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CIASED Qi WORR ORDER.S REPORT <br />Total Utility Maintenance Management System <br />08/23/1996 Paqe 1 <br />Date Range :01/09/1989 - 08/22/1996 + <br />CM Work Order Range :1001091070001 - UT1002- - Pattern :7101236710071 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />CM WORK ORDER ID: 7101236710071 Title: INSTALL 6610 - WILLOW �H <br />«DUPLICATE PRINTING OF THIS WORK ORDER» <br />Item ID: -- <br />Location ID: -- <br />Program 710 Function 123 Activity 671 <br />Date Completed: OS/05/1996 <br />Overall Craft: <br />Issued: 07/31/1996 <br />Out of Service? NO <br />Meter Reading: <br />Downtime: 0 hours <br />Status: HN <br />Labor: <br />Craft ID <br />HEO ?,AL <br />SUP1 AGA <br />UL HDN <br />EO MJL2 <br />UL WTE <br />1laterials: <br />ID <br />COUP42300247 <br />COUP46300047 <br />PIPE42304147 <br />PIPE46304347 <br />Vehicles: <br />ID <br />V2086 <br />V2152 <br />V3507 <br />V6807 <br />VJ0004 <br />Name <br />Issued by: HDA Assigned to: <br />Priority: Travel Time: 0.00 Hr. <br />.�RNOLD, ARTHUR L <br />AEiLES, GREGORY A. <br />HARRIS, DANIEL N. <br />MITCHELL, JEFFREY L. <br />WESTVANG, TERRY E. <br />Description <br />COUPLING 4" <br />COUPLING 8" <br />PIPE 4" PVC <br />PIPE 8" PVC <br />Description <br />CONC X 4" Cl/PL <br />CONC X 8" Cl/PL <br />SEWER <br />SEWER <br />91 DODGE PU 1/2 TON <br />87 DODGE W/HOIST <br />SS CASE BACKHOE 4X4 <br />89 COMPRESSOR IR <br />'95 CHEV 1-TON <br />Work Description: <br />------------------- <br />Planned Hrs Actual Hrs <br />0.00 8.00 <br />0.00 1.80 <br />0.00 8.00 <br />0.00 8.00 <br />0.00 8.00 <br />Total Labor Cost: <br />Date <br />08/O5/1996 <br />OS/05/1996 <br />08/05/1996 <br />OS/05/1996 <br />Total Material Cost: <br />Hours Cost <br />-------- ------ ---------- <br />8.00 44.80 <br />8.00 40.80 <br />8.00 342.40 <br />8.00 39.20 <br />8.00 48.80 <br />Total Vehicle Cost: 516.00 <br />Cost <br />157.04 <br />39.44 <br />122.48 <br />152.08 <br />122.48 <br />593.52 <br />Cost <br />2.96 <br />19.22 <br />0.69 <br />2.29 <br />25.16 <br />