LOCK FOUNDATION AND SITE PREPARATION FOR LOCK and DAM 25 NAVIGATION ECOSYSTEM SUSTAINABILITY PROGRAM (NESP)

Amendment / Modification

This document, Amendment 0004, modifies the "SPECIAL CONTRACT REQUIREMENTS" section (Section 00 08 00) and introduces new sections related to "MEASUREMENT AND PAYMENT" (Section 01 22 00) and "STEEL PIPE PILES" (Section 31 62 17), as well as "DREDGING" (Section 35 20 23).

Key changes and additions include:

• Section 00 08 00 (Special Contract Requirements): Updates and additions to various clauses, including "WORK AREAS," "PUBLIC UTILITIES AND PRIVATE IMPROVEMENTS," "DAMAGE TO WORK," "QUANTITY SURVEYS," "ELECTRONIC SUBMISSION OF DAVIS-BACON CERTIFIED PAYROLL," "PARTIAL PAYMENT," "CERTIFICATES OF COMPLIANCE," "PURCHASE ORDERS," "ENVIRONMENTAL LITIGATION," "TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER," "SUBCONTRACTS," "REQUIRED INSURANCE," "PROTECTION OF MATERIAL AND WORK," "CONTAMINATION OF WATER," "COMMERCIAL WARRANTY," "ORDER AND COORDINATION OF WORK" (including General, Environmental, Work Areas), "Sequencing," and "Coordination."
• Section 01 22 00 (Measurement and Payment): Introduces detailed measurement and payment terms for various contract items, including MOBILIZATION AND DEMOBILIZATION, EROSION AND SEDIMENT CONTROL, DEFLECTOR WALL INSTALLATION, STEEL PIPE PILES, FURNISH COMBI-WALL, INSTALL COMBI-WALL, ARTICULATING FABRIC FORMED CONCRETE MATTRESS, STAGING AREA FILL, DREDGE MATERIAL PLACEMENT, ALLUVIUM EXCAVATION, RIP RAP EXCAVATION, SCOUR PROTECTION, NEW RIP RAP SLOPE PROTECTION LAND, SANITARY OUTFALL PIPE, LAND BASED SITE WORK, TIMBER CRIBBING AND MATTRESS DEMOLITION, SITE MONITORING, SEPARATOR WALL BACKFILL, ASSIST VESSEL, ASSIST VESSEL MOBILIZATION AND DEMOBILIZATION, ASSIST VESSEL STANDBY.
• Section 31 62 17 (Steel Pipe Piles): Details requirements for steel pipe piles, including scope, references, submittals, quality control, delivery/storage/handling, non-shrink grout, products (spiral welded pipe piles, longitudinal seam pipe piles, splice plates, non-shrink grout), and execution (installation, pile driving equipment, pile driving leads, helmets, cap blocks, pile extractors, placement, pile follower, lengths, driving near concrete, driving records, penetration criteria, driving, uplift on piles, pulled piles, jetting, preboring, void backfill, cutting, splicing, structural/welding test results, non-shrink grout).
• Section 35 20 23 (Dredging): Outlines requirements for dredging, including general information, definitions, submittals, work plan, environmental compliance, products, and execution (preliminary survey, inspection, dredging, placement operations, final examination, confirmation surveys, dredging surveys, plant removal).

Sections 00 08 00, 01 22 00, 31 62 17, and 35 20 23.

This amendment introduces new sections and modifies existing ones, which will impact how bidders prepare their proposals, particularly concerning measurement, payment, and specific technical requirements for steel pipe piles and dredging operations. Bidders must review these changes carefully to ensure their proposals accurately reflect the updated requirements.

Form / Attachment / Pricing Sheet

This document is a Pricing Schedule that outlines the estimated quantities and unit prices for various tasks and materials required for the opportunity. Bidders are expected to use this schedule to provide their pricing.

• Base Schedule: Includes items such as Mobilization and Demobilization, Site Preparation (Erosion Control, Fill, Rip Rap, Sanitary Outfall Pipe, Land Based Site Work), and Lock Foundation components (Deflector Wall, Steel Pipe Piles, Separator Wall, Articulating Fabric Formed Concrete Mattress, Dredge Material Placement, Excavation, Scour Protection).
• Option 1 Schedule: Includes optional line items for Assist Vessel Mobilization/Demobilization, Assist Vessel, and Assist Vessel Standby.
• Abbreviations: Defines units of measure used in the schedule (JOB, CY, TN, LF, SF, DAY).
• Pricing Schedule Notes: Provides important instructions for offerors, including:
  • Quantities are estimates unless marked as 'JOB'.
  • Offerors must provide both unit price and extended amount; the government may calculate unit price if only a total is provided.
  • Extensions are subject to government verification.
  • Lump sum adjustments must be clearly stated and applied pro rata if not specified.
  • Offerors must price all items, including optional ones.
  • Optional line items (1001-1003) are not guaranteed and will only be performed if directed by the Contracting Officer.

