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Run Date: 07/12/2007 09:57:27
<br />City of Eugene Page 3
<br />Contract Preliminary progress Payment
<br />Payment No 002
<br />Contractor: DELTA CONST.
<br />Job #: 93-003693 Original Contract: $1,633,932.99
<br />Contract No: 2007-00002 Current Amount: $1,677,376.39
<br />PO #: 2007100052 Contract Award Date: 07/24/2006
<br />Assessable: No Completion Date: 08/30/2007
<br />Line Description Last Chng Ord
<br />Unit Price
<br />Unit Measure Current Contract Est iaiated Payment
<br />Quantit Cumulative Totals
<br />6 C
<br /> y Amp~t
<br />Quantity
<br />Amount
<br />Quantit omplete
<br /> y Amount
<br />0220 CONCRETE MANHOLE, 72 INCH DIA. $4
<br />950
<br />00 EACH
<br />
<br />
<br />0230
<br />
<br />POLLUTION CONTROL CONC MFi INST ,
<br />. 2.000
<br />$9,900.00
<br />0.000
<br />$0.00
<br />2.000
<br />$9,900.00
<br />100.00
<br /> $4,506.00 EACH 1.000
<br />$4,508.00
<br />0.000
<br />$0
<br />00
<br />1
<br />0
<br />
<br />0240
<br />MZNOR ADJUSTMENT OF MANHOLES . .
<br />00 $4,508.00 100.00
<br /> $625.00 EACH 20.000
<br />$12,500.00
<br />0.000
<br />$0
<br />00
<br />0
<br />00 -
<br />
<br />0250
<br />MAJOR ADJUSTMENT OF MANHOLES . .
<br />0 $0.00 0.00
<br /> $1,022.00 EACH 6.000
<br />$6,132.00
<br />0.000
<br />
<br />$0.00
<br />
<br />0
<br />000
<br />0260 ADJUSTING CATCH BASINS . $0.00 0.00
<br /> $957.60 EACH 3.000 $2,872.80 0.000 $0
<br />00 0
<br />000
<br />
<br />0270
<br />TRENCH RESURFACING . . $0.00
<br />0.00
<br /> $35.42 SQYD 1,685.000 $59,682.70 0.000 $0
<br />00 0
<br />0
<br />
<br />0280
<br />CURB CUT SPILLWAYS . .
<br />00 $0.00 0.00
<br />
<br />0290 $180.00 EACH
<br />30.000
<br />$5,400.00
<br />30.000
<br />$5,400.00
<br />30.000
<br />$5
<br />400
<br />00
<br />
<br />CONCRETE INLETS, TYPE D
<br />$912
<br />39
<br />EACH ,
<br />. 100.00
<br />
<br />
<br />0300
<br />
<br />BZOSWALES, GRASSY AND VEGETATE . 21.000
<br />$19,160.19
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br /> $3.00 FT
<br />3,385.000
<br />$10,155.00
<br />0.000
<br />$0
<br />00
<br />0
<br />00
<br />
<br />0310
<br />GRANULAR DRAIN BACKFILL . .
<br />0 $0.00
<br />0.00
<br />
<br />0320
<br />GR $30.00 CUYD 60.000 $1,800.00 27.370 $821.10 27.370
<br />$821
<br />10
<br />
<br />ANULAR STRUCTURE BACKFILL
<br />$30
<br />00
<br />CUYD . 46.00
<br />
<br />
<br />0330
<br />
<br />STRUCTURE EXCAVATION . 110.000 $3,300.00 0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />
<br />0340 $14.00 CUYD 172.000
<br />$2,408.00
<br />54.740
<br />$766.36
<br />54.740
<br />$766
<br />36
<br />
<br />RETAINING WALL, CONVENTIONAL S
<br />$26
<br />00
<br />SQFT . 32.00
<br />
<br />
<br />0350
<br />
<br />COLD PLANE PAVEMENT REMOVAL . 1,305.000 $33,930.00 739.000 $19,214.00 739.000
<br />$19,214.00
<br />57.00
<br />
<br />0360
<br />" $0.80 SQPT 7,700.000
<br />$6,160.00
<br />6,693.000
<br />$5,354.40
<br />6,693.000
<br />$5
<br />354
<br />40
<br />
<br />1 1/2
<br />-0 DENSE GRADED AGGREGAT ,
<br />. 87.00
<br />
<br />0370 $6.28 SQYD 18,401.000
<br />$115,558.28
<br />3,681.000
<br />$23,116.68
<br />18,883.500
<br />$118
<br />588
<br />38
<br />
<br />LEVEL 3, 1/2 INCH DENSE, HMAC
<br />$40
<br />55
<br />TON ,
<br />. 103.00
<br /> . 2,940.000
<br />$119,217.00
<br />0.000
<br />$0
<br />00
<br />0
<br />000
<br />
<br />0380
<br />LEVEL 3, 3/4 INCH DENSE, HMAC
<br />$90
<br />55
<br />TO . . $0.00 0.00
<br /> . N
<br />3,920.000
<br />$156,956.00
<br />0.000
<br />$0
<br />00
<br />0
<br />000
<br />
<br />0390
<br />EXTRA FOR ASPHALT APPROACHES . . $0.00
<br />0.00
<br /> $255.00 EACH 54.000 $13,770.00 0.000 $0
<br />00 0
<br />0
<br />
<br />
<br />0900
<br />
<br />CONCRETE CURB AND GUTTER . .
<br />00
<br />$0.00
<br />0.00
<br /> $8.00 FOOT
<br />8,290.000
<br />$66,320.00
<br />8,379.000
<br />$67
<br />032.00
<br />8
<br />379
<br />000
<br />0410 CONCRHTE DRIVEWAYS, 7 INCH , ,
<br />. $67,032.00 101.00
<br /> $5.18 SQFT 7,880.000 $40,818.40 1,970.000 $10
<br />204.60 1
<br />970
<br />000
<br />
<br />0420
<br />CONCRETE WALKS, 4 ZNCH , ,
<br />. $10,204.60 25.00
<br />
<br />0430
<br />C $2.76 SQPT 19,448.000
<br />$53,676.48
<br />12,641.200
<br />$34,889.71
<br />12,641.200
<br />$34
<br />889
<br />71
<br />
<br />ONCRETE WALKS, 8 INCH
<br />$9.00
<br />SQFT
<br />4 ,
<br />. 65.00
<br />
<br />
<br />0440
<br />
<br />TRUNCATED DOMfi DETECTABLE WARN 4,216.000
<br />$176,864.00
<br />37,584.000
<br />$150,336.00
<br />37,584.000
<br />$150,336.00
<br />M 85.00
<br /> $23.76 SQFT 250.000
<br />$5,940.00
<br />40.000
<br />$950.40
<br />40
<br />000
<br />
<br />0450
<br />REMOVABLE BOLLARDS . $950.40 16.00
<br /> $520.00 EACH
<br />3.000
<br />$1,560.00
<br />0.000
<br />$0.00
<br />0
<br />000
<br /> . $D. 0
<br />0.00
<br />
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