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GJN4264 Wildish PMT 1
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GJN4264 Wildish PMT 1
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Entry Properties
Last modified
1/19/2010 2:33:39 PM
Creation date
6/20/2008 10:41:02 AM
Metadata
Fields
Template:
PW_Capital
PW_Document_Type_Capital
Invoices-Payments & Receivables
PW_Active
No
External_View
No
GJN
004264
GL_Project_Number
955126
Identification_Number
2006100466
COE_Contract_Number
2006-00029
Retention_Destruction_Date
6/15/2017
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Run Date: 08/09/2006 11:27:37 <br /> City of Eugene Page 3 <br /> Contract Preliminary Progress Payment <br /> Payment No 001 <br /> Contractor: WILDISH CONSTRUCTION CO. <br /> Job 93-004264 Original Contract: $1,016,487.00 <br /> Contract No: 2006-00029 Current Amount: $1,017,212.00 <br /> PO 2006100466 Contract Award Date: 06/15/2006 <br /> Assessable: No Completion Date: 09/11/2006 <br /> Line Description Last Chn Ord Current Contract Estimated Pa ent <br /> Unit Price Unit Measure Quantity ~ Cumulative Totals & Complete <br /> Amount Quantity Amount <br /> Quantity Amount <br /> 0180 CONCRETE MANHOLES, SD SUMP (D= <br /> $5,300.00 EACH 2.000 $10,600.00 0.000 <br /> 0190 CONCRETE MANHOLES, SD CI CARRY $0.00 0.000 $0.00 0.00 <br /> $5,500.00 EACH 2.000 $11,000.00 1.000 <br /> 0200 CONCRETE SADDLE $5,500.00 1.000 $5,500.00 50.00 <br /> $380.00 EACH 5.000 $1,900.00 0.000 <br /> 0210 LEVEL 2, 1/2" DHNSE, HMAC $0.00 0.000 $0.00 0.00 <br /> $77.00 TON 70.000 $5,390.00 0.000 <br /> 0220 LEVEL 2, 3/4", DENSfi HMAC $0.00 0.000 $0.00 0.00 <br /> $81.00 TON 1,630.000 $132,030.00 312.500 <br /> 0230 CONCRETE CURB AND GUTTER $25,312.50 312.500 $25,312.50 M 19.00 <br /> $28.00 FOOT 140.000 $3,920.00 102.000 <br /> 0240 CONCRETB WALKS $2,856.00 102.000 $2,856.00 <br /> $30.00 SQFT 73.00 <br /> 100.000 $3,000.00 248.500 $7,455.00 248.500 <br /> 0250 REPAIR 6" SERV LINE 001 $7,455.00 248.00 <br /> $250.00 LUMPSUM 1.000 $250.00 1.000 <br /> <br /> 0260 ALTER MH 82870 $250.00 1.000 $250.00 100.00 <br /> 001 $475.00 LUMPSUM <br /> 1.000 $475.00 1.000 <br /> $475.00 1.000 $975.00 100.00 <br /> $1,017,212.00 $340,476.00 <br /> $340,476.00 <br /> <br />
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