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CITY OF EUGENE DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION Change Order Job# 4311 COMrett # 2007-15 CONTRACTOR: Wildiah Construction Co. Change Order # 1 (ADDRESS) P.O. Box 7428 Dale: 03129/07 Eugene, OR 97401 CAMS Date: Reviewed by: Date: PROJECT: Glenwacd Boulevard Extension al Judkins Point south Inspector. R. Foss interchange on Interstate 5 Proj. Mgr. T. Higoins Prlncipet Enp. M. Cahill You are directed to make the following changes in this contract: Contrail item No. t t0 Decreasi this Ana due to the additional im ort stone embankment item. 600 Im Stone Embankment The Contrador Devalo er and C a ree to the followin The Contractor will clear antl rub the area at the bottom of the bas(n around storm outlet 71808. The ciead tlebria and strl in swill be hauled ofisite. As directed b the Ci or the bevel er's Geotechnical En sneer the contractor will remove additional unsuitable soils and ma lace those materials within the work limits. As dlrts3ed the O tx the bevel is Geotechnical En sneer the contrador shall lace fabHc at the contrail unit rice and then shall im rt B inch stone embankment material to stabilize the lower areas around the toe of slo .The Im art atone embankment will be laced as directed b the Ci or the bevel is Geotechnkal En sneer, A roximatel 1850 tons is estimated at a unit wst of 520.00 er ton. The a read unit wal r ton includes the condl8on that the Contractor can dis se of excess material on the ad scent site owned b the devel er. The Devalo er Is res onsible for aecurln all ermits re ulred for this All. H the Devalo er fails to obtain the necessa erm(is at the time of excavation the Contractor will be entitled to a fair un(t rice cha a order to dis se of the material offalle. All erosion control measures re wired as a result of the stock sled excess material will be the res nslbilit of the Devalo er under the ad scent PEPI ermit. The actual uantit old will I>a measured b the truck ticket indicatin tons . This Chan a order does net mods en other "Lum Sum" bid items. This changes the bid items as follows: Contract Contract Item Time Quantity Unit Amended Net No. Item Change Units) Cost Amount (~l-) Chan a Change 110 Subgrede Stablllza0on 0 Inal 800.00 CY 35.00 28 000.00 (57,000.00) Revised 600.00 CY 35.00 21000.00 Amended 0.00 0.00 0.00 0.00 Ors Inal 0.00 0.00 0.00 ;0.00 Revised 0.00 0.00 0.00 800 Im ort Stone Embankment 0 Amended 1850.00 TN 20.00 S37 000.00 S37 000.00 Ors final 0.00 0.00 0.00 ;0.00 Revised 0.00 0.00 0.00 Amended 0.00 ;0.00 0.00 ;0.00 Ors Inal 0.00 0.00 0.00 f0,00 Revised 0.00 0.00 0.00 Amended 0.00 ;0.00 50.00 50.00 Orl anal 0.00 0.00 0.00 $0,00 Revised 0.00 0.00 0.00 Amended 0.00 50.00 f0.00 50.00 0 anal 0.00 0.00 0.00 ;0.00 Revised 0.00 0.00 0.00 Amended 0.00 50.00 50.00 50.00 The original contract work days are g.o da The contract time change this C.O 0.0 da The contract time change by previous C.O: s o.o da The new contract work da s are o.o de s The original contract sum was Ss52,as9.oo Net change by previous change order SO.oo Net change due to amendment by previous change order So.oo The contract sum prior to this change order was 5852,469.00 This change order will change contract sum by this amount 530,000.00 The new contract net change sum (57,000,00) The new contract amendment sum S37,oo0.00 ........................................._......_._...~.__w_._......................... The new contract sum including this change order will be E882,a69,o0 Peroenta a of oil lnal contreCt _ 3.52% e NET CHANGE DUE O AMENDMENTS 4.34 /e Appro I by: 11`'1 I ngineer Pf~ t ctor Thi Party ~rK~t/Df/ ~~~,~a ~ 07 y~31~1 t:c~ Date Da Dat~r- CONTRACTOR ~ OFFICE FILE ~ PURCHASING/CRO QIFORMS\PROJECTCONSTREVISED CHANGE ORDER.XLS