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Run Date: 08/10/2005 11:36:44 Page 10 <br /> City of Eugene <br /> Contract Preliminary Progress Payment <br /> Payment No 002 <br /> Contractor: 2G CONST. Original Contract: $370,333.81 <br /> Job 93-004310 Current Amount: $374,047.98 <br /> Contract No: 2005-00029 Contract Award Date: 05/23/2005 <br /> PO 2005050488 Completion Date: 10/05/2005 <br /> Asaeseable: Yes <br /> Current Contract Estimated Payment Cumulative Totals ~ Complete <br /> Line Description Last Chng Ord Uait Price Unit Measure Quantity Amount Quantity Amount Quantity Amount <br /> 1470 GENERAL EXCAVATION $19.52 CUYD 100.000 $1,952.00 0.000 $0.00 0.000 $0.00 0.00 <br /> 1480 SUBGRADS STABILIZATION $13.86 CUYD 45.000 $623.70 0.000 $0.00 0.000 $0.00 0.00 <br /> 1490 SUBGRADE GEOTEXTILE $1.03 SQYD 272.000 $280.16 0.000 $0.00 0.000 $0.00 0.00 <br /> 1500 3/4 INCH-0 AGGREGATE BASE SURF $1.64 SQFT 217.000 $355.88 0.000 $0.00 0.000 $0.00 0.00 <br /> 1510 1 1/2"-0 AGGREGATE BASE $18 04 CUYD 53.000 $956.12 0.000 $0.00 0.000 $0.00 0.00 <br /> 1520 LEVEL 2, 1/2 INCH DENSE HMAC $16.47 SQFT 38..000 $625.86 0.000 $0.00 0.000 $0.00 0.00 <br /> 1530 PLAIN CONC PVMNT, UNDOWELLED, $5.51 SQFT 2,448.000 $13,488.48 0.000 $0.00 0.000 $0.00 0.00 <br /> 1540 CONCRETE PUMPING $0 22 SQFT 2 448.000 $538.56 0.000 $0.00 0.000 $0.00 0.00 <br /> 1550 4 INCH CONC WALK $6.00 SQFT 8.000 $48.00 0.000 $0.00 0.000 $0.00 0.00 <br /> 1560 TOPSOIL $6.77 SQFT 52.000 $352.04 0.000 $0.00 0.000 $0.00 0.00 <br /> 1570 TIE BARS $6 49 EACH 43.000 $279.07 0.000 $0.00 0.000 $0.00 0.00 <br /> 1580 SAW CUTTING $2.64 LINFT 255.000 $673.20 47.000 $124.08 47.000 $124.08 18.00 <br /> Alleys #5 & 18 <br /> <br /> e1Ir~B STANDBY TIME FOR UITLITY CONFI 001 $662.74 LUMPSUM 1.000 $662.74 1.000 $662.74 1.000 $662.74 100.00 <br /> "InZ ~'~'P $374,047.98 $113,276.93 $163,436.48 <br /> <br />