This pricing schedule is critical for bidders to understand the cost structure of the opportunity. Bidders must carefully review the estimated quantities, unit prices, and notes to prepare a comprehensive and compliant proposal. Failure to price all items or follow instructions may lead to disqualification.

Amendment / Modification

This amendment (Amendment 0004) modifies the solicitation for "LOCK 25, LOCK FOUNDATION AND SITE PREP". Key changes include:

• Pricing Schedule: The original pricing schedule (Section 00 00 10) is deleted and replaced with a revised version. This revision adds CLIN 0020, "Separator Wall Backfill".
• Section 00 08 00: This section is deleted and replaced to reflect changes in paragraph 1.16.2.d. concerning "ORDER AND COORDINATION OF WORK, ENVIRONMENTAL, STURGEON SPAWNING".
• Section 01 22 00: This section is deleted and replaced to reflect changes in paragraph 1.5.1. concerning "FURNISH COMBI-WALL (SEPARATOR WALL), MEASUREMENT", and adds measurement and payment paragraphs for "SEPARATOR WALL BACKFILL".
• Section 31 62 17: This section is deleted and replaced to reflect changes in paragraph 3.1.5.2. concerning "PENETRATION CRITERIA".
• Section 35 20 23: This section is deleted and replaced to reflect changes in paragraph 3.3.7.2. concerning "DREDGED SAND FILL FOR LOCK FOUNDATION".
• Drawings: Drawing sheets G1002, GC100, CG203, and CG204 have been updated.
• Added Documents: The following documents were added: Amendment 0004 00 00 10 Pricing Schedule, Amendment 0004 Specifications, B3MRLD25202402-PLAN_SET_AMND-2026-04-08-Amendment 0004 Plans, and ProjNet Bidder Inquiries & Replies as of 8 April.
• Deleted Documents: Amendment 0003 00 00 10 Pricing Schedule was deleted.

Sections 00 00 10, 00 08 00, 01 22 00, 31 62 17, 35 20 23, and several drawings have been modified or replaced. The list of attachments has also been updated.

This amendment does not explicitly state a change to the proposal deadline. Bidders should review the revised pricing schedule and updated sections/drawings carefully to ensure their proposals reflect the latest requirements.

Amendment / Modification

This document, Amendment 0004, revises previously issued plans for the Lock and Dam No. 25 project. Key updates include:

• Revision in Accordance with Amendment 0004: Dated April 2026.
• Revision in Accordance with Amendment 0003: Dated March 2026.

This amendment specifically impacts the "Index of Drawings" (Sheet ID G1002) and the "Overall Contractor Work Limits" (Sheet ID GC100) by incorporating revisions from Amendments 0003 and 0004.

While this amendment details revisions to the drawings, it does not explicitly state any changes to proposal deadlines, submission requirements, or evaluation factors. Bidders should refer to the updated drawings for any scope adjustments.

Questions & Answers / Clarifications

This document contains bidder inquiries and government responses related to the NESP Lock 25 project. It addresses various technical, contractual, and logistical questions raised by potential bidders.

• Bid Guarantee: A bid/offer guarantee is required. Amendment 0002 will correct solicitation section 13b to reflect this.
• Small Business Size Standard: The $45,000,000 small business size standard for NAICS 237990 will be used for the overall project. Amendment 0002 will correct this discrepancy.
• Inquiry Period: The inquiry due date in Amendment 0001 was a mistake; inquiries are still due by March 20, 2026. Amendment 0002 will correct this.
• TSS Limits: For dredging activities, specific TSS limits for the staging area and for lock fill material (CLIN 0014) and alluvium dredging (CLIN 0015) are clarified. BMPs will be required to reduce impacts associated with sedimentation. Measurement location and frequency for TSS will be coordinated with the awarded contractor.
• Piling Specifications: Alternative combination wall piling is permissible if it meets minimum elastic section modulus and moment of inertia requirements. Quantities for CLINs 0011 and 0012 will be revised to be measured by linear foot.
• Joint Venture Past Performance: Past performance projects do not need to come from the JV entity itself; any JV member's past performance counts if it meets recency and relevancy requirements.
• Assist Vessel: The assist vessel is optional and not included in the base bid. It will be added as a "Standby" item via Amendment 0003. Mobilization/demobilization will be a single item, and the vessel must operate 24/7.
• Riprap Placement: Stone placements outside the 30-foot zone of the separator wall may be dragged off the barge and allowed to free fall through the water, not subject to the "6 inches above the water surface" drop limit.
• Dredging Operations: The National Dredging Quality Management Program (DQM) requirement is a USACE mandate and will not be removed.

