New Search
My WebLink
|
Help
|
About
|
Sign Out
New Search
GJN4091 CO1
COE
>
PW
>
Admin
>
Finance
>
Capital
>
2008
>
GJN4091 CO1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/20/2010 2:27:02 PM
Creation date
6/27/2008 10:28:20 AM
Metadata
Fields
Template:
PW_Capital
PW_Document_Type_Capital
Contracts
PW_Active
No
External_View
No
GJN
004091
GL_Project_Number
945034
Identification_Number
2006100060
COE_Contract_Number
2006-00002
Retention_Destruction_Date
10/18/2016
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
.,~~~d 22 <br /> <br /> • CITY OF EUGENE <br /> DEPARTMENT OF PUBLIC WORKS ~z~~,s <br /> ENGINEERING DIVISION <br /> Change Order Jobs 4091 <br /> Contrails 2008.02 <br /> CONTRACTOR: Eugene Sand 6 Gravel Chanpa Orders 1 <br /> (ADDRESS) P.O. Box 1087 Dab: 09/02105 <br /> EUGENE, OR 97440 CAMS Dab: <br /> Reviewed by: Dab: <br /> PROJECT: Judkins Point north widening of roadway along Glenwood Boulevard Inspeilor: Rav Remmers <br /> from the Inbratab Highway north approximately 700' widening Exk 191 <br /> oNoR ramp from Glenwood Blvd. oast approximately 200' Proj. Mgr. _ John Bonham <br /> Principal Eng. Michelle Cahill <br /> You are directed to make the following changes in this contract <br /> Contract <br /> Ibm <br /> No. <br /> 140 CHANGE BASE ROCK UNIT FROM CUBIC YARDS TO TONS. <br /> 150 CHANGE LEVEL 4 HMAC TO LEVEL 3 HMAC 3/4 MIX <br /> 180 CHANGE LEV0. 4 HMAC TO LEV0. 3 HMAC 1 MIX <br /> 280 ADD ITEM FOR 3/4 MINUS SHOULDER ROCK <br /> This changes the bid items as follows: <br /> Contract Contract <br /> Item Time Quantity Unit Amended Net <br /> No. Item Chan a Units Cost Amount Chan a Chan e <br /> 140 CHANGE UNIT OF MEASURE FOR BASE Orl Inal 745.00 CUYD 1.50 23 %7.50 ;186.25 <br /> ROCK Revised 9%.15 TqV 25.00 23 653.75 <br /> Amended 0.00 .00 0.00 0.00 <br /> 150 CHANGE 3/4" HMAC FROM LEVEL 4 TO Ori anal 414.10 TON 56.00 23 189.60 ;O,gO <br /> LEV0. 3 MIX Revised 414.10 TON 56,00 23189.60 <br /> Amended 0.00 0,00 ,00 0,00 <br /> 160 CHANGE 1/Z" HMAC FROM LEV0. 4 TO ON Inai 165.60 TON 61.00 10101.60 ;0.00 <br /> LEVEL 3 MIX Revised 165.60 TON 61.00 10101.60 <br /> Amended 0.00 0.00 0.00 0.00 <br /> 260 ADD 3/4 MINUS SHOULDER ROCK Orl anal 0.00 0.00 0.00 ;0.00 <br /> Revised 0.00 0.00 0,00 <br /> Amended 50.00 TON 25,00 1250.00 1250.00 <br /> Orl final 0.00 0.00 0.00 ;0,00 <br /> Revised 0.00 0.00 0.00 <br /> Amended 0.00 0.00 .00 0.00 <br /> Ori Inal 0.00 0.00 0.00 ;p,Op <br /> Revised 0.00 0.00 0.00 <br /> Amended 0.00 .00 0.00 0.00 <br /> TF -iginal contract work days are 45.o da <br /> Ti ,ntract time change this C.O o.o da - <br /> The contract time change by previous C.O.'s o.o da a <br /> The new contract work da are 45.0 da <br /> The original contract sum was 5176.371.20 <br /> Net change by previous change order so.oo 1 <br /> Net change due to amendment by previous change order ~ <br /> E0.00 <br /> The contract sum prior to this change order was s17a.371.20 <br /> This change order will change contract sum by this amount S1 a3s.zs <br /> The new contred net change sum S16s.25 nj <br /> The new contract amendment sum 5125000 <br /> The new contract sum irtcluding this change order will be 5177.807.x5 <br /> Percertta a of on final contract _ a.et% <br /> NET CHANGE DUE TO AMENDMENTS <br /> rte- 0.71% <br /> Ap~~wal by: <br /> City Engineer Prime Contractor Third Party <br /> Date Date Date <br /> CONTRACTOR ~ OFFICE FILE ~ PURCHASING/CRO <br /> OtFORMSWROJECTICONSTVtEVISED CHANGE ORDERXLS J rn <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.