Page 23 - Industrial Process Plant Construction Estimating and Man Hour Analysis
P. 23

xxxviii Introduction


               The unit-quantity model is given by
                                          X
                                    MH t ¼   n i MH i Þ
                                               ð
            where
               MH t ¼man-hours for equipment and piping field installation
               n i ¼task takeoff quantity i, in dimensional units
               MH i ¼unit equipment/piping man-hour associated with n i
               i¼Task 1, 2, m from quantity takeoff associated w/ field equipment/piping
               The n i quantity is the takeoff for the field scope of work.
               MH i unit man-hours are determined from piping and major equipment man-
            hour tables.
               The unit man-hours were determined from historical data, and they
            correspond to the labor productivity necessary to install piping and equipment
            in an industrial construction facility.
               The unit-quantity method allows a final cross-check of actual man-hours to
            estimated man-hours.
               Factor:
                                                 ðÞ
                                            ð
                                    MH t ¼ n i MH i Þ f u
            where f u ¼factor percent for productivity loss and alloy weld factor; u ¼ 1, 2,
            …,p (Table 8).



              TABLE 8 Illustration of unit-quantity method
              Coal-fired power plant and over fire duct work installation
              Estimate—over fire duct work
                                                       Man-hour   Total MH
              Scope of work—quantity takeoff  Quantity n i  MH i  MH t
              Over fire air duct
              Transition duct section    20.0    Ton   32.0       640.0
              Bolted connection-duct transition  200.00  EA  0.26  52.0
              to ID fan
              Duct sections              8.0     Ton   32.0       256.0
              Duct elbow                 8.0     Ton   32.0       256.0
              Field Joint-weld flange    8.0     LF    0.4        2.8
              Bolted connection-duct sections  12.00  EA  0.26    3.1
              Expansion joint            12.0    Ton   40.0       480.0
              Duct support               6.0     Ton   40.0       240.0
              Man-hour total                                      1930
   18   19   20   21   22   23   24   25   26   27   28