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<br /> Run Date: 09/09/2005 10:54:13 Page 10 <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: Yea <br /> Current Contract Estimated Payment Cumulative Totals & Complete <br /> Line Description Last Chag Ord Uait Price Uait Measure Quantity Amount Quantity Amount Quantity Amount <br /> 1410 TEMP PROTECTN/DIRSCTN $1,975.00 LUMPSUM 1.000 $1,975.00 0.700 $1,382.50 1.000 $1,975.00 100.00 <br /> 1420 EROSION CONTROL $303.00 LUMPSUM 1.000 $303.00 0.700 $212.10 1.000 $303.00 100.00 <br /> 1930 10" DRAIN PIPE $33.86 LINFT 28.000 $948.08 0.000 $0.00 28.000 $948.08 100.00 <br /> 1440 ADJUST CLEANOUT $152.00 EACH 1.000 $152.00 1.000 $152.00 1.000 $152.00 100.00 <br /> 1450 MINOR ADJUSTMENT OF MANHOLES $207.00 HACH 1.000 $207.00 1.000 $207.00 1.000 $207.00 100.00 <br /> 1460 CATCH BASINS $1,027.00 EACH 2.000 $2,054.00 0.400 $410.80 2.000 $2,054.00 100.00 <br /> 1470 GENERAL EXCAVATION $19.52 CUYD 100.-000 $1,952.00 100.000 $1,952.00 100.000 $1,952.00 100.00 <br /> 1480 SUBGRADE STABILIZATION $13.86 CUYD 45.000 $623.70 0.000 $0.00 0.000 $0.00 0.00 <br /> 1490 SUBGRADE GEOTSXTILE $1.03 SQYD 272.000 $280.16 180.000 $185.40 180.000 $185.40 66.00 <br /> 1500 3/4 INCH-0 AGGREGATE BASS SDRP $1.64 SQPT 217.000 $355.88 438.000 $718.32 438.000 $718.32 202.00 <br /> 1510 1 1/2"-0 AGGREGATE BASE $18.04 CUYD 53.000 $956.12 41.000 $739.64 41.000 $739.64 77.00 <br /> 1520 LEVEL 2, 1/3 INCH DENSE HMAC $16.47 9QFT 38.000 $625.86 65.000 $1,070.55 65.000 $1,070.55 171.00 <br /> 1530 PLAIN CONC PVMNT, UNDOWELLED, $5.51 SQFT 2,448.000 $13,488.48 2,473.000 $13,626.23 2,473.000 $13,626.23 101.00 <br /> 1540 CONCRETE PUMPING $0.22 SQPT 2,448.000 $538.56 0.000 $0.00 0.000 $0.00 0.00 <br /> 1550 4 INCH CONC NALK $6.00 SQFT 8.000 $48.00 45.000 $370.00 45.000 $270.00 563.00 <br /> 1552 REMOVE CONCRETE WALK-ALLEY 32 002 $349.34 LUMPSUM 1.000 $349.34 1.000 $349.34 1.000 $349.34 100.00 <br /> 1560 TOPSOIL 56.77 BQPT 52.000 $353.04 297.000 $2,010.69 297.000 $2,010.69 571.00 <br /> 1570 TIE BARS $6.49 EACH 43.000 $279.07 52.000 $337.48 52.000 $337.48 121.00 <br /> 1580 SAW CUTTING $2.64 LINFT 255.000 $673.20 22.000 $SB.08 69.000 $182.16 27.00 <br /> Alleys #5 4 18 <br /> <br />