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CL0�1ED Cli WORR ORDERS REPORT <br />Total IItility Maintenance Management System <br />O1/02/1997 Page 1 <br />________________________________________________________________________________ <br />Date Range :O1/09/1989 - 12/31/1996 <br />CM Work Order RangP :1001091070001 - UT2600-02- Pattern :7101196750972 <br />Item Range :<Blank> - W4d22020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />--------------------------------•--------________________________________________ <br />CM WORK ORDER ID: 710119675�972 Title: REPAIR 3205 LAUREL DR <br />«DUPLICATE PRINTING OF :HIS WORK ORDER» <br />Item ID: WS3095F034 -- WATER SERVICE <br />Location ID: -- <br />Program 710 Function 119 Activity 675 <br />Date Completed: 12/23/1996 <br />Overall Craft: <br />Issued: 12/20/1996 <br />Out of �ervice? NO <br />Meter Reading: <br />Downtime: 0 hours <br />Status: <br />Labor: <br />Craft ID <br />UL CJE <br />UL CSG <br />WST WDT <br />Materials: <br />ID <br />ADAP3400U347 <br />ADAP34000547 <br />ELL034101447 <br />VALV34008348 <br />Name <br />Zssued by: WMW Assigned to: WDT <br />Priority: Travel Time: 0.00 Hr. <br />----------------------- <br />CASE, JAMES E. <br />CAVANAH, SHANE G. <br />WALDEN, DAROLD T. <br />Description <br />---------------------------�-- <br />ADAPTER 3/4" CST X INSTA-TITE� <br />ADAPTER 3/4" MIP X INSTA-TITE@ <br />ELL 3/4'� 90 DEG BRASS <br />VALVE METER 3/4" IACK WING IP@ <br />Planned Hrs Actual Hrs <br />----------- ---------- <br />0.00 2.00 <br />0.00 3.OJ <br />0.00 3.00 <br />Total Labor Cost: <br />Date <br />12/23/1996 <br />12/23/1996 <br />12/23/1996 <br />12/23/1996 <br /># Used <br />1 <br />4 <br />1 <br />2 <br />Total Material Cost: <br />Vehiclas: <br />ID Description Hours Cost <br />------------ ------------------------------ ------ ---------- <br />V2117 91 CHEV 1-TON HYD UNIT 3.00 16.80 <br />Total Vehicle Cost: 16.80 <br />Total cost for work order 71011967509'12: <br />Cost <br />30.62 <br />39.21 <br />61.35 <br />131.18 <br />Cost <br />7.93 <br />33.12 <br />1.35 <br />16.72 <br />--- �9.12 <br />2 0'7 . 10 <br />