Laserfiche WebLink
t <br />� <br />CLOBBD Cll 1fORIC ORD8R8 REPORT <br />Total Utility Maintenance Manaqement System <br />09/15/1995 Paqe 1 <br />szsxvs�ssasssa:a�sae�e-vma=xaevass::s¢cxaaseamxcc=ca�-c=cexassa:as:saeevv�m=c�ec <br />Date Ranqe :01/09/1989 - 09/14/1995 <br />CM Work Order Ranqe :1001091070001 - UT2608- - Pattern :71012367��058 <br />Item Ranqe :<Blank> - WW22020001 Pattern :* <br />Proqram ALL Function ALL Activity ALL <br />a:s�sss����s�s�ss�ssssaxc:ssa:smsvaxasxmasavsavoaaesesmcsvasasxs=ssxvicesevcvc-ss <br />CM WORK ORDER ID: 7101236730058 Title: REPAIR 1040 GRANDVIEW AVE� <br />«DUPLICATE PRINTING OF THIS WORK ORDER» <br />Item ID: DDL3195B05 -- DRAIN LINE <br />Location ID: <br />Proqram 710 Function 123 Activity 673 <br />Date Completed: OS/26/1995 <br />Overall Craft: <br />Issued: 07/27/1995 <br />out of Servica? No <br />Meter Readinq: <br />Downtime: 0 hours <br />Status: HL <br />Labort <br />Craft ID <br />HEO AAL <br />UL GCR <br />HEO LMA <br />UL NCR <br />EO SR <br />Name <br />Issued by: HDA Assiqned to: <br />Priority: Travel Time: 0.0o Hr. <br />ARNOLD, ARTHUR L <br />GREN2NER� CHRIS R. <br />LIBBING, MAURICE A. <br />NIETHAMER, CHARI.ES R. <br />SIERRA, RAMON (NMI) <br />Planned Hrs <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Actual Hrs <br />8.00 <br />4.00 <br />4.00 <br />8.00 <br />8.00 <br />Total Labor Cost: <br />Mat�rialas Date N Used <br />Ip Description <br />-------- ___-__ <br />COUP44301147 COUPLING 6" X 6" Cl/PL 08/03/1995 1 <br />N/A C.D.F. (ASSOC) O8/07/1995 1 <br />PIPE44304247 PIPE 6" PVC SEWER 08/03/1995 1 <br />v�hicl�s: <br />ID <br />V2138 <br />V2231 <br />VH0002 <br />Description <br />86 CHEV 1-TON <br />90 FORD DUMP 5-YARD <br />1993 VACTOR <br />Total Material Cost: <br />Hours <br />----------- <br />4.00 <br />8.00 <br />4.00 <br />Total Vehicle Cost: <br />Total cost for work order 7101236730058: <br />Cost <br />-----20.00 <br />43.20 <br />198.00 <br />261.20 <br />Cost <br />153.04 <br />56.48 <br />62.28 <br />112.96 <br />148.24 <br />` 533.00 <br />Cost <br />--5.7 <br />120.78 <br />�I.43 <br />-----�� <br />928.15 <br />