Numerous clarifications and corrections are being made via Amendments 0002, 0003, and 0004, impacting various sections of the specifications, drawings, and proposal instructions. Bidders should carefully review all issued amendments.

Amendment / Modification

This amendment (0003) to Solicitation W912P926RA001 modifies the original solicitation dated 23 FEB 2026. Key changes include:

• Pricing Schedule: The original bidding schedule is deleted and replaced with a revised version. This includes:

  • Combining CLIN 0009 and 0010 into a new CLIN 0009 (Furnish Separator Wall, SF).
  • Combining CLIN 0011 and 0012 into a new CLIN 0010 (Install Separator Wall, SF).
  • Renumbering of subsequent CLINs.
  • Addition of new optional CLINs for Assist Vessel Mobilization and Demobilization, and Assist Vessel Standby.
  • Deletion of PRICING SCHEDULE NOTES 6 and 7.
  • Update to PRICING SCHEDULE NOTE "OPTIONAL LINE ITEMS".

• Section 00 08 00: Deleted and replaced to reflect changes to paragraph 1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER.

• Section 01 11 30: Deleted and replaced to reflect changes to paragraph 3.3.1.1 WATER QUALITY MANAGEMENT PLAN (WQMP), subparagraph 5.

• Section 01 22 00: Deleted and replaced to reflect changes including:

  • Deletion of "painting" and "removal" in paragraph 1.4.2.
  • Deletion of original paragraphs for FURNISH SEPARATOR WALL W30X132, FURNISH SEPARATOR WALL PZ-27, INSTALL SEPARATOR WALL W30x132, and INSTALL SEPARATOR WALL PZ-27.
  • Addition of new paragraphs 1.5 FURNISH COMBI-WALL (SEPARATOR WALL) and 1.6 INSTALL COMBI-WALL (SEPARATOR WALL).
  • Change of "DEMOLITION" to "LAND BASED SITE WORK" in paragraph 1.13.1.
  • Addition of new paragraphs 1.19 ASSIST VESSEL MOBILIZATION AND DEMOBILIZATION and 1.20 ASSIST VESSEL STANDBY.

• Section 02 41 00: Deleted and replaced to reflect the deletion of the second paragraph under paragraph 3.1.5 REINFORCED CONCRETE.

• Section 05 05 20: Deleted and replaced to reflect changes to paragraph 3.2 EMBEDDED ITEMS.

• Section 31 06 00: Deleted and replaced to remove references to "full-scale flume testing".

• Section 31 37 00: Deleted and replaced to reflect changes to the description of "Placement of Stone" submittal in paragraph 1.3 SUBMITTALS.

• Section 31 41 16: Deleted and replaced to reflect changes to paragraphs 3.3.1.1 PILE PLACEMENT and 3.4 NAVIGATIONAL HAZARD MARKERS.

• Section 31 62 17: Deleted and replaced to reflect changes to paragraph 3.1.5.4 UPLIFT ON PILES.

• Section 35 20 23: Deleted and replaced to reflect changes including:

  • Deletion of progress survey submittal.
  • Updates to paragraph 1.5.1 BEST MANAGEMENT PRACTICES sub-paragraph b.
  • Deletion of paragraph SURVEYS DURING PROGRESS OF WORK.
  • Updates to paragraph 1.4 WORK PLAN FOR DREDGING.

• Section 35 23 20: Deleted and replaced to reflect changes to the note under Part 1 GENERAL and updates to paragraph 3.1.4 TIMBER CRIBBING AND MATTRESS REMOVAL.

• Drawings: Several drawing sheets have been updated, new sheets have been added (CD501), and reference documents have been added.

• Native Files and Survey Data: Specific native files and survey data have been added for information, with instructions to request via email.

• Attachments: Several attachments for LOCK 25, LOCK FOUNDATION AND SITE PREP have been amended or added, including Proposal Submission Instructions, Evaluation Factors for Award, and the Pricing Schedule.

• Solicitation Amendments: Proposal Submission Instructions, Conditions and Notices to Offerors have been updated, including re-opening bidder inquiry and changes to small business subcontractor page limits. Evaluation Factors for Award page 10 has been corrected. Section F, Variations in Estimated Quantities, has been updated to correct CLINs. DFARS 252.215-7009 and 252.215-7010 clauses have been removed. CLIN structure has been updated.

• Section A - Solicitation/Contract Form

• Section B - Supplies or Services & Prices or Costs

• Section E - Inspection and Acceptance

• Section F - Deliveries or Performance

• Section J - List of Attachments

• Section L - Instructions, Conditions, & Notices to Offerors or Quoters

• Various Technical Provisions sections (00 08 00, 01 11 30, 01 22 00, 02 41 00, etc.)

• Drawings

• The deadline for bidder inquiries has been re-opened to 4:00pm CST on 3 April 2026.

