Attachment D Description of Base Bid and Alternates~2.docx

DOCX document 15 KB Posted

Attached to
Brush Creek Repairs
Solicitation number
S-73000-00012767
Issued by
Umatilla County, Oregon

About this file

This document is an Attachment D from the Oregon Department of Transportation (ODOT) describing the base bid and alternate options for the Brush Creek Repairs project, a stream restoration initiative. The project scope includes temporary traffic control, installation of temporary water management systems, removal of existing streambed material, channel bed grading between an existing concrete weir structure, and installation of a bentonite layer to seal the stream channel from subsurface leakage. The contract will be awarded to the lowest responsive bidder based on combined totals from either the Base Bid paired with Add Alternate 1 or the Base Bid paired with Add Alternate 2, with bid submissions due April 7, 2025. All work must comply with contract specifications and plans detailed in Attachments A and B.

Two additive alternates have been developed to determine the most cost-effective channel sealing approach. Add Alternate 1 involves constructing a 4-inch shotcrete liner over the bentonite layer, while Add Alternate 2 involves installing a 30-mil geomembrane liner over the bentonite layer. ODOT has confirmed funding availability for either alternate option. The procurement is open to qualified contractors with demonstrated capabilities in stream restoration and environmental engineering. Specific pricing information and budget details are contained in Attachment C (Bid Pricing Form), with comprehensive technical specifications and project plans provided in Attachments A and B.

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Other files

File Type Posted
Attachment C Bid Pricing Form Revised.xlsx XLSX spreadsheet
Attachment B Plans~6.pdf PDF
Attachment C Bid Pricing Form~15.xlsx XLSX spreadsheet
00012767 Preliminary Results.xlsx XLSX spreadsheet
LCC_CMGC Notice of Exemption-B15_Findings of Fact_1.28.2025~1.pdf PDF
Attachment A Special Provisions~3.docx DOCX document
00012767 Addendum 1.docx DOCX document
00012767 Intent To Award.xlsx XLSX spreadsheet
Invitation.To.Bid~15.docx DOCX document

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Text version

ATTACHMENT D

DESCRIPTION OF BASE BID AND ALTERNATES

ODOT has the funding available for either alternate that would be provided. ODOT is providing two add alternates options to determine if one is more cost effective. The contract award will be based on the lowest responsive bid, combining the Base Bid and either Add Alternate 1 OR Add Alternate 2, whichever is lower.

BASE BID: Includes temporary traffic control, installation of temporary water management, removal of the existing streambed material and grading the channel bed located between the existing concrete weir structure, installation of a bentonite layer to seal the stream channel from leaking into the subsurface materials as described in Attachment A (Special Provisions) and Attachment B (Plans).

ALL ADD ALTERNATES IF SELECTED FOR INCLUSION IN THE PROJECT WILL COMPLY WITH CONTRACT SPECIFICATIONS AND PLANS.

ADD ALTERNATE 1

Shotcrete liner: Construct a 4” shotcrete liner over the top of the bentonite layer as detailed in Attachment A (Special Provisions) & Attachment B (Plans)

ADD ALTERNATE 2

30 mil Geomembrane liner: Install a 30 mil geomembrane liner over the top of the bentonite layer as detailed in Attachment A (Special Provisions) and Attachment B (Plans).

File details come from the government source that posted it. Updated .