My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4B, CP Rail Payment #3
ArdenHills
>
Administration
>
City Council
>
City Council Packets
>
2010-2019
>
2010
>
11-29-10-R
>
4B, CP Rail Payment #3
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/29/2010 3:20:11 PM
Creation date
11/29/2010 3:15:08 PM
Metadata
Fields
Template:
General
Document
CP Rail Payment #3
General - Type
CP Rail Payment #3
Category
CP Rail Payment #3
Date
11/29/2010
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
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).
View images
View plain text
FEDERAL PROJECT NO. <br />STATE AID PROJECT NO. <br />SAP 187 020 -013 <br />LOCAL PROJECT NO. <br />T16.100325 <br />CONTRACT NO. <br />CONTRACTOR NAME <br />Blackstone Contractors, LLC <br />ADDRESS <br />7775 Corcoran Trail E. <br />CITY <br />Corcoran <br />STATE <br />MN <br />ZIP <br />55340 <br />LOCATION OF WORK: <br />C.S.A.H. 76 <br />TOTAL SUPPLEMENTAL AGREEMENT AMOUNT <br />$15,000.00 <br />STATE AID FOR LOCAL TRANSPORTATION <br />SUPPLEMENTAL AGREEMENT <br />City of Arden Hills <br />June 2008 <br />Supplemental Agreement No. 1 <br />This Contract is between the Local Government Entity and Contractor as follows: <br />Page 1 of 1 <br />WHEREAS: During installation of the upper row of soil anchors for the referenced <br />project, the helical anchors encountered a zone of cobbles and /or boulders near the <br />transition between the soft/firm soil and the stiff clay till. The soil anchors were designed <br />to terminate in the stiff clay till; however, due to the presence of cobbles and /or <br />boulders, several of the soil anchors were unable to advance deep enough into the stiff <br />clay till to develop reasonable installation torque values. Due to the obstructions, some <br />of the anchors could not be backed out or advanced forward. Those anchors failed to <br />meet the required working load. This change of conditions requires an additional six <br />anchors be installed to obtain the needed working load; AND <br />NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED AND UNDERSTOOD <br />THAT: The Contractor has agreed to perform this work for the Negotiated Lump Sum <br />Price of $15,000.00. <br />Approved by <br />Project <br />Engineer: <br />Print Name: <br />Date: Phone: <br />Approved by <br />Contractor: <br />Print Name: <br />Date: Phone: <br />Original to Project Engineer; Copy to Contractor <br />Once contract has been fully executed, forward a copy to DSAE for funding review: <br />The State of Minnesota is not a participant in this contract; signing by the District State Aid <br />Engineer is for FUNDING PURPOSES ONLY. Reviewed for compliance with State and Federal <br />Aid Rules /Policy. Eligibility does not guarantee funds will be available. <br />This project is eligible for: <br />District State Aid En. ineer: <br />Federal Funding <br />State Aid Funding Local funds <br />Date: <br />
The URL can be used to link to this page
Your browser does not support the video tag.