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Run Date: 08/10/2005 11:36:44 <br /> Page 2 <br /> City of Eugene <br /> Contract Preliminary Progress Payment <br /> Payment No 002 <br /> Contractor: 2G CONST. Original Contract: $370,333.81 <br /> Job 93-004310 Current Amount: $374,047.98 <br /> Contract No: 2005-00029 Contract Award Date: 05/23/2005 <br /> PO 2005050488 <br /> Assessable: Yes Completion Date: 10/05/2005 <br /> Current Contract Estimated Payment Cumulative Totals 8 Complete <br /> Line Description Last Chng Ord Unit Price Vnit Measure Quantity Amount Quantity Amount antit Amount <br /> WE3T UNIVERSITY ALLEY3 5&18, 13 19 20 21 23 29 32 <br /> Alleys #5 & 18 <br /> 0000 Liquidated Damages-Phase 1 ($180.00) DAY 0.000 <br /> So.oo o.ooo $o.oo o.ooo $o.oo o.oo <br /> 0000 Liquidated Damages-Phase 2 ($100.00) DAY 0.000 <br /> So.oo o.ooo $o.oo o.ooo $o.oo o.oo <br /> 0000 Li idated Dama es-Phase 3 ($220.00) DAY 0.000 $0.00 0.000 0.00 0.000 $0.00 0.00 <br /> 0010 MOBILIZATION $4,978.19 LUMPSUM 1.000 <br /> $4,978.19 0.000 $0.00 1.000 $4,978.19 100.00 <br /> 0020 TEMP PROTECTN/DIRECTN $2,956.00 LUMPSUM 1.000 <br /> $2,956.00 0.000 $0.00 1,000 $2,956.00 100.00 <br /> 0030 TREE PROTECTION FENCING $5.17 LINFT 25.000 $129.25 0.000 0.00 16.000 $82.72 64.00 <br /> 0040 EROSION CONTROL $303.00 LUMPSUM 1.000 <br /> $303.00 0.000 $0.00 1.000 $303.00 100.00 <br /> 0050 10" DRAIN PIPE $32.59 LINFT 88.000 <br /> $2,867.92 10.000 $325.90 66.000 $2,150.94 75.00 <br /> 0060 ADJUSTMENT OF CATCH BASIN <br /> $386.00 EACH 1.000 $386.00 0.000 <br /> $0.00 1.000 $386.00 100.00 <br /> 0070 CATCH BASIN9 $1,521.00 BACH 2.000 <br /> 53,042.00 0.000 $0.00 3.000 $4,563.00 150.00 <br /> 0080 CATCH BASINS OVER EX. STRUCTUR <br /> $1,342.00 EACH 1.000 $1,342.00 0.000 <br /> $0.00 1.000 $1,342.00 100.00 <br /> 0090 GENERAL EXCAVATION $21.25 CUYD 160.000 3,400.00 0.000 $0.00 160.000 $3,400.00 100.00 <br /> 0100 SUBGRADE STABILIZATION $17.60 CUYD 88.000 <br /> $1,548.80 0.000 $0.00 -0.000 $0.00 0.00 <br /> 0110 SUBGRADE GEOTEXTILE $1.03 SQYD 528.000 <br /> $543.84 0.000 $0.00 0.000 $0.00 0.00 <br /> 0220 3/4 INCH-0 AGGREGATE BASE SURF <br /> $1.05 S FT 149.000 $156.45 0.000 <br /> $0.00 0.000 $0.00 0.00 <br /> 0130 1 1/2"-0 AGGREGATE BASE $18.04 CUYD 100.000 <br /> $1,804.00 0,000 $0.00 0.000 $0.00 0.00 <br /> 0140 LEVEL 2, 1/2 INCH DENSE HMAC $6.33 SQPT 427.000 $2,702.91 222.000 $1,405.26 541.000 $3,424.53 127.00 <br /> 0150 PLAIN CONC PVMNT, UNDOWELLED, <br /> $5.56 S FT 4,744.000 $26,376.64 0,000 <br /> $0.00 4,797.000 $26,671.32 101.00 <br /> <br /> i <br /> <br />