Miller-Rice Islands Pile Dike System Repairs

W9127N26BA016 MILLER-RICE ISLANDS PILE DIKE SYSTEM REPAIRS The U.S. Army Corps of Engineer (USACE) Portland District is soliciting construction firms who are interested in submitting a competitive firm-fixed-price bid for this project. This solicitation announcement is for the construction/repair of the Miller-Rice Islands Pile Dike System located between River Mile 22 and River Mile 25 on the Columbia River in Wahkiakum County, Washington. Project Scope: The project consists of enhancing and connecting the enrockments of PD 23.82 and PD 23.71 and repairing and enhancing PD 24.63. The enrockment for PD 23.71 and PD 23.81 will be raised uniformly and enhanced to connect the two pile dikes. The repair and enhancement of the centerline of PD 24.63 will be approximately 10 feet downstream (west) of the existing pile dike piles centerline. This placement allows for enhanced enrockment construction without the need for removal of existing piles. The offset placement of the enhanced enrockment may also allow for phased placement over time as the existing pile dike continues to degrade. Furthermore, locating the enhanced enrockment slightly downstream eliminates the need for removal of large amounts of debris on the upstream side of the existing pile dike. The enhanced enrockment crest will be raised from an existing elevation of approximately El. -15 feet NAVD88 to El. -5 feet NAVD88. For the northern (nearshore) portion of the dike, from Sta. 1+00 to Sta. 0+25 the enhanced enrockment crest will slope downward from El. -5 feet NAVD88 to El. -12 feet NAVD88, from Sta 0+25 to 0+04 the enhanced enrockment crest will have an El. of -12 feet NAVD88. The northern (nearshore) end of the enhanced enrockment will terminate in 14 foot wide by 4-foot-thick rock scour apron. For the southern (offshore) 480 feet of the dike (Sta. 8+00 to 12+80), the crest will slope downward from El. -5 feet NAVD88 to El. -16 feet NAVD88 at the offshore end where it will tie into the existing enrockment at a 2H:1V slope. The enhanced enrockment will have an 8-foot crest width and 1.5H:1V side slopes. The design includes construction of 8 new hazard marker piles to designate the locations of the submerged enrockments. The new hazard marker piles are driven mono pile structures. Hazard marker pile design is a steel pipe monopile. The hazard marker pile will have a 3-foot by 3-foot navigation hazard sign affixed to the top. The top of the pile is positioned at 20 feet NAVD88. This solicitation is a Total Small Business Set-Aside competitive Invitation for Bid (IFB). Award will be made to the lowest priced, responsible, and responsive offeror. This acquisition will result in a single fixed-price contract. The National Environmental Policy Act (NEPA) process, including the signed Finding of No Significant Impact (FONSI), is anticipated to be completed during the solicitation period, and award will not be made until the NEPA process has completed. Magnitude of Construction: The estimated cost of the project is between $25,000,000.00 and $100,000,000.00. Cybersecurity Maturity Model Certification (CMMC) level: The CMMC level anticipated for this requirement is CMMC Level 1 (Self). This CMMC level, or higher (see 32 CFR part 170), will be required prior to award and maintained for the duration of the contract for each contractor information system that will process, store, or transmit Federal contract information (FCI) or controlled unclassified information (CUI) during performance of the contract. The USACE-NWP Contracting . E-mail responses to the Primary

Point of Contact, Chris Burroughs at [email protected], and the alternate POC, Justin Figueredo at [email protected]. E-mail is the only method for receiving bids to this Solicitation. See the attached Specifications and Planset for all details. THE GOVERNMENT RESERVES THE RIGHT TO CANCEL THIS SOLICITATION EITHER BEFORE OR AFTER THE CLOSING DATE. NO REIMBURSEMENT WILL BE MADE FOR ANY COSTS ASSOCIATED WITH PROVIDING INFORMATION IN RESPONSE TO THIS SOLICITATION OR ANY FOLLOW-UP INFORMATION REQUESTS. Chris Burroughs Alternative

Point of Contact Justin Figueredo to this opportunity. W9127N26BA016 Miller-Rice Islands Pile Dike System Repairs_Specifications.pdf