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Report to LBILL001 <br />Lane County <br />BILLABLE PROJECT COSTS <br />Page No I <br />Run Date 02/0312011 <br />Run Tune 1453.12 <br />Billable Project Costs for Fiscal Penod 201042 Persod begins 121012010 and ads including 12131/2010 ' <br />Project: 36644239 ARRA W. 11th (4664) OverhadRates Applied for this Project: Fede,oi(Wberoapplicable) <br />Billed By, 3636213 Materials Testine Proi: 36644239 <br />P4085-Asphalt concrete glty control <br />T=Dem <br />TranlD <br />Resource Employed <br />Qty <br />Amount <br />12/0612010 <br />EQUIPMENT <br />I TON PASSENGER VAN <br />3 <br />55.52 <br />121062010 <br />LABOR <br />Engrveamg Techncwn 3 <br />3 <br />✓ S119 13 <br />P4095 Total, <br />- 31/123.65 <br />P4086.A,phait sample pickup <br />TmnDste <br />TranlD <br />Resource Employed <br />Qty <br />Amount <br />12/062010 <br />EQUIPMENT <br />I TON PASSENGER VAN <br />1 <br />$1 94 <br />12/0612010 <br />LABOR <br />Engmeenng Technician 3 <br />1 <br />✓$2625 <br />P4096 Totals <br />5✓2&09 <br />P4090-PCC quality control <br />TcmDatc <br />TMID <br />Resource Employed <br />Qty <br />Amount <br />11/162010 <br />EQUIPMENT <br />SUBUR3/4T4X4-Phoarx <br />4 <br />5736 <br />11/16/2010 <br />LABOR <br />Engmcerng Assistant <br />2 <br />✓$3680 <br />11/162010 <br />LABOR <br />Engmeenng Techm.um 2 <br />2 <br />S46 28 <br />11/162010 <br />LABOR <br />EnVncang Technician 2 <br />2 <br />J $5292 <br />P4090 Total, <br />S v 14336 <br />P4091-Concrete sample pickup <br />TnnD.te TmnlD Resource Employed Qty Amount <br />11/172010 EQUIPMENT SUBUR3/4T 4X4-Phoarx I 51.84 <br />111172010 LABOR Engmeenng Techmman 2 1 ✓ $23 14 <br />P4091 Total, S 1/24.98 <br />a <br />Overhead Transaction Remark <br />J56.95 ACDFS <br />S 156AS S 280 <br />Overhead Transaction Remark <br />$3485 AC P/U <br />0 34.85 S 62.94 <br />Overhead Transacna Remark <br />S4886 <br />PCC TESTING <br />56145 <br />PCC TESTING <br />$7027 <br />SUAIR/CYL WEB REPAIR <br />018058 <br />S 323.94 <br />Overhead <br />Transaction Remark <br />$3073 <br />CONCRETE SAMPLE PICKUP <br />S J 30.73 <br />S 55.71 J <br />0 <br />