• Letters of Commitment from small business subcontractors will not count against the page limit for Factor 3.

• Evaluation Factors for Award page 10 has been corrected.

• CLINs in the Amendment 0003 Pricing Schedule have been updated.

• DFARS clauses 252.215-7009 and 252.215-7010 have been removed.

Questions & Answers / Clarifications

This document contains a compilation of bidder inquiries and government responses related to the NESP Lock 25 project, specifically concerning the Lock Foundation and Site Prep (00008) solicitation. The inquiries cover a wide range of topics including contract clauses, specifications, drawings, and administrative details.

• Bid Guarantee: Clarified that a bid guarantee is required, and Amendment 0002 will correct a discrepancy in the solicitation document (SF1442 vs. page 69) regarding this requirement.
• Small Business Size Standard: Confirmed that the small business size standard of $45,000,000 under NAICS 237990 will be used for the overall project. Amendment 0002 will correct this.
• Inquiry Period: Clarified that the inquiry due date remains March 20, 2026, and the change in Amendment 0001 was a mistake. Amendment 0002 will correct this.
• Piling Alternatives: Confirmed that alternative combination wall piling is permissible as long as it meets the specified elastic section modulus and moment of inertia requirements. Quantities will be revised via Amendment 0003.
• TSS and NTU Measurements: Clarified that TSS and/or NTU measurements are not required for lock fill material (CLIN 0014) and alluvium dredging (CLIN 0015) if the material is classified as Poorly Graded Sand with less than 20% fine material.
• Joint Venture Past Performance: Confirmed that past performance for joint ventures does not need to come from the JV entity itself; any JV member's past performance counts if it meets recency and relevancy requirements.
• Assist Vessel: Clarified that the assist vessel is optional and not included in the base bid. Mobilization/demobilization will be added as a separate item, and the vessel must operate 24/7.
• Sheet Pile Connector: Clarified that the male sheet pile connector is below the deflector panels and part of the sheet piling, not attached to the deflector panels.
• Tree Clearing: Confirmed that the specification dates for tree clearing (April 1 - October 31) govern, and updated drawings will be provided via Amendment 0003.
• Dredging Operations: Confirmed that the National Dredging Quality Management Program (DQM) requirement is USACE mandated and cannot be removed.

Numerous inquiries have led to planned revisions via Amendments 0002 and 0003 to correct discrepancies, clarify specifications, update drawings, and provide additional details. These amendments will impact various sections of the solicitation, including but not limited to, bid guarantees, size standards, inquiry periods, piling specifications, environmental requirements, and administrative clauses. Bidders should carefully review all issued amendments.

Amendment / Modification

This document is Amendment 0003, revising the "Index of Drawings" (Sheet G1002) to reflect changes made in accordance with this amendment. The "MARK" column on the "Index of Drawings" sheet has been updated to "REVISED IN ACCORDANCE WITH AMDT 0003", and the "DESCRIPTION" column has been updated to "MAR 2026".

• Index of Drawings (Sheet G1002)

No changes to proposal deadlines, requirements, or evaluation factors are indicated by this amendment. It primarily serves to update the drawing index to reflect revisions made.

Other / Unclassified

This document is a sign-in sheet for a pre-bid site visit related to Solicitation #W912P9-26-R-A001 for Lock Foundations & Site Prep.

This document lists the attendees, their companies, and contact information for the pre-bid site visit. It can help potential bidders identify other interested parties and potentially network or gather insights from competitors who attended the site visit.

Amendment / Modification

This document is Amendment 0003 to the "SPECIAL CONTRACT REQUIREMENTS" section (Section 00 08 00).

This amendment modifies Section 00 08 00, "SPECIAL CONTRACT REQUIREMENTS".

No specific impact on proposal deadlines or evaluation factors is mentioned, as this is an amendment to an existing contract requirement section.

Amendment / Modification

This document, "PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS Amd 0003.pdf", is an amendment to a solicitation. It re-opens the ProjNet Bidder Inquiry for additional questions after Amendment 0003, with a new deadline of April 3, 2026, at 4:00 PM CST.

• Section D. INQUIRIES: The deadline for submitting inquiries has been extended.

• The deadline for submitting inquiries has been updated. Offerors are advised to check SAM.gov for all solicitation documents and amendments.

Solicitation / RFP / RFQ

This document outlines the "EVALUATION FACTORS FOR AWARD" for a solicitation. It details how proposals will be assessed to determine the most beneficial offer to the Government.

Proposals will be evaluated based on four factors:

• Factor 1: Construction Approach

• Factor 2: Past Performance

• Factor 3: Small Business Participation

• Factor 4: Price

• The award will be a Firm Fixed Price Construction contract.

• Basis of Award: Best overall (subjective best value trade-off) proposal.

