Cottonwood Pile Dike Repairsview on SAM.gov

*** 17 June 2026 - W9127N26BA0050003 Cottonwood Pile Dike Repairs*** Upon request, the full bid abstract has been attached to this posting. *** 30 April 2026 - Amendment W9127N26BA0050003 Cottonwood Pile Dike Repairs*** The purpose of this amendment is to incorporate by full text RFO Clause 52.222-90 Addressing DEI Discrimination by Federal Contractors (APR 2026) (DEVIATION APR 2026) into Specification Section 00 70 00 Conditions of the Contract. *** 21 April 2026 - Amendment W9127N26BA0050002 Cottonwood Pile Dike Repairs*** This amendment effects changes to the Solicitation Plan Set, Drawing C-601 TIMBER PILE AND STEEL MARKER PILE SCHEDULE, Table STEEL MARKER PILE SCHEDULE. The Solicitation Period is extended by 14 calendar days which changes the Solicitation Closing Date from May 01, 2026, to May 15, 2026. Attached "Solicitation Amendment W9127N26BA0050002 SF 30" provides a summary of changes incorporated by this amendment and attachment "W9127N26BA0050002 Plan Sheet - C-601-TIMBER PILE AND STEEL MARKER PILE SCHEDULE" provides an updated plan containing the changed steel pipe pile data. *** 21 April 2026 - Amendment W9127N26BA0050001 Cottonwood Pile Dike Repairs*** This amendment effects changes to Specification Section 01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS, Part 3 EXECUTION, Paragraph 3.2.3 Nesting Birds, Subparagraph b.(4)(d). Attachment "Solicitation Amendment W9127N26BA0050001 SF 30" provides a summary of the changes incorporated by this amendment and attachment "AMD0001_technicalsection" provides a revised copy of the entire specification section with the changes incorporated. W9127N26BA005 Cottonwood Pile Dike Repairs The project is located between River Mile 68 and River Mile 72 on the Lower Columbia River in Cowlitz County, Washington. The project allows for focused, cost-effective repairs to select sections of individual structures. Repair areas are limited to sections of pile dikes that have experienced loss of all, or the majority of, visible piles to the extent that hydraulic function is assumed to be severely compromised. The work includes enrockment repair/enhancement areas at ten pile dikes and a shore connection with an offset pile dike at five of the pile dikes. The offset pile dikes and shore connection are in areas where there is visual evidence of shoreline erosion and a lack of sufficient remnant shore connection and the potential for additional erosion exists. The enrockment repair/enhancement sections in repair areas are offset a sufficient distance from the existing pile line to allow for placement of stone without removal of any pile. All debris within the rock placement areas that would interfere with stone placement shall be removed prior to stone placement. Debris will be removed from the site and disposed of at an approved upland facility. Debris removal requirements will be based on pre-construction high resolution multi-beam bathymetric survey data. This solicitation is an Invitation for Bid (IFB).…