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Run Date: 01/12/2011 16:12:28 <br />Contractor: WILDISH CONSTRUCTION <br />Job 93-004622 <br />Contract No: 2010-00026 <br />PO 2010100344 <br />Assessable: No <br />Descrintion <br />Last Chng Ord <br />City of Eugene <br />Contract Preliminary Progress Payment <br />Payment No : 006 Final Pay <br />Original Contract: $1,089,526.20 <br />Current Amount: $1,097,820.85 <br />Contract Award Date: 06/08/2010 <br />Completion Date: 09/02/2010 <br />Current Contract <br />Unit Price Unit Measure Quantity <br />Estimated Payment Cumulative Totals <br />Amount Quantity Amount Quantity <br />Page 4 <br />% Complete <br />0440 <br />PVMT LINE, TYPE B <br />$6.00 <br />SQFT <br />885.400 <br />$5,312.40 <br />0.000 <br />$0.00 <br />824.100 <br />$4,944.60 <br />93.00 <br />0450 <br />MONO-DIRECTIONAL CRYSTAL TYPE <br />$5.00 <br />EACH <br />124.000 <br />$620.00 <br />0.000 <br />$0.00 <br />114.000 <br />$570.00 <br />92.00 <br />0460 <br />BI-DIRECTIONAL YELLOW TYPE I M <br />$5.00 <br />EACH <br />22.000 <br />$110.00 <br />0.000 <br />$0.00 <br />24.000 <br />$120.00 <br />109.00 <br />0470 <br />THERMOPLASTIC, NON-PROFILE, 90 <br />$4,800.00 <br />LUMPSUM <br />1.000 <br />$4,800.00 <br />0.000 <br />$0.00 <br />1.000 <br />$4,800.00 <br />100.00 <br />0480 <br />TYPE Y3 SIGNS IN PLACE <br />$450.00 <br />EACH <br />2.000 <br />$900.00 <br />0.000 <br />$0.00 <br />2.000 <br />$900.00 <br />100.00 <br />0490 <br />JUNCTION BOX, TYPE 1 <br />$208.00 <br />EACH <br />4.000 <br />$832.00 <br />0.000 <br />$0.00 <br />5.000 <br />$1,040.00 <br />125.00 <br />0500 <br />JUNCTION BOX, TYPE 3 <br />$414.00 <br />EACH <br />9.000 <br />$3,726.00 <br />0.000 <br />$0.00 <br />8.000 <br />$3,312.00 <br />89.00 <br />0510 <br />CONDUIT UNDER HARD SURFACING <br />$56.00 <br />FOOT <br />621.000 <br />$34,776.00 <br />0.000 <br />$0.00 <br />657.000 <br />$36,792.00 <br />106.00 <br />0520 <br />CONDUIT IN LANDSCAPED AREA <br />$24.00 <br />EACH <br />84.000 <br />$2,016.00 <br />0.000 <br />$0.00 <br />270.000 <br />$6,480.00 <br />321.00 <br />0530 <br />REMOVE JUNCTION BOX <br />$80.00 <br />EACH <br />1.000 <br />$80.00 <br />0.000 <br />$0.00 <br />1.000 <br />$80.00 <br />100.00 <br />0540 <br />DE-WATERING (7/2/2010) <br />002 <br />$130.74 <br />LUMPSUM <br />1.000 <br />$130.74 <br />0.000 <br />$0.00 <br />1.000 <br />$130.74 <br />100.00 <br />0550 <br />CONCRETE CAP AT YMCA (7/2/2010 <br />002 <br />$809.86 <br />LUMPSUM <br />1.000 <br />$809.86 <br />0.000 <br />$0.00 <br />1.000 <br />$809.86 <br />100.00 <br />0560 <br />MAJOR MANHOLE ADJUSTMENT (7/6/ <br />002 <br />$785.71 <br />LUMPSUM <br />1.000 <br />$785.71 <br />0.000 <br />$0.00 <br />1.000 <br />$785.71 <br />100.00 <br />0570 <br />REMOVE 14' OF BURIED CURB (7/8 <br />002 <br />$908.23 <br />LUMPSUM <br />1.000 <br />$908.23 <br />0.000 <br />$0.00 <br />1.000 <br />$908.23 <br />100.00 <br />0580 <br />CONCRETE BACKFILL UNDER CURB ( <br />002 <br />$331.87 <br />LUMPSUM <br />1.000 <br />$331.87 <br />0.000 <br />$0.00 <br />1.000 <br />$331.87 <br />100.00 <br />0590 <br />REM/REPL CURB & GUTTER (7/19/2 <br />002 <br />$597.61 <br />LUMPSUM <br />1.000 <br />$597.61 <br />0.000 <br />$0.00 <br />1.000 <br />$597.61 <br />100.00 <br />0600 <br />REPLACE 10" STORM (7/20/2010) <br />003 <br />$1,511.82 <br />LUMPSUM <br />1.000 <br />$1,511.82 <br />0.000 <br />$0.00 <br />1.000 <br />$1,511.82 <br />100.00 <br />0610 <br />1' EXCAVATION OF AREAS MARKED <br />003 <br />$2,221.12 <br />LUMPSUM <br />1.000 <br />$2,221.12 <br />0.000 <br />$0.00 <br />1.000 <br />$2,221.12 <br />100.00 <br />0620 <br />DETAILED EXCAVATION AROUND SEW <br />003 <br />$1,041.89 <br />LUMPSUM <br />1.000 <br />$1,041.89 <br />0.000 <br />$0.00 <br />1.000 <br />$1,041.89 <br />100.00 <br />0630 <br />REMOVE CONCRETE BACKFILL IN SD <br />003 <br />$636.77 <br />LUMPSUM <br />1.000 <br />$636.77 <br />0.000 <br />$0.00 <br />1.000 <br />$636.77 <br />100.00 <br />0640 <br />4" WW SERV REPAIR & 10" SD REP <br />003 <br />$690.50 <br />LUMPSUM <br />1.000 <br />$690.50 <br />0.000 <br />$0.00 <br />1.000 <br />$690.50 <br />100.00 <br />0650 <br />DIGOUT 99' TRENCH 3.5' W & 4" <br />003 <br />$2,102.00 <br />LUMPSUM <br />1.000 <br />$2,102.00 <br />0.000 <br />$0.00 <br />1.000 <br />$2,102.00 <br />100.00 <br />0660 <br />MH AJUSTMENT CREDIT ($150 PER <br />004 <br />($150.00) <br />EACH <br />27.000 <br />($4,050.00) <br />0.000 <br />$0.00 <br />27.000 <br />($4,050.00) <br />100.00 <br />0670 <br />ADJUSTMENT TO LEVEL 3, 1/2 DEN <br />004 <br />($0.16) <br />TON <br />2,310.510 <br />($369.68) <br />0.000 <br />$0.00 <br />2,310.510 <br />($369.68) <br />100.00 <br />Amount <br />