• Evaluation Factors Weighting: Factors 1 and 2 are equally important and more important than Factor 3. Factors 1, 2, and 3 combined are equally as important as Factor 4.

• Minimum Rating: A rating of "Marginal" or better is required for all non-cost factors to receive award consideration.

• Technical/Risk Ratings: A five-tier adjectival rating system (Outstanding, Good, Acceptable, Marginal, Unacceptable) will be used for technical factors, assessing strengths, weaknesses, deficiencies, and risks.

• Past Performance: Evaluated based on recency, relevancy, and quality of past performance within the last fifteen (15) years. Projects similar in scope, complexity, and magnitude are favored.

• Small Business Participation: A target of 25% small business participation is required. Offerors unable to meet this must provide an explanation. Evaluation considers commitment, types of commitments, identification of work for small businesses, and past performance in complying with small business utilization clauses.

• Price: Will be evaluated for fairness, reasonableness, and realism. Unreasonably high, low, or unbalanced prices may be considered unacceptable and a performance risk.

• Project Labor Agreement (PLA): A PLA compliant with FAR Clause 52.222-33 and 52.222-34 is mandatory for award. Offers without a compliant PLA will not be eligible.

• Award will be made to responsible prospective contractors who meet general standards outlined in FAR 9.104-1 (e.g., adequate financial resources, satisfactory performance record, integrity, necessary organization/skills/equipment).

• Offerors must demonstrate an understanding of the project's complexity and associated risks.

• Past performance of separate corporations (parent, affiliate, subsidiary) will not be credited unless resources are clearly established as available for contract performance.

• Proposals that merely reiterate solicitation requirements are unacceptable.

• Offerors must sign the Solicitation, Offer and Award Documents, and all amendments.

Form / Attachment / Pricing Sheet

This document is a pricing schedule for the opportunity, detailing estimated quantities for various construction and site work items. Bidders are required to use this schedule to provide their pricing.

• Base Schedule: Includes line items for Mobilization/Demobilization, Site Preparation (Erosion Control, Staging Area Fill, Rip Rap, Sanitary Outfall Pipe, Land Based Site Work), Lock Foundation work (Deflector Wall, Steel Pipe Piles, Separator Wall, Concrete Mattress, Dredge Material Placement, Excavation, Scour Protection, Timber Cribbing Demo), and Site Monitoring.
• Option 1 Schedule: Includes optional line items for Assist Vessel Mobilization/Demobilization, Assist Vessel, and Assist Vessel Standby.
• Units: Quantities are specified in various units including JOB, CY (Cubic Yards), LF (Linear Feet), SF (Square Feet), TN (Ton), and DAY.
• Pricing: Bidders must provide unit prices and total estimated amounts for each item. The total for the Base Schedule, Option 1 Schedule, and the combined total are to be calculated.

This pricing schedule is critical for bidders to understand the scope of work in terms of estimated quantities and to formulate their proposals. Bidders must submit prices for all listed items. Failure to do so may result in disqualification. The document also outlines how unit prices and extensions will be verified and how lump sum adjustments will be applied. Optional line items are subject to the Contracting Officer's direction.

Solicitation / RFP / RFQ

This solicitation is for the Lock 25 Lock Foundation and Site Preparation for the U.S. Army Corps of Engineers (USACE), Mississippi Valley Division (MVD), St. Louis District (MVS). The acquisition will use Competitive Source Selection Procedures under FAR Part 15. The Government intends to award one Firm Fixed Price contract.

• Site Preparation (365-day period of performance)

• Lock Foundation (548-day period of performance)

• Detailed requirements for Site Layout and Logistics, Underwater Excavation and Dredging, Separator Wall Installation, and Schedule.

• Contract Type: Firm Fixed Price

• Period of Performance: 365 days for Site Preparation, 548 days for Lock Foundation.

• Proposals must be submitted electronically via email by the due date and time.

• Physical or paper copy proposals will not be accepted.

• Evaluation will be based on a Subjective Best Value Trade-Off basis.

• Proposals are structured into three volumes: Technical Proposal, Small Business Participation, and Price Proposal & Administrative Submission.

• Key evaluation factors include Construction Approach, Past Performance, Small Business Participation, and Price.

• Key deadlines:

  • Inquiries due: March 20, 2026, 4:00 PM CST
  • Contract Award (estimated): June 16, 2026
  • Construction Notice to Proceed (estimated): August 14, 2026

• Full and open competition.

• NAICS Code: 237990 (Other Heavy and Civil Engineering Construction)

• Small Business Size Standard: $45,000,000

• Offerors must have an active registration in the System for Award Management (SAM).

• Electronic Representations & Certifications must be completed on SAM.gov.

• Electronic proposal submission is required through the Army's PIEE system.

