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Page 4
<br />Ran Dates 12/07/2009 ue51:08
<br />City of Eugene
<br />Contract
<br />Preliminary Progress Payment
<br />Paysumt No s 004
<br />Contractor- WHAT CONSTRUCTION CO.
<br />Job 93=004.378
<br />Contract Nos 2010-00003
<br />PO 2010100057
<br />Original Contract: $3,438,410.50
<br />Current Amounts $3,438,410.50
<br />Contract Award Date. 01/27/2008
<br />Completion Date: 08/3112010
<br />Assessable: No
<br />7 Line Desorintion Last Cbng Ord
<br />Unit Price
<br />unit Measure
<br />Current Contract
<br />Quantity
<br />Amount
<br />Estimated Payment
<br />Qmantiiv
<br />Amwnt
<br />Cumulative Totals
<br />Quantity
<br />Amount
<br />8 CoVlete
<br />0466
<br />0470
<br />0480
<br />0490
<br />0500
<br />0510
<br />0520
<br />0530_
<br />0540
<br />DRILLED SHAFT CONCRETE
<br />DRILLED SHAFT RBINFORCBMEMT
<br />CSL TEST ACCESS TUBES
<br />DRILLED SBAFT EXCAVATION, 48 I
<br />DRILLED SHAPT EXCAVATION 96 I
<br />REINFORCEMENT
<br />DECK CONCRETE, CLASS HPC5000
<br />GMUMAL STRUCTURAL CONCRETE, C
<br />GSNBRAL STRUCTURAL CONCRETE, c
<br />$1001,000.00
<br />$66,000.00
<br />510.00
<br />$200.00
<br />$400.00
<br />$150,000.00
<br />$715,000.00
<br />$S0.000.00
<br />$70,00.0.00
<br />LUMPSUM
<br />Lum'SUN
<br />_POOT
<br />FT
<br />PT
<br />LUMPSUM
<br />LUMPSUM
<br />LUMPSUM
<br />LUMPSUM
<br />1.000
<br />1.000
<br />2,400.000
<br />511.000
<br />4S.000
<br />1.000
<br />1.000
<br />1.000
<br />1:000
<br />$100,000.00
<br />60 000.00
<br />$24,000.00
<br />$102,200.00
<br />$18,000.00
<br />$150,000.00
<br />$715,000.00
<br />$50,000.00
<br />$70,000.00
<br />D.306
<br />0.306
<br />843.600
<br />211.000
<br />0.000
<br />0.096
<br />0.000
<br />0.000
<br />0.780
<br />$30,600.00
<br />38,360.00
<br />$8,436.00
<br />$42,200.00
<br />12,00,
<br />$14,400.00
<br />$0.00
<br />$0.00
<br />$54,600.00
<br />1.000
<br />2.000
<br />2,403.600
<br />511.000
<br />4S.000
<br />0.108
<br />0.000
<br />0.000
<br />0.890
<br />$300,000.00
<br />60 000.00
<br />$24,036.00
<br />$].02,200.00
<br />$18,000.00
<br />$16,140 00
<br />$0 00
<br />$0.00
<br />$62,300 00
<br />100.00
<br />100.00
<br />100.00
<br />100.00
<br />100.00
<br />11.00
<br />M 0.00
<br />0.00
<br />89.00
<br />0550
<br />PRECAST CONCRETE DECK PANELS
<br />$12,000.00
<br />EACH
<br />15.000
<br />$180,000.00
<br />0.000-
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0560
<br />PRECAST CONCRETE PYLON LEGS
<br />$130,000.00
<br />EACH
<br />2.000
<br />$260,000.00
<br />0.000
<br />$0.00
<br />_ 01000
<br />$0.00
<br />0.00
<br />0570
<br />POST-THNSIONING
<br />$80,000.00
<br />LUMPSUM
<br />1.000
<br />$80;000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0580
<br />PYLON LEG STRUCTURAL STEEL
<br />$38,000.00
<br />LUMPSUM
<br />1.000
<br />$38,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0590
<br />EXPANSION JOINT HANGER SYSTEMS
<br />$8,000-00
<br />LUMPSUM
<br />1.000
<br />$8,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0600
<br />CABLE STAYS
<br />$250,000.00
<br />LUMPSUM
<br />11000
<br />$250,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0610
<br />BEARING DBVICES, BENT 1
<br />$100.00
<br />EACH
<br />2.000
<br />$200.00
<br />0.000
<br />$0.00
<br />0.000
<br />40.00
<br />0.00
<br />0620
<br />BEAP-MG DEVICES BENT 18
<br />2100 00
<br />EACH
<br />2 000
<br />$200,00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.0-0--
<br />0630
<br />1 1/4 IN. ELECTRICAL CONDUIT
<br />$12.00
<br />FOOT
<br />1,800.000
<br />$21,600.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0 00
<br />0640
<br />DOOM JOINT SEALS
<br />$1,000-00
<br />LUMPSUM
<br />1.000
<br />51,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0650
<br />PREFORMED ELASTOMERIC STRIP BE
<br />$16,000.00
<br />LUMPSUM
<br />1.000
<br />$16,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0660
<br />PEDESTRIAN BRIDGE RAIL
<br />$160,000.00
<br />LUMPSUM
<br />1.000
<br />$160,000.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0670
<br />RETAINING WALL, MSE, NO. 1
<br />$50.00
<br />SOFT
<br />201.000
<br />$10,650.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0.00
<br />0.00
<br />0680
<br />RETAINING WALL MSE NO 2
<br />$S0.00
<br />SOFT
<br />1,956.000
<br />$97,800.00
<br />0.0()0
<br />$0.00
<br />0.000
<br />$0.00
<br />0 00
<br />0690
<br />MSS WALL COPING, TYPE 1
<br />$130.00
<br />FOOT
<br />283':000
<br />_ $36,790.00
<br />0.000
<br />$0.00
<br />0.000
<br />$0 00
<br />0.00
<br />
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