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606 90TH ST SW 2018-01-02 MF Import
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606 90TH ST SW 2018-01-02 MF Import
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Last modified
1/7/2022 10:17:40 AM
Creation date
4/19/2017 1:59:34 AM
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Address Document
Street Name
90TH ST SW
Street Number
606
Imported From Microfiche
Yes
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CLOSED CM WORK ORDERS REPORT / <br />City of Everett Total Utility Maintenance Management System <br />03/22/1994 Page 1 <br />Date Range :03/01/1992 - 03/17/1994 <br />CM Work Order Range :<Blank> - 8405421080229 Pattern :7101096710011 <br />Item Range :<Blank> - WW22020001 Pattern :* <br />Program ALL Function ALL Activity ALL <br />----- ----- ------------ ---- <br />CM WORN ORDER ID: 710le96710011 Title: REPAIR SEWER MANHOLE / 606 - 90TH STREI7 <br />« DUPLICATE PRINTING OF THIS WORK ORDER>> <br />Item ID: SMH1284L03 -- SEWER MANHOLE <br />Location ID: -- <br />Program 710 Function 109 Activity 671 <br />Date Completed: 03/11/1994 <br />Overall Craft: <br />Issued: 03/11/1994 Issued by: HDA Assigned to: <br />Out of Service? NO Priority: Travel Time: 0.00 Hr. <br />Meter Reading: <br />Downtime: 0 hours <br />Status: HL <br />Labor: <br />Craft ID <br />SJP1 AGA <br />UL GCR <br />ED MJL2 <br />Materials: <br />ID <br />------------ <br />ERIC00061156 <br />CEME00061438 <br />Vehicles: <br />ID <br />V2111 <br />V2201 <br />V3202 <br />V6000 <br />Namo <br />---------------------- <br />AHLES, GREGORY A. <br />GRENZNER, CHRIS R. <br />MITCHELL, JEFI'REY L. <br />Planned Hrs Actual Hrs <br />0.00 <br />8.00 <br />0.00 <br />8.00 <br />0.00 <br />8.00 <br />Total Labor <br />Cost: <br />Description Da'- # Used <br />---•------------------------ --- -- -------- <br />BRICK CONCRETE 2" X 4" X 8" 03/ ./1994 24 <br />CEMENT 20 MIN. SET 50 LB. BAG 03,il/1994 1 <br />Total Material Cost: <br />Description Date Hours <br />C1IEV 1 TON '91 03/11/1994 8.00 <br />2 TON FLATBED W/PATCH KIN 03/11/1994 8.00 <br />BUETHLING B100 COMPACTO 03/11/1994 8.00 <br />TRAILER FOR ROLLER C:7/11/1994 8.00 <br />Total Vehicle Cust: <br />Total. cost for work order 7101096710011: <br />Cost <br />165.52. <br />99.36 <br />136.88 <br />401.76 <br />Cost <br />9.84 <br />10.40 <br />---- <br />-20.24 <br />Cost <br />46.40 <br />236.00 <br />32.^0 <br />0, J <br />315.20 <br />737.20 <br />
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