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GJN4193 Contech PMT 5
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GJN4193 Contech PMT 5
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Entry Properties
Last modified
1/20/2010 2:35:17 PM
Creation date
6/24/2008 2:53:12 PM
Metadata
Fields
Template:
PW_Capital
PW_Document_Type_Capital
Invoices-Payments & Receivables
PW_Active
No
External_View
No
GJN
004193
GL_Project_Number
945584
Identification_Number
2005100176
COE_Contract_Number
2005-00015
Retention_Destruction_Date
8/8/2016
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<br /> Run Date: 08/01/2005 13:07:52 Page 2 <br /> City of Eugene <br /> Contract Preliminary Progress Payment <br /> Payment No 005 <br /> Contractor: CONTECH SERVICES Original Contract: $265,500.00 <br /> Job 93-004193 Current Amount: $369,241.75 <br /> Contract No: 2005-00015 Contract Award Date: 09/22/2004 <br /> PO 2005100176 Completion Date: 10/24/2004 <br /> Assessable: No <br /> Current Contract Estimated Payment Cumulative Totals b Complete <br /> <br /> Line Description Last Chng Ord Unit Price Unit Measure Quantity Amount Quantity Amount Quantity Amount <br /> <br /> FERRY STRHHT BRIDGE REPAIRS OVER WILLAMHTTS RZVSR <br /> <br /> General <br /> 0000 Liquidated Damages ($400.00) DAY 0.000 $0.00 0.000 $0.00 0.000 $0.00 0.00 <br /> 0010 MOBILIZATION $67,000.00 LUMPSUM 1.000 $67,000.00 0.000 $0.00 1.000 $67,000.00 M 100.00 <br /> 0020 WORK ZONE TRAFFIC CONTROL, COM $13,000.00 LUMPSUM 1.000 $13,000.00 0.000 $0.00 1.000 $13,000.00 100.00 <br /> 0030 CRACK INJECTION $22.75 FOOT 2,000.000 $45,500.00 0.000 $0.00 1,645.500 $37,435.13 M 82.00 <br /> 0040 FRP STRENGTHENING $140,000.00 LUMPSUM 1.000 $140,000.00 0.000 $0.00 1.000 $140,000.00 M 100.00 <br /> 0050 PAINTING FORCE ACCOUNT 001 $39,356.75 LUMPSUM 1.000 $39,356.75 0.000 $0.00 1.000 $39,356.75 M 100.00 <br /> 0060 CW PRESSURE WASHING 002 $13,350.00 LUMPSUM 1.000 $13,350.00 0.500 $6,675.00 1.000 $13,350.00 100.00 <br /> 0070 DRAIN HOLHS-2• DIAMHTHR 002 $185.00 MACH 20.000 $3,700.00 29.000 $4,440.00 51.000 $9,435.00 255.00 <br /> 0080 CW TOPPING FOR SLOPE 002 $47,335.00 LUMPSUM 1.000 $47,335.00 1.000 $47,335.00 1.000 $47,335.00 M 100.00 <br /> $369,291.75 $58,450.00 $366,911.88 <br /> y <br /> <br />
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