• Appendix A: Past Performance Questionnaire

• Appendix B: Subcontractor Consent

• Appendix C: Small Business Participation Commitment Document

• Appendix D: Subcontractor Letter of Commitment

• Appendix E: DoD Checklist for Reviewing Subcontracting Plans

• Standard Form 1442 (Solicitation, Offer and Award)

• Project Labor Agreement (PLA) may be required.

Amendment / Modification

This amendment makes administrative updates to the solicitation based on bidder inquiries.

Key changes include:

• Proposal Submission Instructions (Attachment 0003): Corrected bidder inquiry due date and the small business size standard.

• Bid/Offer Guarantee: Now required.

• Site Visit RSVP: Now required.

• Section A - Solicitation/Contract Form: The "Offer Guarantee Required" field was changed from "false" to "true".

• Section J - List of Attachments: The "PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS" document (Identifier 0003) was added and subsequently deleted, with a new version added.

• Section L - Instructions, Conditions, & Notices to Offerors or Quoters: Details regarding a mandatory site visit have been added, including the date (March 11, 2026), time (0900 AM - 1200 PM CST), RSVP deadline (March 10, 2026, 12:00 PM CST), RSVP contact information, meeting location, and POC.

• The bidder inquiry due date has been corrected.

• The requirement for a Bid/Offer Guarantee has been added.

• An RSVP for the site visit is now mandatory.

Solicitation / RFP / RFQ

This solicitation is for the Lock 25 Lock Foundation and Site Preparation for the U.S. Army Corps of Engineers (USACE), Mississippi Valley Division (MVD), St. Louis District (MVS). The acquisition will use Competitive Source Selection Procedures under FAR Part 15. The Government intends to award a single Firm Fixed Price contract.

• Site Preparation (365-day period of performance)

• Lock Foundation (548-day period of performance)

• Offerors must describe their approach to site layout and logistics, underwater excavation and dredging, and separator wall installation.

• A Gantt chart schedule is required, reflecting a proposed contract award date of June 16, 2026, and a construction Notice to Proceed (NTP) of August 14, 2026.

• Contract Type: Firm Fixed Price

• Period of Performance: 365 days for Site Preparation, 548 days for Lock Foundation.

• Proposals must be submitted electronically via email to Angie Grimes (angie.l.grimes@usace.army.mil) and Whitney Dee (whitney.r.dee@usace.army.mil) by the due date and time.

• Physical or paper copy proposals will not be accepted.

• Evaluation will be based on a Subjective Best Value Trade-Off basis.

• Proposals are structured into three volumes: Technical Proposal, Small Business Participation, and Price Proposal & Administrative Submission.

• Page limitations apply to specific sections within the Technical Proposal and Small Business Participation volumes.

• Key deadlines:

  • Inquiries due: March 6, 2026, 4:00 PM CST
  • Proposal Submission Deadline: Not explicitly stated in this document, but implied to be after the inquiry period.

• NAICS Code: 237990 (Other Heavy and Civil Engineering Construction - Dredging Activities)

• Small Business Size Standard: $45,000,000

• Full and open competition.

• Offerors must be registered in the System for Award Management (SAM).

• Inquiries must be submitted in writing via ProjNet Bidder Inquiry using the provided key.

• Oral explanations or instructions are not binding; all changes will be via written amendment.

• Offerors must not attempt to modify solicitation terms and conditions; doing so may result in an "unacceptable" determination.

Form / Attachment / Pricing Sheet

This document outlines the "EVALUATION FACTORS FOR AWARD" for the solicitation, detailing how proposals will be assessed. It provides bidders with critical information on the criteria and process used to determine the most advantageous proposal for the Government.

• Eligibility for Contract Award: Defines a responsible contractor based on FAR 9.103 and 9.104-1, covering financial resources, performance record, integrity, experience, and equipment.
• Basis of Award: States that award will be made on a "best overall" (subjective best value trade-off) basis, considering four evaluation factors: Construction Approach, Past Performance, Small Business Participation, and Price.
• Factor Weighting: Factors 1 (Construction Approach) and 2 (Past Performance) are equally important and more important than Factor 3 (Small Business Participation). Factors 1, 2, and 3 combined are equally as important as Factor 4 (Price).
• Minimum Requirements: A "Marginal" rating is required for all non-cost factors to receive award consideration. Proposals failing to meet non-cost factors may be deemed technically unacceptable.
• Evaluation Factors & Subfactors: Details the evaluation approach for each factor:
  • Factor 1: Construction Approach: Assessed on comprehensiveness, understanding of project complexity, logical sequence of work, and risk mitigation. Specific areas like Site Layout & Logistics, Underwater Excavation & Dredging, Separator Wall Installation, and Schedule are evaluated.
  • Factor 2: Past Performance: Evaluated based on recency, relevancy, and quality of past performance. Projects within the last 15 years, similar in scope and complexity, and completed on time are favored. Confidence ratings (Substantial, Satisfactory, Neutral, Limited, No Confidence) are assigned.
  • Factor 3: Small Business Participation: Evaluated based on the offeror's commitment to meeting the 25% small business subcontracting target, including the types of commitments, identification of small business roles, and past performance in complying with small business utilization clauses.
  • Factor 4: Price: Will be evaluated for reasonableness and realism, ensuring prices are fair and not artificially low or high. Price is considered but not scored or combined with other factors.
• Project Labor Agreement (PLA): A compliant PLA is mandatory for award. Proposals without one will not be eligible.

