GJN3502 Wildish Change Order 1 - Laserfiche WebLink

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~~TY OF EUGENE EPD ARTMENT OF PUBLIC WORKS ENGINEERING DIVISION Change Order CONTRACTOR: WILDISH CONSTRUCTION CO. (ADDRESS) P 0 BOX 7428 Eugene, OR 97401-0428 PROJECT: -Paving, curbs, gutters, sidewalks, median, street lights, traffic signal, street trees, wastewater, and storm water drainage on Garden Way from Sisters View Ave. to Martin Luther King Jr. Blvd. north side of Martin Luther King Jr. Bivd. from Marche Chase Drive to I-5 You arei directed to make the following changes in this contract: Contract!, Job # 3502 Contract # 2004-20 Change Omer # 1 Date: 07/20!04 CAMS Date: Reviewed b : Date: Inspector: John Bonham Pai a Dickinson Proj. Mgr. Steve Gallu Principal Eng. Paul Klo e Item No. I 1060 lnc ease th de th of drivewa to 8" on three drivewa between stations 39+00 - 43+50 i 070 Re of roe t ree drivewa between station 39+00 - 43+50 with #4 rebar 1080 Ins II misc811aneous blocks ties and wire for reinforoin drivewa between stations 39+00 - 43+50. 1090 Ti and set rebar in drivewa between station 39+00 - 43+50 1100 in ase utter bar de th from standard 7" to 9" in de th between curb cuts each drivewa between station 39+00 - 43+50. 1110 PI a 'and finish extra PCC 1120 7. cu is rds of drivewa excavation same three drivewa 1130 re AC tween station 39+00 - 43+50 1140 re redin for vaned a r ate structure This ch~nges the bid items as follows: Contrast Contract Item ! No. '; Item Time Change Quantity (Units) Unit Cost Amount (+/.) Amended Change Net Change Ori anal 0.00 ~ 0.00 0.00 $0.00 Revised 0.00 0.00 0.00 1060 In eAse Drivewa to 8" De 0 Amended 3,50 ICY $70.00 $245.00 $245.00 Ori final 0.00 ; 0.00 0.00 $0.00 Revised 0.00 ? 0.00 0.00 1070 # R~bar - 20' Sticks 0 Amended 120.00 I Each $6.00 $720.00 $720.00 Ori final 0.00 I 0.00 0.00 $0.00 Revised 0.001 0.00 0.00 1080 S misc. blocks & tie wire for Reinfor ent 0 Amended 1.00 ILS $100.00 $100.00 $100.00 Ori final 0.00 ~ 0.00 ' 0.00 $0.00 Revised 0.00 0.00 0.00 1090 blocks 8<Tie Reber 0 Amended 24.00 IHR $55.00 $1320.00 $1320.00 ~, Ori final 0.00 ~ 0.00 0.00 $0.00 Revised 0.001 0.00 0.00 1100 I rease Gutter Bar De to 9" 0 Amended 1.00 'CY $70.00 $70.00 $70.00 Ori final 0.00 0.00 0.00 $0.00 Revised 0.00 ~ 0.00 0.00 1110 PI ce Extrd PCC 0 Amended 4.00 'HR $55.00 $220.00 $220.00 Ori final 0.00 ~ 0.00 0.00 $0.00 ~ Revised 0.00 ; 0.00 0.00 1120 7. CY of drivewa excavation 0 Amended 7.50 ICY $20.00 $150.00 $150.00 Ori final 0.00 ~ 0.00 0.00 $0.00 Revised 0.001 0.00 0.00 1130 E>I.tra AC additional 2" 0 Amended 168.60 ~ $46.00 $7 755.60 $7 755.60 Ori final 0.00 ~ 0.00 0.00 $0,00 Revised 0.00 0.00 0.00 1140 a radin for varied a re ate structure 0 Amended 1.00 ILS $1250.00 $1250.00 $1250.00 Ori anal 0.00 0.00 0.00 $0.00 ~ Revised 0.00 ; 0.00 0.00 0 Amended 0.00 ~ $0.00 $0.00 $0.00 o 'ginal contract work days are o.o da ntract time change this C.O 0.0 da The contract time change by previous C.O.'s o.o da Then w contract work da s are o.0 da The original contract sum was Net change by previous change order Net clparoge due to amendment by previous change orcler~~ The nt~ract sum prior to this change order was This ange order will change contract sum by this amount Then w contract net change sum The new contract amendment sum T-~e new contract sum including this chance order will be CONTRACTOR ~ OFFICE FILE Prime PURCHASING/CRO $2,079,450.75 $o.oo $0.00 $2,079,450.75 $11,830.60 $o.oo $11,830.60 $2,091,281.35 0.57% 0.57% Third Party Date Date