       1.80        2.00       2.30        2.70
              12       1.80       2.16        2.40       2.76        3.24
              14       2.10       2.52        2.80       3.22        3.78
              16       2.40       2.88        3.20       3.68        4.32
              18       2.70       3.24        3.60       4.14        4.86
              20       3.00       3.60        4.00       4.60        5.40
              24       3.60       4.32        4.80       5.52        6.48




            2.7.4 PVC piping
            Facility—Industrial plant


                     Handle pipe  Solvent joint  Valve handling  Bolt up MH/joint
              Pipe
              size     MH/LF      MH/joint  150#/300#  C.V./SP.  150#/300#
              0.5       0.12        0.35       0.40     0.80       1.00
              0.75      0.12        0.35       0.40     0.80       1.00
               1        0.12        0.35       0.40     0.80       1.00
              1.5       0.12        0.35       0.40     0.80       1.00
               2        0.12        0.35       0.40     0.80       1.00
              2.5       1.88        0.38       0.63     1.25       1.00
               3        2.25        0.45       0.75     1.50       1.20
               4        3.00        0.60       1.00     2.00       1.60
               6        4.50        0.90       1.50     3.00       2.40
               8        6.00        1.20       2.00     4.00       3.20
               10       7.50        1.50       2.50     5.00       4.00
               12       9.00        1.80       3.00     6.00       4.80
            Erect pipe man-hours include all labor to unload, store in lay down, haul, rig, and align in place.
            Solvent joints include cut, square, ream, fit up, and make joint.
            Handle valves—man-hours include field handling and erection of valves.
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