This document is crucial for bidders as it directly outlines how their proposals will be evaluated. Understanding these factors and their relative importance allows vendors to tailor their proposals to meet the Government's specific requirements and maximize their chances of award. It highlights the need for strong technical approaches, documented past performance, a clear small business strategy, competitive pricing, and a compliant Project Labor Agreement.

Amendment / Modification

This amendment makes administrative updates to the solicitation and includes the following specific changes:

• Proposal Submission Instructions: Revised to incorporate updated instructions for offerors.
• Attachment 0002 - Drawings: This attachment was inadvertently omitted from the original solicitation posting and will be provided upon request via DoD SAFE.
• Removal of CUI Designation: Attachments 0003 and 0004 are no longer considered Controlled Unclassified Information (CUI) and do not require CUI safeguarding or handling procedures.
• Contract Description: Minor wording adjustments were made to the description of the proposed project, primarily concerning the lock foundation and site preparation work, including excavation, disposal of riprap, dredging and placement of sand fill, and construction of a separator wall. The core scope of work remains consistent.
• Attachment Dates and URLs: The "EVALUATION FACTORS FOR AWARD" and "PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS" documents have had their Attachment Dates updated from 23 Feb 2026 to 24 Feb 2026, and their Attachment URLs have been modified.
• Document Page Counts: The page counts for "PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS" and "EVALUATION FACTORS FOR AWARD" have been adjusted.

• Section A - Solicitation/Contract Form (Contract Description)
• Section J - List of Attachments (Attachment 0002, Attachment Dates, Attachment URLs, Document Page Counts)

Offerors must submit proposals in accordance with the revised proposal submission instructions. The due dates for the "EVALUATION FACTORS FOR AWARD" and "PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS" documents have been updated to 24 Feb 2026.

Solicitation / RFP / RFQ

This document outlines the instructions, conditions, and notices for submitting proposals for the Lock 25 Lock Foundation and Site Preparation project for the U.S. Army Corps of Engineers (USACE), Mississippi Valley Division (MVD), St. Louis District (MVS). The acquisition will use Competitive Source Selection Procedures under FAR Part 15.

• The government intends to award a Firm Fixed Price contract.

• Period of performance: 365 days for Site Preparation and 548 days for Lock Foundation.

• North American Industry Classification System (NAICS) code: 237990 (Other Heavy and Civil Engineering Construction - Dredging Activities), with a small business size standard of $37,000,000.

• Proposals must be full, accurate, and complete.

• Contract Type: Firm Fixed Price.

• Period of Performance: 365 days (Site Prep) and 548 days (Lock Foundation).

• Proposals must be submitted electronically via the Procurement Integrated Enterprise Environment (PIEE) Solicitation Module by the due date and time.

• Emailed, physical, or paper copy proposals will not be accepted.

• The submission deadline for inquiries is 4:00 PM CST, March 20, 2026, submitted via ProjNet.

• Evaluation is based on a Subjective Best Value Trade-Off Request for Proposal.

• Proposals consist of three volumes: Technical Proposal, Small Business Participation, and Price Proposal & Administrative Submission.

• Key evaluation factors include Construction Approach (Factor 1) and Past Performance (Factor 2), which are equally important and more important than Small Business Participation (Factor 3). Factors 1, 2, and 3 combined are equally as important as Price Proposal (Factor 4).

• Maximum page limits apply to Volume I (50 pages per factor) and Volume II (20 pages for Factor 3).

• Full and open competition.

• Offerors must have and maintain an active registration in SAM.gov, complete online Representations & Certifications, and be registered in PIEE.

• The government does not intend to conduct discussions unless a Competitive Range is determined.

• Offerors are strongly encouraged to attend the site visit.

• Appendices include: Past Performance Questionnaire, Subcontractor Consent, Small Business Participation Commitment Document, Subcontractor Letter of Commitment, and DoD Checklist for Reviewing Subcontracting Plans.

Solicitation / RFP / RFQ

This document outlines the "EVALUATION FACTORS FOR AWARD" for a solicitation. It details the criteria the government will use to evaluate proposals and make a contract award. The primary goal is to ensure the award goes to a responsible contractor who offers the best overall value to the government.

