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Run Date: b4/07f2004 14:37:57 <br /> City of Eugene Page 6 <br /> <br />_. --_ _ <br />--_ __ _- -____ <br />_ ___._. _.__. Contract <br />_. _. __._ - Preliminary Progress Yayment_ <br />- <br />___.___ _. - <br />- --_-- - _ __ _ <br />__ _ _ <br />, ~ FaymeatNO 005 <br />Contractor: WILDISH CONST. <br />Job #: 93-003502 <br />Contract No: 2004-00020 <br />PO #: 2004050553 <br />Assessable: Yes Original Contract: $2,079,450.75 <br />Current Amount: $2,091,281.35 <br />Contract Award Date: 04/19/2004 <br />Completion Date: 09/04/2004 <br /> <br />Line <br />Description <br />Last Cling Ord <br />Omit Pri <br />U <br />it Current Contract Estimated Payment Cumulative Totals g Com <br />lete <br /> ce n <br />Measure Quantity Amount Quantity Amount Quantity Amount p <br />0940 <br />0950 <br />0960 <br />0970 <br />0980 DRAIN PI YB RCCP 15• <br />CONCRLTB CAP <br />THH/STM 10• % 12" <br />TSH/STN 10• % 15" <br />CONCRETE STORM SEWBR MANHOLES $66.00 <br />$13.00 <br />$200.00 <br />$150.00 <br />2 000.00 LINPT <br />LZNFS <br />EACH <br />EACH <br />EACH 66.000 $4,356.00 <br />300.000 $3,900.00 <br />2.000 $400.00 <br />3.000 $450.00 <br />17.000 $34,000.00 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 0.000 <br />388.000 <br />2.000 <br />3.000 <br />17.000 $0.00 <br />$5,044.00 <br />$400.00 <br />$450.00 <br />34 000.00 0.00 <br />129.00 <br />100.00 <br />100.00 <br />100.00 <br />0990 <br />1000 <br />1010 TV PIPE INSPECTION <br />iK HAYSAVBR SEPARATION SYS, CO <br />SBDIM@]T FSNCB UNSUPPORTED $1.00 <br />$20,000.00 <br />$4.00 LINFT <br />LUMPSUM <br />LINFT 6,700.000 $6,700.00 <br />1.000 $20,000.00 <br />355.000 $1,420.00 0.000 <br />0.000 <br />0.000 $0.00 <br />$0.00 <br />0.00 6,607.700 <br />1.000 <br />0.000 $6,607.70 <br />$20,000.00 <br />0.00 99.00 <br />100.00 <br />0.00 <br />1020 <br />1030 <br />1040 CONSTRUCPION ENTRANCES <br />CURB INLET SHDIMSti'PATION DAN <br />PERMANBNT SSHDING $500.00 <br />$250.00 <br />1 600.00 EACH <br />EACH <br />ACRH 2.000 $1,000.00 <br />4.000 $1,000.00 <br />2.000 $3,200.00 0.000 <br />0.000 <br />0.000 $0.00 <br />$0.00 <br />$0.00 2.000 <br />4.000 <br />0.000 $1,000.00 <br />$1,000.00 <br />$0.00 100.00 <br />100.00 <br />0.00 <br />1050 <br />1060 <br />1070 SMUISION DUST PALLIATIVE <br />INCREASE DRIVBWAY TO 8• DEPTH <br />#4 RSBAR-20' STICKS <br />001 <br />001 $0.50 <br />$70.00 <br />$6.00 SQYD <br />CUYD <br />EACH 3,000.000 $1,500.00 <br />3.500 $245.00 <br />120.000 720.00 0.000 <br />0.000 <br />0.000 $0.00 <br />$0.00 <br />$0.00 0.000 <br />3.500 <br />120.000 $0.00 <br />$245.00 <br />$720.00 0.00 <br />100.00 <br />100.00 <br />1080 <br />1090 <br />1100 HLOCKS/TIE WIRE FOR BNFORCHl~N <br />SET HLOCKS 4 TIE RBHAR <br />]17CRSASS GUTTER BAR DEPTH TO 9 001 <br />001 <br />001 $100.00 <br />$55.00 <br />$70.00 LDMPSUM <br />HOUR <br />CUYD 1.000 $100.00 <br />24.000 $1,320.00 <br />1.000 70.00 0.000 <br />0.000 <br />0.000 $0.00 <br />$0.00 <br />0.00 1.000 <br />24.000 <br />1.000 $100.00 <br />$1,320.00 <br />70.00 100.00 <br />100.00 <br />100.00 <br />1110 PLACE EXTRA PCC 001 $55.00 HOOK 4.000 $220.00 0.000 $0.00 4.000 $220.00 100.00 <br />1120 7.5 CY OF DRIVEWAY HXCAVATION 001 $20.00 CUYD 7.500 $150.00 0.000 $0.00 7.500 $150.00 100.00 <br />1130 EXTRA AC (ADDITIONAL 2") 001 46.00 TON 168.600 $7 755.60 0.000 $0.00 168.600 7 755.60 100.00 <br />1140 EXTRA GRADING FOR VARIED AGGRH 001 $1,250.00 LUMPSUM 1.000 $1,250.00 0.000 $0.00 1.000 $1,250.00 100.00 <br /> $2,091,281.35 $202,771.78 $1,684,483.58 <br /> <br />