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<br />Run Data: 06/06/2007 10:55:25
<br />f~
<br /> City of Eugene
<br /> Contract Preliminary Progress Payment
<br /> Payment No z 001
<br />Contractor: DELTA CONST.
<br /> Job #: 93-003693 Original Contract: $1
<br />633
<br />932
<br />99
<br />Contract No: 2007-00002 Current Amount: ,
<br />,
<br />.
<br />$1
<br />677
<br />376
<br />39
<br /> PO #: 2007100052 ,
<br />,
<br />.
<br />Contract Award Date: 07/24/2006
<br />Assessable: No Completion Date: 08/30/2007
<br />Line Description Last C_ hng Ord Unit Price Uait Qu~rent Contract
<br />Measu Hstimated payment C
<br />
<br />re Quantity Amount
<br />a
<br />Qu nti[y
<br />
<br />A umulative Totals
<br /> mount Quantity Amount
<br />0220 CONCRETE MANHOLE, 72 INCH DIA
<br />
<br />
<br />0230 .
<br />
<br />POLLUTION CONTROL CONC MH INST
<br />$4,950.00
<br />EACH
<br />2.000 $9,900.00
<br />2.000
<br />
<br />$9,900.00
<br />
<br />2.000
<br />
<br />$9
<br />900
<br />00
<br />
<br />0290
<br />MINOR ADJUSTMENT OP MANHOLES $4,508.00 EACH 1.000 $4,508.00 1.000
<br />$4,508.00
<br />1.000 ,
<br />.
<br />$4
<br />508
<br />00
<br />
<br />0250
<br />MAJOR ADJUSTMENT OF MANHOLES $625.00 EACH 20.000 $12,500.00 0.000
<br />$0.00
<br />0.000 ,
<br />.
<br />
<br />$1,022.00
<br />EACH
<br />6.000 $6
<br />132
<br />00 $0.00
<br />
<br />0260
<br />ADJUSTING CATCH BASINS ,
<br />. 0.000
<br />$0.00
<br />0.000
<br />$0
<br />00
<br />
<br />0270 $957.60 EACH 3.000 $2,872.80 0.000 .
<br /> TRBNCH RHSURFACING $0.00 0.000 $0 00
<br />
<br />0280
<br />CURB CUT SPILLWAYS $35.42 SQYD 1,685.000 $59,682.70 0.000
<br />$0.00
<br />0
<br />000
<br />
<br />$180.00
<br />EACH
<br />30.000 $5
<br />400
<br />00 . $0.00
<br />
<br />0290
<br />CONCRETE INLETS, TYPE D ,
<br />. 0.000
<br />$0.00
<br />0.000
<br />$0
<br />00
<br />
<br />0300 $912.39 EACH 21.000 $19,160.19 0
<br />000 .
<br /> BIOSWALHS, GRASSY AND VEGETATE . $0.00 0.000 $0.00
<br />
<br />0310
<br />GRANULAR DRAIN BACKFILL $3.00 FT 3,385.000 $10,155.00 0.000
<br />$0.00
<br />0
<br />000
<br />
<br />$30.00
<br />CUYD . $0.00
<br />
<br />0320
<br />GRANULAR STRUCTURE BACKFILL 60.000 $1,800.00 0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />
<br />0330
<br />STRUCTURE EXCAVATION $30.00 CUYD 110.000 $3,300.00 0.000
<br />$0.00
<br />0
<br />000
<br />
<br />$14.00
<br />CUYD . $0.00
<br />
<br />0340
<br />RETAINING WALL, CONVENTIONAL S 172.000 $2,408.00 0.000
<br />$0.00
<br />0.000
<br />$0
<br />00
<br />
<br />0350
<br />COLD PLANE PAVEMENT REMOVAL $26.00 SQFT 1,305.000 $33,930.00 0.000
<br />$0.00
<br />0.000 .
<br />
<br />
<br />0360
<br />
<br />1 1/2"-0 DENSE GRADED AGGREGA
<br />$0.80
<br />SQFT
<br />7,700.000 $6,160.00
<br />0.000
<br />
<br />$0.00
<br />
<br />0
<br />000 $0.00
<br />
<br />
<br />0370 T
<br />
<br />LEVEL 3, 1/2 INCH DENSE
<br />H
<br />$6.28
<br />SQYD
<br />18,401.000 $115,558.28
<br />15,202.500
<br />
<br />$95,471.70 .
<br />
<br />15
<br />202
<br />500 $0.00
<br /> ,
<br />MAC
<br />$40.55
<br />TON ,
<br />. $95,471.70
<br />
<br />0380
<br />LEVEL 3, 3/4 2NCH DENSE, HMAC 2,940.000 $119,217.00 0.000
<br />$0.00
<br />0.000
<br />$0
<br />00
<br />
<br />0390 $40.55 TON 3,920.000 $158,956.00 0
<br />000 .
<br /> EXTRA FOR ASPHALT APPROACHES . $0.00 0.000 $0.00
<br />
<br />0400
<br />CONCRETE CURB AND GUTTER $255.00 EACH 54.000 $13,770.00 0.000
<br />$0.00
<br />0
<br />000
<br />
<br />
<br />0910
<br />$8.00
<br />FOOT
<br />8,290.000 $66,320.00
<br />0
<br />000 . $0.00
<br /> CONCRETE DRIVEWAYS, 7 INCH . $0.00 0.000 $0.00
<br />
<br />0420
<br />CONCRETE WALKS
<br />4 INCH $5.18 SQFT 7,880.000 $40,818.40 0.000
<br />$0.00
<br />0.000
<br />
<br />
<br />0430 ,
<br />$2.76
<br />SQFT
<br />19,448.000 $53,676.48
<br />0
<br />000 $0.00
<br /> CONCRETE WALKS, B INCH . $0.00 0.000 $0
<br />00
<br />
<br />0440
<br />TRUNCATED DOME DETECTABLE WARN $9.00 SQFT 44,216.000 $176,864.00 0.000
<br />$0.00
<br />0.000 .
<br />
<br />$23.76 SQFT
<br />250.000 $5
<br />940
<br />00 $0.00 M
<br />
<br />0450
<br />REMOVABLE BOLLARDS ,
<br />. 0.000
<br />0.00
<br />0.000
<br />$0
<br />00
<br /> $520.00 EACH 3.000 $1,560.00 0
<br />000 .
<br /> . $0.00 0.000 $0.00
<br />Page 3
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<br />83.00
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