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- l l <br /> Run Date: 09/09/2005 10:54:13 <br /> Page 9 <br /> City of Eugene <br /> Contract Preliminary Progress Payment <br /> Paymont No 003 <br /> Contractor: 2G CONST. Original Contract: $370,333.81 <br /> Job 93-004310 Current Amount: $376,930.47 <br /> Contract No: 2005-00029 Contract Award Date: 05/23/2005 <br /> PO 2005050488 Completion Date: 10/05/2005 <br /> Assessable: Yee <br /> Current Contract Estimated Payment Cumulative Totals 6 Complete <br /> Line Description Last Chnq Ord Unit Price Unit Measure Quantity Amount Quantity Amount Quantity Amount <br /> 1240 TEMP PROTECTN/DIRECTN $1,975.00 LUMPSUM 1.000 $1,975.00 0.000 $0.00 1.000 $1,975.00 100.00 <br /> 1250 EROSION CONTROL $303.00 LUMPSUM 1.000 <br /> $303.00 0.000 $0.00 1.000 $303.00 100.00 <br /> 1260 10" DRAIN PIPE 33.83 LINFT 28.000 $947.24 0.000 $0.00 28.000 $947.24 100.00 <br /> 1270 CATCH BASINS $1,140.00 EACH 1.000 <br /> $1,140.00 0.000 $0.00 1.000 $1,140.00 100.00 <br /> 1280 CONNECTION TO EXISTING STRUCTU $248.00 EACH 1.000 $248.00 0.000 $0.00 1.000 $248.00 100.00 <br /> 1290 68NHRAL 8%CAVATION $23.68 COYD 55.000 $1,302.40 0.000 $0.00 88.200 $2,088.58 160.00 <br /> 1300 SUBGRADE STABILIZATION $13.86 CUYD 32.000 <br /> $443.52 0.000 $0.00 0.000 $0.00 0.00 <br /> 1310 SUBGRADE GEOTEXTILE $1.03 S YD 184.000 <br /> Q $189.52 0.000 $0.00 171,000 <br /> $176.13 93.00 <br /> 1320 PLAIN CONC PVMNT, UNDOWELLED $5.58 S FT 1 653.000 $9,223.74 0.000 0.00 1,539.500 $8,590.41 93.00 <br /> 1322 ALLEY GRADE ADJUSTMENT-ALLEY 2 002 $735.88 LUMPSUM 1.000 $735.88 1.000 $735.88 1,000 $735.88 100.00 <br /> 1330 CONCRETE PUMPING $0.31 SQPT 1,768.000 <br /> $548.08 0.000 $0.00 0,000 $0.00 0.00 <br /> 1332 EXTRA CONCRETE-ALLEY 29 003 $121.72 LUMPSUM 1.000 <br /> $121.72 1.000 $121.72 1.000 $121.72 100.00 <br /> 1340 1 1/2•-0 AGGRHGATS HASE $18.04 COYD 36.000 <br /> $649.44 0.000 $0.00 46.000 $BZ9.84 128.00 <br /> 1350 5 INCH CONC SURFACING $4.27 SQFT 115.000 $491.05 112.000 <br /> $478.24 122.000 $478.24 97.00 <br /> 1360 4 INCH CONC WALX $7.78 SQFT 14.000 <br /> $108 92 0 000 $0 00 15 000 $116 70 107 00 <br /> 1370 TOPSOIL $6.77 SQPT 22.000 <br /> $148.94 84.000 $568.68 84.000 $568.68 382.00 <br /> 1380 TIH BARS $14.00 HACA 4.000 <br /> S56.00 0.000 $0.00 18.000 $252.00 450.00 <br /> 1390 SAW CUTTING $2.64 LINPT 150.000 <br /> $396.00 0.000 $0.00 32.000 $84.48 21.00 <br /> <br /> Alley #3Z <br /> 1400 MOBILIZATION $2,500.24 LUMPSUM 1.000 <br /> $2,500.24 0.000 $0.00 1.000 $2,500.24 100.00 <br /> <br />