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<br />Rua Date: 11/08/2005 09:51:14
<br />Contractor: WILDISH CONST.
<br />Job #: 93-003502
<br />Contract No: 2004-00020
<br />PO #: 2004050553
<br />Assessable: Yes
<br />City of Eugene
<br />Contract Preliminary Progress Payment
<br />Payment No 016 Piaal Pay
<br />Original Contract: $2,079,450.75
<br />Current Amount: $2,143,376.61
<br />Contract Award Date: 04/19/2004
<br />Completion Date: 09/04/2004
<br />Page 3
<br /> Current Contract Estimated Payment Cumulative Totals & Complete
<br />Line Description Last Chag Ord Uait Price Unit Measure Quantity Amount quantity Amount Quantity Amount
<br />
<br />0180 CONC 5• DRZVSNAY ADJUST $2.25 SQPT 1,075.000 $2,418.75 0.000 $0.00 1,612.800 $3,628.80 150.00
<br />0190 CONC 7" DRIVEWAY ADJUST $3.00 SQFT 230.000 $690.00 0.000 $0.00 210.000
<br />$630.00
<br />91.00
<br />0200 AC 2• DHPTH DRIVBNAY ADJUST $200.00 TON 15.000 $3,000.00 0.000 $0.00 28.900 $5,780.00 193.00
<br />0210 ADA TEXTURING $27.00 SQFT 453.000 $12,231.00 0.000 $0.00 440.000 $11,880.00 97.00
<br />0220 AGGREGATE BASE, 4 INCHES THICK $2.00 SQYD 9,100.000 $18,200.00 0.000 $0.00 1,183.500 $2,367.00 13.00
<br />0230 AQ6RBOATB BASE, 6 INCHES THICK $4.00 3QYD 625.000 $2,500.00 0.000 $0.00 851.100 $3,404.40 136.00
<br />0240 AGGREGATE BASS, 7 INCHES THICK $5.00 SQYD 385.000 $1,925.00 0.000 $0.00 283.300 $1,441.50 75.00
<br />0250 AGGREGATE BA3B, 10 INCHES THIC $6.00 SQYD 1,100.000 56,600.00 0.000 $0.00 3,063.700 $18,382.20 279.00
<br />0260 AGGREGATE HASB, 12 ZNCHHS THIC $6.50 SQYD 18 000.000 $117 000.00 0.000 $0.00 16 342.500 $106 226.25 91.00
<br />0270 STD CURB 6 GUTTER CONCRETB CUR $9.00 LINFT 7,500.000 $67,500.00 0.000 $0.00 8,790.700 $79,116.30 117.00
<br />0280 8" MEDIAN CONCRETE CURBS $10.00 LINFT 1,900.000 $19,000.00 0.000 $0.00 1,618.300 $16,183.00 85.00
<br />0290 MOUNTABLE CURB 6 GUTTER CONCRS $20.00 LINFT 100.000 $2,000.00 0.000 $0.00 101.500 $2,030.00 101.00
<br />0300 STANDARD CONCRBTB CURB3 $20.00 LINPT 100.000 $2,000.00 0.000 $0.00 242.000 $4,890.00 2!2.00
<br />0310 VALLBY GUTTER CONCRETE $20.00 LINFT 226.000
<br />$4,520.00
<br />0.000
<br />$0.00
<br />236.500
<br />$4,730.00
<br />105.00
<br />0320 DRIVHWAY CURB CUTS $3.00 LINPT 540.000 $1,620.00 0.000 $0.00 548.000 $1,644.00 101.00
<br />0330 EMB TOP SOIL IMPORTED $20.00 CUYD 1,200.000 $24,000.00 0.000 $0.00 1,010.220 $20,204.40 84.00
<br />0340 GHNSRAL EXCAVATION $10.50 CUYD 13,800.000 $144,900.00 0.000 $0.00 12,335.000 $129,517.50 89.00
<br />0350 8 INCH SUBGRADB STABILIZATION $8.00 SQYD 1,100.000 $8,800.00 0.000 $0.00 6,608.800 $52,870.40 601.00
<br />0360 SUBGRADS GEOTEXTILB $1.00 SQYD 21,000.000 $21,000.00 0.000 $0.00 13,277.900 $13,277.90 63.00
<br />0370 RIPRAP GEOTERTILE, TYPE 2 $1.00 SQYD 800.000 $800.00 0.000 $0.00 0.000 $0.00 0.00
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