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. <br /> Run Date: 09/09/2005 10:54:13 <br /> Page e <br /> City of Eugene <br /> Contract Preliminary Progress Payment <br /> Payment 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: Yes <br /> Current Contract Estimated Payment Cumulative Totals 6 Complete <br /> Line Description Last Chng Ord Unit Price Uait Measure Quantity Amount Quantity Amount ant it Amount <br /> 1050 MINOR ADJUSTMENT OF MANHOLES $262.00 EACH 1.000 $262.00 1.000 $262.00 1.000 $262.00 100.00 <br /> 1060 ADJUST CLEANOUT $152.00 EACH 1.000 <br /> $152.00 0.000 $0,00 0.000 $0.00 0.00 <br /> 1070 CATCH BASINS $1,035.00 EACH 3.000 <br /> $3,105.00 2.000 $2,070.00 2.000 $2,070.00 67.00 <br /> 1080 CONNHCIION TO EXISTING STRUCTU 303.00 EACH 3.000 $909.00 0.000 $0.00 0.000 0.00 0.00 <br /> 2090 GENERAL EXCAVATION $23.14 CUYD 181.000 <br /> 54,188.34 181.000 $4,188.34 181.000 $4,188.34 100.00 <br /> 1100 SUBGRADE STABILIZATION $20.43 CUYD 95.000 $1,940.85 0.000 $0.00 0.000 $0.00 0.00 <br /> 1110 SUBGRADE GEOTHXTILH I.03 S YD 585.000 602.55 0.000 $0.00 0.000 $0.00 0.00 <br /> 1120 3/4 INCH-0 AGGREGATE BASE SVRF <br /> $1.00 SQFT 225.000 $225.00 0.000 <br /> $0.00 0.000 $0.00 0.00 <br /> 1130 1 1/2"-0 AGGREGATfi BASE $18.04 CUYD 114.000 <br /> $2,056.56 0.000 $0.00 0.000 $0.00 0.00 <br /> 1140 LEVEL 2, 1/2 INCH DENSE HMAC <br /> $5.57 SQFT 684 000 $3 609 88 0 000 <br /> $0 00 0 000 $0 00 0 00 <br /> 1150 PLAIN CONC PVMNT, UNDOWELLED, $5.52 SQFT 5,263.000 $29,OSI.76 0.000 $0.00 0.000 $0.00 0.00 <br /> 1160 CONCRETE PUMPING $0.14 SQFT 5,581.000 <br /> $781.34 0.000 $0.00 0.000 $0.00 0.00 <br /> 1170 5 INCH CONC SURFACING 3.09 S FT 318.000 $982.62 0.000 0.00 0.000 $0.00 0.00 <br /> 1180 TOPSOIL $6.77 SQFT 79.000 <br /> $534.83 0.000 $0.00 0.000 $0.00 0.00 <br /> 1190 TIE BARS $6.49 EACH 93.000 <br /> $603.57 0.000 $0.00 0.000 $0.00 0.00 <br /> 1200 SAW CUTTING $2.64 LINFT 548.000 1 446.72 32.000 $84.48 32.000 84.48 6.00 <br /> 1210 HEDGE REMOVAL $187.00 LUMPSUM 1.000 <br /> $187.00 1.000 $187.00 1.000 $187.00 100.00 <br /> 1220 RETAINING WALL $537.00 LUMPSUM 1.000 <br /> $537.00 0.000 $0.00 0.000 $0.00 0.00 <br /> Alley #29 <br /> <br /> i 1230 MOBILIZATION $1,760.08 LUMPSUM 1.000 <br /> $1,760.08 1.000 $1,760.08 1,000 $1 760.08 100.00 <br /> <br />