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Run Date: 04/09/2008 14:51:05
<br /> City of Eugene Page 3
<br />• Contract Preliminary Progress Payment
<br /> Payment No 011 Final Pay
<br />Contractor: DELTA CONST.
<br /> lob #; 93-003693 Original Contract: $1
<br />633
<br />932
<br />99 "
<br />Contract No: 2007-00002 Current Amount: ,
<br />,
<br />.
<br />$1,720
<br />710.88
<br /> PO #: 2007100052 ,
<br />Contract Award Date: 07/24/2006
<br />Assessable: Yes Completion Date: 08/30/2007
<br />Line Description Last Chng Ord
<br />Unit Price
<br />Unit Meas Current Contract
<br />ure Estimated Payment Cumulative T otals
<br /> Quantity Amount Quantity Amp~t
<br />Quantity
<br />A $ Complete
<br />
<br />0201
<br />CATCH BASIN-ADDITIONAL
<br />009 mouat
<br />
<br />0210
<br />CONCRETE MANHOLE $1,479.00 LUMPSUM 1.000 $1,479.00 1.000 $1,479.00 1.000
<br />$1
<br />479
<br />00
<br />
<br />$2,495.00
<br />EACH
<br />14.000 $34,930.00
<br />0.000
<br />$0
<br />00
<br />12 ,
<br />. 100.00
<br />
<br />0220
<br />CONCRETE NANAOLS, 72 INCA DIR. . .000
<br />$29,990.00
<br />86.00
<br />
<br />0230
<br />POLLUTION CONTROL CONC MH INS $4,950.00 MACH 2.000 $9,900.00 0.000 $0.00 3.000
<br />$14
<br />850.00
<br />150
<br /> T
<br />$4,508.00
<br />EACH
<br />1.000 $4
<br />508.00
<br />0
<br />000 , .00
<br />
<br />0231
<br />72" STORMWATER SEDIMTATION MN
<br />004 , . $0.00 1.000
<br />$4,508.00
<br />100
<br />00
<br />024 $3,322.00 LUMPSUM 1.000 $3,322.00 0.000 $0
<br />00 1 .
<br />
<br />0
<br />MINOR ADJUSTMENT OF MANHOLES . .000
<br />$3,322.00
<br />100.00
<br />
<br />
<br />0250
<br />
<br />MAJOR ADJUSTMENT OF MANHOLES $625.00 EACH 20.000 $12,500.00 0.000
<br />$0.00
<br />22.000
<br />$13,750.00
<br />110
<br />00
<br />
<br />0251
<br />REM/REPL MANHOLE FRAME 6 COV $1,022.00 EACH 6.000 $6,132.00 0.000 $0.00 6.000
<br />$6
<br />132
<br />00 .
<br />10
<br /> ER 006
<br />$2,179.87
<br />LUMPSUM
<br />1.000 $2
<br />179.87
<br />0
<br />000 ,
<br />. 0.00
<br />0260
<br />ADJUSTING CATCH BASINS , . $0.00 1.000 $2,179.87 100.00
<br />
<br />
<br />0261
<br />
<br />ADDITONAL STORMWATER CONNECTIO
<br />
<br />0 $957.60 EACH
<br />3.000 $2,672.80
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />
<br />0
<br />00
<br />
<br />0270
<br />TRENCH RESURFAC127G 04 $600.00 EACH 3.000 $1,800.00 0.000 $0.00 3.000
<br />$1
<br />800
<br />00 .
<br />
<br />$35.42
<br />S YD
<br />Q
<br />
<br />1,685.000
<br />$59
<br />682.70
<br />0
<br />000 ,
<br />. 100.00
<br />0280 CURB CUT SPILLWAYS , . $0.00 0.000 $0.00 0.00
<br />
<br />0290
<br />CONCRETE INLETS, TypE p $180.00 EACH 30.000 $5,400.00 0.000 $0.00 33.000
<br />$5,940.00
<br />110
<br />00
<br />
<br />0300
<br />HIOSWALES, GRASSY AND VEGETATE $912.39 EACH 21.000 $19,160.19 0.000 $0.00 21.000
<br />$19,160.19 .
<br />100.00
<br />
<br />0310
<br />GRANULAR DRAIN BACKFILL $3.00 PT 3,385.000 $10,155.00 0.000
<br />$0.00
<br />3,079.000
<br />$9
<br />237
<br />00
<br />
<br />$30.00
<br />CUYD
<br />,
<br />. 91.00
<br />
<br />
<br />0320
<br />
<br />GRANULAR STRUCTURE BACKFILL 60.000 $1,600.00 0.000
<br />$0.00
<br />33.000
<br />$990.00
<br />55.00
<br />
<br />
<br />0330
<br />
<br />STRUCTURE EXCAVATION $30.00 CUYD
<br />110.000 $3,300.00
<br />0.000
<br />$0.00
<br />13.000
<br />$390
<br />00
<br />
<br />03
<br />$14.00
<br />CUYD
<br />172.000 $2,408.00
<br />0.000
<br />$0
<br />00
<br />66 . 12.00
<br />
<br />90
<br />RETAINING WALL, CONVENTIONAL $ . .000
<br />$924.00
<br />38.00
<br />
<br />0341
<br />REBUILD RETAINING WALL $26.00 SQFT 1,305.000 $33,930.00 0.000 $0.00 891.000
<br />$23
<br />166
<br />00
<br />6
<br />
<br />006
<br />$4,696.17
<br />LUMPSUM
<br />1.000
<br />$4
<br />696
<br />17
<br />
<br />0
<br />000 ,
<br />. 8.00
<br />
<br />0350
<br />COLD PLANS PAVEMENT REMOVAL ,
<br />. . $0.00 1.OD0 $4,696.17 100.00
<br />
<br />0360
<br />1 1/2"-0 DENSE GRADED AGGREGAT $0.80 S FT 7,700.000 $6,160.00 0.000 $0.00 6,693.000
<br />$5
<br />354
<br />40
<br />87
<br />
<br />03
<br />$6.28
<br />SQYD
<br />18,401.000 $115,558.28
<br />0.000
<br />$0
<br />00
<br />19 ,
<br />. .00
<br />
<br />70
<br />LBVEL 3, 1/2 INCH DENSE, HMAC . ,008.000
<br />$119,370.24
<br />103
<br />00
<br />
<br />0380
<br />LEVEL 3
<br />3/4 INCH DENSE
<br />H $40.55 TON 2,940.000 $119,217.00 0.000 $0.00 2,096.780
<br />$85
<br />024
<br />43 .
<br /> ,
<br />,
<br />MAC
<br />$40.55
<br />TON
<br />3,920.000 $158
<br />956
<br />00
<br />0
<br />000 ,
<br />. 71.00
<br />
<br />0390
<br />EXTRA FOR ASPHALT APPROACHES ,
<br />. . $0.00 4,350.310
<br />$176,405.07
<br />111
<br />00
<br /> $255.00 EACH 54.000 $13,770.00 0.000 $0
<br />00 .
<br /> . 42.000
<br />$10,710.00
<br />78.00
<br />~ < <
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