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Run Date: 04/07/2004 14:37:57
<br />City of Eugene Page 3
<br />Contract Preliminary Progress Payment _.___
<br />, Paym+at No 005
<br />+ Contractor: WILDYSH CONST. Original Contract: $2,079,450.75
<br />Job #: 93-003502 Current Amount: $2,091,281.35
<br />Contract No: 2004-00020 Contract Award Date: 04/19/2004
<br />PO #: 2004050553 Completion Date: 09/04/2004
<br />Assessable: Yea
<br />Current Contract Estimated Payment Cumulative Totals t Complete
<br />Line Description Last Chng Ord Unit Price Unit Measure Quantity Amount Quantity Amount Quantity Amount
<br />0220 AGGREGATE BASS, 4 INCHES THICK $2.00 SQYD 9,100.000 $18,200.00 0.000 $0
<br />00 1
<br />163
<br /> . ,
<br />.500
<br />$2,367.00
<br />13.00
<br />0230 AOOR8GAT8 BASS, 6 INCB88 THICS $4.00 SQYD 625
<br /> .000 $2,500.00 851.100 $3,404.40 851.100
<br />$3,!04.40
<br />136.00
<br />0240 AGGRHGATS BASS, 7 INCHES THICK $5.00 SQYD 385.000 $1
<br />925
<br />00 0
<br />000
<br /> ,
<br />. . $0.00 288.300
<br />$1,441.50
<br />75.00
<br />0250 AGfAtEGi1TS BASS, 10 INCBBS THIC $6.00 SQYD 1,100.000 $6,600.00 0_000 $0
<br />00 3
<br />063
<br />700
<br />
<br />0260
<br />AGGREGATE BASS 12 INCHES THIC
<br />$6
<br />50
<br />SQYD
<br />18 . ,
<br />. $18,382.20 279.00
<br /> . 000.000 117 000.00 0.000 $0.00 16,342.500
<br />$106,226.25
<br />91
<br />00
<br />0270 STD CURS 4 GUTTBR CONCR6T8 CUR $9
<br />00 LINFT .
<br /> . 7,500.000 $67,500.00 868.700 $7,818.30 7,931.700
<br />$71,385.30
<br />106
<br />00
<br />0280 8" M®IAN CONCRETE CURBS $10.00 LINFT 1,900.000 $19,000.00 1
<br />102.600 $11
<br />026
<br />00 1
<br />618 .
<br /> , ,
<br />. ,
<br />.300
<br />$16,183.00
<br />85.00
<br />0290 MOUNTABLE CURB 4 GOITER CONCRS 20
<br />00 LINFT
<br /> . 100.000 $2 000.00 0.000 0.00 101.500 2 030.00 101.00
<br />0300 STANDARD CONCRSTH CORHS $20.00 L121FT 100.000 $2
<br />000
<br />00 0
<br />000
<br /> ,
<br />. . $0.00 242.000
<br />$4,840.00
<br />2!2.00
<br />0310 VALLEY GOTTER CONCRETE $20.00 LINFT 226.000 $4
<br />520
<br />00 0
<br />000
<br /> ,
<br />. . $0.00 236.500
<br />$4,730.00
<br />105.00
<br />0320 DRIVEWAY CURB CUTS 3.00 LINFT 540.000 $1,620.00 0.000 $0
<br />00 548
<br />000
<br />
<br />0330
<br />EMB TOP SOIL IMPORTED
<br />$20
<br />00
<br />CUYD . . 1 644.00 101.00
<br /> . 1,200.000 $24,000.00 0.000 $0.00 0.000
<br />$0.00
<br />0.00
<br />0340 GENERAL S%CAVATION $10
<br />50 CUYD
<br /> . 13,800.000 $144,900.00 0.000 $0.00 12,335.000
<br />$129,517.50
<br />89.00
<br />0350 8 INCH SUBGRADg STABILIZATION $8.00 SQYD 1,100.000 $8
<br />800
<br />00 0
<br />0
<br /> ,
<br />. .
<br />00 $0.00 6,608.800
<br />$52,870.40
<br />601.00
<br />0360 SUHGRADE GSOTSXTILB $1.00 SQYD 21,000.000 $21,000.00 0.000 $0.00 13,277.900 $13
<br />277
<br />90 6
<br />
<br />0370
<br />RIPRAP GEOTSRTILS, TYPE 2
<br />$1.00
<br />SQYD
<br />600 ,
<br />. 3.00
<br /> .000 $800.00 0.000 $0.00 0.000
<br />$0.00
<br />0.00
<br />0380 LOOSE RIPRAP CLASS 25 20.00 TON 400.000 $8 000
<br />00 0
<br />000
<br /> . . 0.00 0.000 0.00 0.00
<br />0390 TYPE 2 FSNCB $8.00 LINPT 610.000 $4,880.00 0.000 $0
<br />00 0
<br />000
<br />
<br />0400
<br />FLAGGING
<br />$30.00
<br />HOUR
<br />1,500.000
<br />$45,000.00
<br />199.000 .
<br />$5,970.00 .
<br />1,650.000 $0.00
<br />
<br />$49,500.00 0.00
<br />
<br />110.00
<br />0410 IRRIGATION SYSTBM $35,000.00 LUMPSUM 1.000 $35,000.00 0.100 3
<br />500
<br />00 0
<br />500
<br />
<br />0420
<br />DECIDUOUS TRHS (2" CAL.)
<br />$250
<br />00
<br />EACH ,
<br />. . 17 500.00 50.00
<br /> . 33.000 $8,250.00 0.000 $0.00 O.OOD $0.00 0.00
<br />0430 SHRUBS (5 GAL.) $30.00 EACH 56.000 $1,680.00 0.000 $0
<br />00 0
<br />000
<br />
<br />0440
<br />SHRUBS (2 GAL.)
<br />12.00
<br />EACH
<br />200.000
<br />$2,400.00
<br />0.000 .
<br />0
<br />00 .
<br />0
<br />000 $0.00 0.00
<br />
<br />0450
<br />SHRUBS (1 GAL.)
<br />$9
<br />00
<br />EACH . . 0.00 0.00
<br /> . 320.000 $2,880.00 0.000 $0.00 0.000
<br />$0.00
<br />0.00
<br />
<br />
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