New Search
Run Date: 0/09/2005 11:03:13 <br /> City of Eugene Page 5 <br /> Contract Preliminary Progress Payment <br /> Payment No ~ 003 <br /> Contractor: 2G CONST. <br /> Job 93-004172 Original Contract: $439,927.43 <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 Description Last Chaa Ord Curreat Contract Estimated Payment Cumulative Totals 8 Complete <br /> - Unit Price Unit Measure Quantity Amount antit <br /> Amount antit Amount <br /> 0480 CURB INLETS, TYPE 4A $964.00 EACH <br /> 1.000 $964.00 0.000 $0.00 0.000 $0.00 0.00 <br /> 0490 GENERAL EXCAVATION $20.57 CUYD <br /> 135.000 $2,776.95 0.000 $0.00 158.000 $3,250.06 117.00 <br /> 0500 SUBGRADE STABILIZATION $11.44 CUYD <br /> 71.000 $812.24 0.000 $0.00 33.000 $377.52 <br /> 0510 SUBGRADE GEOTEXTILE 46.00 <br /> 1.03 S YD 428.000 440.84 0.000 0.00 147.000 <br /> $151.41 34.00 <br /> 0540 3/4 INCH-0 A(iGRH(iATS BABE SIIRF $0.70 SQFT 164.000 <br /> $114.80 0.000 $0.00 221.000 $154.70 135.00 <br /> 0530 LEVEL 2, 1/4 INCH DENSE HMAC $6.94 SQFT <br /> 163.000 $1,131.22 0.000 $0.00 595.000 $4,129.30 365.00 <br /> 0540 PLAIN CONC PVMNT, UNDOWSLLSD, 4.01 S FT <br /> 3 845.000 $15,418.45 0.000 $0.00 3,940.100 $15,799.80 102.00 <br /> 0550 CONCRETE PUMPING $0.14 SQFT 4,045.000 <br /> $566.30 0.000 $0.00 0.000 $0.00 0.00 <br /> 0560 1 1/2"-0 AGGREGATE BASfi $19.79 CUYD <br /> 94.000 $1,860.26 0.000 $0.00 33.000 $653.07 <br /> 35.00 <br /> 570 5 INCH CONC SURFACING 4.24 S FT 200.000 <br /> 848.00 0.000 $0.00 121.000 $513.04 61.00 <br /> 0580 4 INCH CONC WALK $3.42 SQFT 62.000 <br /> $212.04 0.000 $0.00 40.000 65.00 <br /> 0590 TOPSOIL $4.29 SQPT 46.000 $136.80 <br /> $197.34 0.000 $0.00 265.000 <br /> 0600 TZE BARS $7.00 SUCH $1,136.85 576.00 <br /> 9.000 $63.00 0.000 $0.00 15.000 $105.00 167.00 <br /> 0610 SAW CUTTING $1.65 LINFT 324.000 <br /> $534.60 0.000 $0.00 350.000 $577.50 108.00 <br /> 0620 BARRICADE, ST END TYPE H $1,577.00 LUMPSUM <br /> 1.000 $1,577.00 1.000 <br /> ~ R1~,=oe~ $1, 577.00 1.000 $1, 577.00 100.00 <br /> 0622 ALLEY 8522 CONST 8" CLEANOUT 001 $8,126.65 LUMPSUM 1.000 <br /> 8,126.65 0.000 $0.00 1.000 $8,126.65 100.00 <br /> 0624 ALLEY 8522 CONST CONCRETE RAMP 001 $449.11 LUMPSUM 1.000 <br /> $449.11 0.000 <br /> <br /> Alley 10 $0.00 1.000 $449.11 100.00 <br /> 0630 MOBILIZATION $5,258.15 LUMPSUM 1.000 <br /> $5,258.15 0.000 $0.00 1.000 $5,258.15 100.00 <br /> <br />