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Site work for a water / sewer project in Eugene, Oregon. Completed plans call for site work for a water / sewer project.

WASTEWATER REHABILITATION, HARLOW LATERALS Inquiries regarding the plans, specifications, and contract documents shall be made to Eric Dearden at (541) 505-4703 or by email at Edearden@eugeneor.gov. Project: Wastewater Rehabilitation, Harlow Laterals 900272 1,853 FT CIPP Service Lateral Liner, 4 Inch; 3,048 FT CIPP Service Lateral Liner, 6 Inch; 90 FT CIPP Service Lateral Liner, 8 Inch; 166 EA CIPP Service Lateral Connection Liner, 8 Inch; 157 EA Service Line Video Inspection and Location, Launch Camera All work must be completed by October 30, 2024. The Agency reserves the right to issue Addenda making changes or corrections to the Plans, Specifications or quantities. Submit bids to Jenifer Willer, City Engineer as follows: A Bid guaranty is not required for this project. Filing of a qualification questionnaire before bidding will not be required. Contingent or conditional bids will not be considered for acceptance. No bid will be received or considered unless the bid contains a statement by the bidder that provisions of ORS 279C.800 to 279C.870. This project is a public works improvement project and is subject to ORS279C.800 to 279C.870. The City of Eugene is an Equal Employment Opportunity and Affirmative Action Employer. The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids or to waive any specification or requirement upon a finding of the City that it is in the public interest to do so For more information regarding this project, contact Eric Dearden at 541-505-4703 or edearden@eugene-or.gov. The estimated project cost range is $1,000,000 - $1,100,000. *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.

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Water / Sewer

$1,292,356.00

Public - City

Site Work

49

3

2

6

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