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CLOSED CM WORK ORCERS REPORT <br />Total Utility Maintenance ManagemPnt System <br />09/14J1995 Page 2 <br />___________________________________________===______„_=_-____=__________________ <br />Date Range :O1/09/1989 - 09/14/1995 <br />CM Work Order Range :1001091070J01 - UT2608- - Yattern :7101I96730099 <br />Item Range :<Blank> - WW22020001 PaTtern :* <br />Program ALL Function ALL Activity ALL <br />______________________________________________________ <br />------------------------------------- <br />CN. WORK ORDER ID: 7101196730099 ---- <br />(continued) <br />CONC00061338 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP34013447 <br />CORP3�013447 <br />COUP34004047 <br />COUP44027347 <br />ELIA46042447 <br />HYDR44091747 <br />MEGA44J44447 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />PIPE44055147 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />PIPE46055047 <br />CONCRETE MIX 60 LB. BAG <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP J/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />CORP STOP 3/4" CCT X COP @ <br />COUPLING 3/4" 1/8 BEND COPPER@ <br />COUPLING 6"DICI&AC X 6"DICI&AC <br />ELL 8" 45 DEG MJ X MJ DI,CI <br />HYDRANT 3 :./2' BUP.Y MJ <br />MEGALUG 6" SERIES �1106 <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />GRAVEL (FROM STOCK) <br />BLEACH (FROM STOCK) <br />TOP COARSE (ASSOC) <br />BLEACH (FROM STOCK) <br />TOP SOIL 5 YDS (FROM STOCK) <br />TOP SOIL (FROM STOCK) <br />TOP COARSE (ASSOC) <br />DUMP FEE/TOP COARSE (ASSOC) <br />TOP COARSE (FROM STOCK) <br />DUMP FEE/TOP COARSE (ASSOC) <br />8" MJ KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (ASSOC) <br />8" MJ KITS (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />BEAUTY BARK (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />8" MJ KIT (FROM STOCK) <br />6" M,7 KIT (FROM STOCK) <br />TOP COARSE (FROM STOCK) <br />DUNSP FEE (ASSOC) <br />ASPHAHLT (STERLING ASPHALT) <br />5/8 TOP COARSE (FROM STOCK) <br />PIPE 6" TYTON JOINT DI CLASS52 <br />PIPE 8" TYTON JOINT DI <br />P"1'PE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOIN'I' DI <br />PIPE 8" TYTUN JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE 8" TYTON JOINT DI <br />PIPE S" TYTON JOINT DI <br />PZPE 8" TYTON JOINT DI <br />08/17/1995 <br />07/07/1995 <br />07/27/1995 <br />OS/09/1995 <br />08/11/1995 <br />08/17/1995 <br />08/02/1995 <br />OS/04/1995 <br />OS/15/1995 <br />OS/17/1995 <br />08/17/1995 <br />07/Ou/1995 <br />07/07/1995 <br />07/27/1995 <br />07/27/1995 <br />07/31/1995 <br />08/04/1995 <br />08/04/1995 <br />OS/07/1995 <br />08/08/1995 <br />OS/10/1995 <br />08/11J1995 <br />08/11/1995 <br />08/14/1995 <br />OS/14/1995 <br />OS/14/1995 <br />08/15/1995 <br />08/15/1995 <br />OS/16/1995 <br />08/16/1995 <br />08/17/1995 <br />08/17/1995 <br />08/17/1995 <br />08/21/1995 <br />OS/21/1995 <br />08/26/1995 <br />OS/23/1995 <br />08/17/1995 <br />07/06/1995 <br />07/07/1995 <br />07/27/1995 <br />07/31/1995 <br />OS/02/1955 <br />08/04/1995 <br />OS/09/1995 <br />08/11/1995 <br />08/14/1995 <br />10 21.q0 <br />1 A.73 <br />1 8.73 <br />2 17.46 <br />Z 17.46 <br />� 61.11 <br />i 6.66 <br />1 43.85 <br />1 46.20 <br />1 665.54 <br />Z 32.52 <br />1 25.J0 ! <br />1 251.60 <br />1 7d.63 <br />1 1.32 <br />1 80.53 <br />1 �, 1.32 <br />� � 0.00 <br />0 ' 0.00 <br />1 138.63 <br />1 - � 1E.89 <br />1 � 138.75 <br />1 ' 76.04 <br />1 � 25.00 <br />1 138.75 <br />., t <br />„� 1 � 53.41 <br />3 � 75.00 <br />'/. 1 � 138.75 <br />1 � 208.13 : <br />1 39.00 I <br />1 249.75 � <br />2 50.00 �� <br />2 44.00 ; <br />i 208.13 ' <br />1 18.89 � <br />1 192.85 <br />8 60.00 ; <br />3 20.5 ' <br />24 <br />80 <br />2 <br />3 <br />20 <br />16 <br />120 <br />102 <br />140 <br />219.84 <br />732.80 <br />18.32 <br />2?.48 <br />18:5 . 2 0 <br />14G.56 <br />1099.20 <br />934.32 <br />128: .40 <br />