New Search
- ~ 0 <br /> Run Date: 09/09/2005 11:03:13 <br /> „ City of Eugene Page 9 <br /> Contract Preliminary Progress Payment <br /> Payment No c 003 <br /> Contractor: 2G CONST. Original Contract: $439,927.43 <br /> JOb 93-004172 <br /> Contract No: 2005-00030 Current Amount: $457,090.08 <br /> PO 2005050486 Contract Award Date: 05/27/2005 <br /> Assessable: Yee ~ Completion Date: 10/07/2005 <br /> Line Deacri tion Current Contract Estimated Payment Cumulative Totals $ Com 1 <br /> P Last Chng Ord Unit Price Unit Measure Quantity Amount antit Amount antit Amount P ete <br /> 1180 TEMP PROTECTN/DIRECTN $7,836.00 LUMPSUM 1.000 $7,836.00 0.600 $4,701.60 1.000 <br /> $7,836.00 100.00 <br /> 1190 EROSION CONTROL $303.00 LUMPSUM 1.000 $303.00 0.700 $212.10 1.000 <br /> $303.00 100.00 <br /> 1200 10" DRAIN PIPE $37.78 LINFT 30.000 $1,133.40 0.000 $0.00 30.000 <br /> $1,133.40 100.00 <br /> 1210 CATCH BASINS $930.00 EACH 1.000 $930.00 0.200 <br /> $186.00 1.000 $930.00 100.00 <br /> 1220 CONNECTION TO EXISTING STRUCTU $372.00 EACH 1.000 372.00 0.000 <br /> $0.00 0.000 0.00 0.00 <br /> 1222 REMOVE CURB INLET 002 $726.39 LUMPSUM 1.000 $726.39 1.000 <br /> $726.39 1.000 $726.39 100.00 <br /> 1230 GENERAL EXCAVATION $24.78 CUYD 70.000 $1,734.60 70.000 <br /> $1,734.60 70.000 $1,734.60 100.00 <br /> 1240 SUBGRADE STABILIZATION $13.86 CUYD 35.000 $485.10 0.000 $0.00 0.000 <br /> $0.00 0.00 <br /> 1250 SUBGRADE GEOTEXTILE $1.03 SQYD 210.000 $216.30 0.000 $0.00 0.000 <br /> $0.00 0.00 <br /> 1260 3/4 INCH -0 AGGREGATE BASE SUR $0.79 SQFT 144.000 $113.76 164.000 $129.56 164.000 <br /> $129.56 114.00 <br /> 1270 LEVEL 2, 1/2 INCH DENSE NMAC $6.40 SQFT 231.000 $1,478.40 341.000 $],182.40 341.000 <br /> S2,182.40 148.00 <br /> 1280 PLAIN CONC PVMNT, UNDOWELLED, $5.58 SQFf 1,887.000 $10,529.46 1,834.000 $10,233.72 1,834.000 <br /> $10,233.72 97.00 <br /> 1290 CONCRETE PUMPING $0.29 SQFT 1,887.000 $547.23 0.000 $0.00 0.000 <br /> $0.00 0.00 <br /> 1300 1 1 2"-0 AGGREGATE BASE $21.55 CUYD 47.000 $1 012.85 0.000 $0.00 0.000 <br /> $0.00 0.00 <br /> 1310 4 INCH CONC WALK $5.60 SQFT 33.000 $184.80 37.000 $207.20 37.000 <br /> $207.20 112.00 <br /> 1320 TIE BARS $8.00 EACH 4.000 $32.00 4.000 $32.00 4.000 <br /> $32.00 100.00 <br /> 1330 TOPSOIL Sl.29 9QFT 10.000 542.90 62.000 $T65.98 62.000 <br /> S265.98 620.00 <br /> 1340 SAW CUTTING $1.65 LINPT <br /> 190.000 $313.50 142.000 $234.30 152.000 <br /> <br /> Alley 31 $250.80 80.00 <br /> 1350 MOBILIZATION $3,653.76 LUMPSUM 1.000 $3,653.76 0.000 $0.00 0.000 <br /> $0.00 0.00 <br /> <br />