Page 81 - Industrial Process Plant Construction Estimating and Man Hour Analysis
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52  Industrial Process Plant Construction Estimating and Man-Hour Analysis


            2.8 Schedule K—Underground drainage piping for industrial
            plants


            Standard labor estimating units
            Facility—industrial plant (underground drainage piping)
                Description                                Unit of measure
                                                          Man-hours per unit
               Cast iron—lead and mechanical joint           Diameter inch-feet

            Handle and install pipe                                0.03
                                                                  0
            Handle and install fittings                          3  Fitting
                                                                 MH/dia in
            Lead and mechanical joints                             0.20
                                                              Diameter inch-feet
            Cast iron soil—no hub
            Handle and install pipe                               0.025
                                                                  0
            Handle and install fittings                          3  Fitting
                                                                 MH/dia in
            Couplings                                              0.10
            Pipe trench
                                                                  MH/CY
            Trench excavation—backhoe 1 CY bucket                  0.15
            Trench excavation—backhoe 3/4 CY bucket                0.20
            Trench excavation—backhoe 1/2 CY bucket                0.25
            Trench excavation—hand (to 4 deep)                     2.40
                                  0
            Backfill and compaction—loader and compactors          0.60
            Backfill and compaction—hand and compactors            3.40
            Sand bedding and shading with loader                   0.40
            Shoring (place/remove)                                MH/SF
            Laborer                                                5.50
            Carpenter                                              3.00
                                                              Diameter inch-feet
            Vitrified clay pipe                                    0.02
            Make-ons                                               0.08
            Concrete pipe                                         0.018
            Cement poured Jt                                       0.06
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