Page 196 - Industrial Process Plant Construction Estimating and Man Hour Analysis
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172   Industrial process plant construction estimating and man-hour analysis


            8.36.2 Slide plates, hopper platform, support steel access sheet 2

                      Description                MH            Unit
                      Set precipitator slide plates
                       Set slide plates          4.00          Ea.
                      Erect hopper platform
                       Erect platform steel      0.10          SF
                       Erect grating             0.15          SF
                       Erect handrail/toe plate  0.25          LF
                      Install support steel access
                       Erect platform steel      0.29          SF
                       Erect grating             0.24          SF
                       Erect handrail/toe plate  0.36          LF
                       Stairs                    0.85          LF
                       Ladder                    0.30          LF




            8.36.3 Penthouse, casing, hoppers, weld casing, frames/beams
            sheet 3

            Description                                       MH        Unit
            Preassemble penthouse
              Place and fit penthouse roof and side frame sections  2.50  Ton
              Weld penthouse roof sections and sides/ends     2.15      LF
            Erect casing
              Rig and place side and partition frame casing   40.00     Ea.
              Attach temporary guy lines to casing/turn buckles  6.67   Ea.
            Set hoppers
              Rig and place hoppers on support steel          1.50      Ton
              Field bolt list                                 0.15      EA
            Plumb, square, weld casing
                                                              360.00    Job
              Weld side frame and partition sections—3/8 square butt weld  0.75  LF
                                            00
              Weld side wall casing corners                   0.35      LF
              Weld outside side wall casing 2–10              0.35      LF
              Bevel beams 1/2 thick   12 00                   2.50      Ea.
                         00
              Place and fit beams                             10.00     Ea.
              Full penetration field weld 1/2 double bevel    16.00     Ea.
                                   00
              Field bolts                                     300.00    Lot
            Install top-end frames and intermediate roof beams
              Place and fit top-end frames/roof beams         40.00     Ton
              Field bolts                                     0.20      Ea.
              Seal weld around bolts/field weld 1/4 fillet    0.35      LF
                                       00
              Full penetration field weld 1/2 double bevel    16.00     Ea.
                                   00
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