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Run Date: 12/10/2007 14:56:20
<br /> . City of Eugene
<br />Page 3
<br /> Contract Preliminary Progress Payment
<br /> Payment No 007
<br />Contractor: DSLTA CONST.
<br />Job #: 93-003693
<br />Contract No: 2007-00002
<br />
<br />PO #: 2007100052
<br />Assessable: Yee Ori final Cont tact:
<br />Current Amount: $1,633,932.99
<br />$1,713,125.15
<br />Contract Award Date: 07/24/2006
<br />Completion Date: 08/30/2007
<br />
<br />Line
<br />Description
<br />Last Chng Ord
<br />Unit Price
<br />Unit Meaaure Current Contract
<br />Quantity Amouat Estimated Payment
<br />Quantity
<br />Amount Cumulative
<br />Quantity Totals
<br />Amount t Complete
<br />0210
<br />022o
<br />0230
<br />0231
<br />0240 CONCRETE MANHOLE
<br />CONCRBTB MANHDLS, 72 INCB aiA.
<br />POLLUTION CONTROL CONC MH INST
<br />72" STORMWATER SEDIMTATION MN
<br />MINOR ADJUSTMENT OF MANHOLES
<br />
<br />
<br />04 $2,495.00
<br />$4,950.00
<br />$4,508.00
<br />$3,322.00
<br />$625.00 EACH
<br />SACB
<br />EACH
<br />LUMPSUM
<br />EACH 14.000
<br />2.000
<br />1.000
<br />1.000
<br />20.000 $34,930.00
<br />$9,900.00
<br />$4,508.00
<br />$3,322.00
<br />$12,500.00 0.000
<br />0.000
<br />0.000
<br />0.000
<br />0.000 $0
<br />$0
<br />$0
<br />$0
<br />$0 .00
<br />.00
<br />.00
<br />.00
<br />.00 12.000
<br />3.000
<br />1.000
<br />1.000
<br />22.000 $29,940.00
<br />$14,850.00
<br />$4,508.00
<br />$3,322.00
<br />$13
<br />750
<br />00 86.00
<br />150.00
<br />100.00
<br />100.00
<br />110
<br />00
<br />0250
<br />0251
<br />0260 MAJOR ADJUSTMENT OF MANHOLES
<br />REM/REPL MANHOLE FRAME 6 COVER
<br />ADJU3TZNG CATCH BASINS
<br />006 $1,022.00
<br />$2,179.87
<br />$957.60 EACH
<br />LUMPSUM
<br />EACH 6.000
<br />1.000
<br />3.000 $6,132.00
<br />$2,179.87
<br />$2,872.80 0.000
<br />0.000
<br />0.000 $0
<br />$0
<br />$0 .00
<br />.00
<br />.00 6.000
<br />1.000
<br />0.000 ,
<br />.
<br />$6,132.00
<br />$2,179.87
<br />$0
<br />00 .
<br />100.00
<br />100.00
<br />0
<br />00
<br />0261
<br />0270
<br />0280 ADDITONAL STORMWATER CONNECTIO
<br />TRENCH RESURFACING
<br />CURB CUT SPILLWAYS 004 $600.00
<br />$35.42
<br />$180.00 EACH
<br />SQYD
<br />EACH ~ 3.000
<br />1,685.000
<br />30.000 $1,800.00
<br />$59,682.70
<br />$5,400.00 0.000
<br />0.000
<br />0.000 $0.00
<br />$0.00
<br />$0.00 3.000
<br />0.000
<br />33.000 .
<br />$1,800.00
<br />$0.00
<br />$5
<br />940
<br />00 .
<br />100.00
<br />0.00
<br />110
<br />00
<br />0290
<br />0300
<br />0310 CONCRETE INLETS, TYPE D
<br />BIOSWALES, GRASSY AND VEGETATE
<br />GRANULAR DRAIN BACKFILL $912.39
<br />$3.00
<br />$30.00 EACH
<br />FT
<br />CUYD 21.000
<br />3,385.000
<br />60.000 $19,160.19
<br />$10,155.00
<br />$1,800.00 0.000
<br />0.000
<br />0.000 $0.
<br />$0.
<br />$0. 00
<br />00
<br />00 21.000
<br />3,079.000
<br />33.000 ,
<br />.
<br />$19,160.19
<br />$9,237.00
<br />$990
<br />00 .
<br />100.00
<br />91.00
<br />55
<br />00
<br />0320
<br />0330
<br />0340
<br />0341
<br />0350
<br />0360
<br />0370
<br />0380
<br />0390 GRANULAR STRUCTURE HACKFILL
<br />STRUCTURE EXCAVATION
<br />RETAINING WALL, CONVENTIONAL S
<br />REBUILD RETAINING WALL
<br />COLD PLANE PAVEMENT REMOVAL
<br />1 1/2"-0 DENSE GRADED AGGREGAT
<br />LEVEL 3, 1/2 INCH DENSE, HMAC
<br />LEVEL 3, 3/4 INCH DENSE, HMAC
<br />EXTRA FOR ASPHALT APPROACHES
<br />
<br />
<br />06 $30.00
<br />$14.00
<br />$26.00
<br />$4,696.17
<br />$0.80
<br />$6.28
<br />$40.55
<br />$40.55
<br />$255.00 CUYD
<br />CUYD
<br />SQFT
<br />LUMPSUM
<br />SQFT
<br />S YD
<br />TON
<br />TON
<br />EACH 110.000
<br />172.000
<br />1,305.000
<br />1.000
<br />7,700.000
<br />18,401.000
<br />2,940.000
<br />3,920.000
<br />54.000 $3,300.00
<br />$2,408.00
<br />$33,930.00
<br />$4,696.17
<br />$6,160.00
<br />$115,558.28
<br />$119,217.00
<br />$158,956.00
<br />$13,770.00 0.000
<br />0.000
<br />0.000
<br />0.000
<br />0.000
<br />0.000
<br />0.000
<br />0.000
<br />0.000 $0.00
<br />$0.00
<br />$0.00
<br />$0.00
<br />$0.00
<br />$0.00
<br />$0.00
<br />$0.00
<br />$0.00 13.000
<br />66.000
<br />891.000
<br />1.000
<br />6,693.000
<br />18,990.900
<br />2,096.780
<br />4,350.310
<br />42.000 .
<br />$390.00
<br />$924.00
<br />$23,166.00
<br />$4,696.17
<br />$5,354.90
<br />$119,262.85
<br />$85,024.43
<br />$176,405.07
<br />$10
<br />710.00 .
<br />12.00
<br />38.00
<br />68.00
<br />100.00
<br />87.00
<br />103.00
<br />71.00
<br />111.00
<br />78
<br />00
<br />0400 CONCRETE CURB AND GUTTER $8.00 FOOT 8,290.000 $66,320.00 0.000 $0. 00 8,402.000 ,
<br />$67,216.00 .
<br />101.00
<br />
<br />
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