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CLOSED CM AOR1C ORDBRS FSFORT <br />Total Utility Maintenance Management System <br />O1/02/1997 Page 1 <br />-===ec=eee=e=as=ccmx=ec_e=�=e=cccv===veeev=:=zes�s�==e�evv=eco====ee==ese�ssvcv= <br />Date Range :O1/09/1989 - 12/3'1/1996 <br />CM Work Order Range :1001091070001 - UT2600-02- Pattern :7101236730184 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />____________________________________________�-----------_� --------------------- <br />----------- ---------------------- <br />CM WORK ORDER ID: 7101236730184 Title: REPAIR 914 � BROADWAY <br />«DUPLICATE PRINTZNG OF THIS WORK ORDER» <br />Item ID: -- <br />Location ID: -- <br />Proqram 710 Function 123 Activity 673 <br />Date Completed: 12/18/1996 <br />Overall Craft: <br />issued: 12/12/1996 <br />out of Service? NO <br />Meter Readinq: <br />Downtime: 0 hours <br />Status: HN <br />Labor: <br />Craft ID Name <br />Issued by: HDA Assigned to: AGA <br />Priority: Travel Time: 0.00 Hr. <br />HEO AAL ARNOLD, ARTHUR L <br />SUpl AGA AEiLES, GREGORY A. <br />DL HJT HOUSTON, JOSHUA T. <br />EO MJL2 MITCHELL, JEFFREY L. <br />UL NCR NIETHAMER, CHARLES R. <br />EO SR SIERRA, RAMON (NMI) <br />liaterials: <br />ID <br />BRIC00061156 <br />CEME00061438 <br />COUP44300147 <br />COUP46300047 <br />ELIA44303447 <br />ELIA46302247 <br />ELL046302347 <br />PIPE44304247 <br />PIPE46304347 <br />PIPE46304347 <br />Vehiclea: <br />ID <br />V0010 <br />V2230 <br />V3507 <br />Description <br />------------�----------------- <br />BRICK CONCRETE 2" X 4" X 8" <br />CEMENT 20 MIN. SET 50 LS. BAG <br />COUPLING 6" CONC X 6" Cl/PL <br />COUPLING 8" CONC X 8" Cl/PL <br />ELL 6" 45 DEG SP X GASKETED <br />ELL 8" 22 1/2 DEG SP X GASKET <br />ELL 8" 45 DEG SP X GASKETED <br />PIPE 6" PVC SEWER <br />PIPE 8" PVC SEWER <br />PIPE 8" PVC SEWER <br />Description <br />'92 GMC S10 PU <br />91 FORD F800 DUMP 5 YARD <br />88 CASE BACKHOE 4X4 <br />Planned Hrs Actual Hrs <br />Cost <br />0.00 20.00 392.60 <br />0.00 5.00 109.55 <br />0.00 8.00 64.00 <br />0.00 20.00 380.20 <br />0.00 12.00 181.32 <br />0.00 20.00 377.40 <br />Total Labor Cost: <br />Date <br />12/17/1996 <br />12/17/1996 <br />12/17/1996 <br />12/16/1996 <br />12/17/1996 <br />12/16/1996 <br />12/16/1996 <br />12/17/1996 <br />12/16/1996 <br />12/17/1996 <br /># Used <br />7 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 <br />78 <br />7 <br />Total Material Cost: <br />Hours Cost <br />-- ------ ---------- <br />5.00 28.50 <br />20.00 228.00 <br />20.00 85G.00 <br />1505.07 <br />Cost <br />2.03 <br />11.86 <br />6.39 <br />9.67 <br />9.48 <br />31.46 <br />30.08 <br />2.56 <br />170.04 <br />15 <br />� 288.83 <br />:.: M <br />':,;"� <br />`i� <br />