Page 61 - Industrial Process Plant Construction Estimating and Man Hour Analysis
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32  Industrial Process Plant Construction Estimating and Man-Hour Analysis


            2.4 Schedule B—Diesel power plant piping

            Standard labor estimating units
               Facility—diesel power plant  Large bore piping  Small bore piping
                                          Unit of measure    Unit of measure
                     Description         Man-hours per unit  Man-hours per unit
                                         Diameter inch-feet      MH/LF
            Handle and install pipe, carbon steel, welded joint
            WT<¼0.375 00                       0.05               0.12
            0.406 >¼WT<¼0.500 00               0.06               0.15
                00
            0.562 >¼WT<¼0.688 00               0.07               0.18
                00
            0.718 <¼WT<¼0.938 00               0.10               0.25
                00
                00
            1.031 <¼WT<¼1.219 00               0.12               0.30
                00
            1.250 <¼WT<¼1.312 00               0.15               0.35
            Welding, carbon steel, arc-downhill
            WT<¼0.375 00                      0.35                0.80
            0.406 >¼WT<¼0.500 00              0.40                1.00
                00
            0.562 >¼WT<¼0.688 00              0.85                1.90
                00
            0.718 >¼WT<¼0.938 (PWHT)          1.15                2.40
                00
                             00
            1.031 >¼WT<¼1.218 (PWHT)          1.40                2.90
                00
                             00
            1.250 <¼WT<¼1.312 (PWHT)          1.50                3.00
                             00
                00
            SOL, TOL, WOL                    2 BW                 0.00
            Stub in                         1.5 BW                0.00
            Socket weld                       0.65
            PWHT craft support labor          0.45                1.00
            Bolt up of flanged joints by weight class
            150#/300# Bolt up                 0.45                0.90
            600#/900# Bolt up                 0.55                1.20
            1500# Bolt up                     0.65                1.60
            Handle valves by weight class
            150# and 300# manual valve        0.35                0.80
            600# and 900# manual valve        0.60                1.30
            Heavier manual valve>¼1500#       0.90                1.80
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