While this document focuses on evaluation, it references several key areas that proposals must address:

• Construction Approach: Understanding of project requirements, complexity, logical sequence of work, and associated risks. Specific sub-areas include Site Layout and Logistics, Underwater Excavation and Dredging, Separator Wall Installation, and Schedule.

• Past Performance: Record of relevant and recent performance, demonstrating the ability to successfully perform the required efforts.

• Small Business Participation: Commitment to meeting a target of 25% of the total subcontracting value, with specific criteria for evaluating the commitment and types of small businesses involved.

• Price: Evaluation of proposed prices for reasonableness, realism, and to identify potential issues like "buy-ins" or unbalanced pricing.

• The contract type will be a Firm Fixed Price Construction contract.

• A Project Labor Agreement (PLA) is required and must be submitted with the proposal. Failure to submit a compliant PLA will make the offeror ineligible for award.

• Basis of Award: Award will be made on a Subjective Best Value Trade-off basis, considering four factors: Construction Approach, Past Performance, Small Business Participation, and Price.

• Factor Importance: Factors 1 (Construction Approach) and 2 (Past Performance) are equally important and more important than Factor 3 (Small Business Participation). Factors 1, 2, and 3 combined are equally as important as Factor 4 (Price).

• Minimum Requirements: Offerors must achieve at least a "Marginal" rating for all non-cost factors to be considered for award. Failure in any of the three non-cost factors will result in a technically unacceptable rating, precluding award unless deficiencies are remedied.

• Proposal Evaluation: Proposals will be evaluated for Adequacy of Response and Feasibility of Approach. Ratings will be adjectival (Outstanding, Good, Acceptable, Marginal, Unacceptable) with associated risk assessments.

• Past Performance: Recency (within 15 years) and relevancy (similar scope, complexity, magnitude, dollar value, contract type) are key. Offerors must provide a Past Performance Questionnaire (PPQ).

• Small Business Participation: A Small Business Participation Commitment Document (SBPCD) is required, detailing commitments and types of small businesses. Aggressive socio-economic goals will be rated higher.

• Price Evaluation: Price will be considered but not scored. It will be evaluated for reasonableness and realism. Unreasonably high, low, or unbalanced prices may be rejected.

• Award will be made to responsible prospective contractors who meet general standards outlined in FAR 9.104-1 (financial resources, schedule compliance, performance record, integrity, organization, experience, technical skills, equipment, facilities, and eligibility).

• The document includes definitions for various evaluation terms such as Rating, Technical Rating, Trade-Off Ratings, Significant Strength, Strength, Weakness, Deficiency, Uncertainty, and Adverse Past Performance.

• Appendix F references a "Small Business Participation Commitment Progress Quarterly Report."

Specifications / Technical Documents

This document contains detailed specifications for various aspects of the "Lock Foundation and Site Preparation" for the Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP) at Lock and Dam No. 25. It outlines requirements for:

• Procurement and Contracting: Special contract requirements, including work areas, damage to work, quantity surveys, electronic submission of Davis-Bacon certified payroll, partial payment, certificates of compliance, purchase orders, environmental litigation, time extensions for severe weather, subcontracts, and required insurance.
• General Requirements: Environmental protection, including protection of features, permits, environmental assessments, and the Environmental Protection Plan (EPP). Specific plans required within the EPP include a Spill Control Plan, Recycling and Waste Minimization Plan, Contaminant Prevention Plan, Stormwater Management and Control Plan, and Wastewater management.
• Earthwork: Land-based earthwork, including excavation, fill material, placement, and compaction. It details requirements for topsoil, riprap, and crushed stone, including gradation and testing.
• Structural Steel: Requirements for structural steel, including fabrication, erection, welding, and quality control.
• Concrete and Masonry Anchors: Specifications for post-installed concrete and masonry anchors for lock components.
• Steel Pipe Piles: Requirements for spiral welded and longitudinal seam pipe piles, including material, dimensions, welding, testing, and installation.
• Temporary Construction Facilities and Controls: Requirements for temporary signage, traffic control, fencing, employee parking, utility services, sanitation, fire protection, and restoration of storage areas.
• Instrumentation and Performance Monitoring: Requirements for monitoring the lock structure and reporting results.
• Dredging: Specifications for dredging operations, including character of material, preliminary surveys, inspection, dredge plant and equipment, placement operations, and plant removal.
• Project Schedule: Requirements for developing and maintaining a project schedule using Primavera P6, including submittal procedures, activity coding, and reporting.
• Quality Control: Requirements for establishing and maintaining a quality control system, including QC plans, meetings, organization, submittal review, testing, and certifications.
• Closeout Submittals: Requirements for as-built drawings and record drawings.

This document is critical for bidders as it details the technical requirements, standards, and procedures for performing the work. It outlines specific materials, equipment, testing, quality control, safety, and environmental protection measures that must be adhered to. Bidders must carefully review these specifications to understand the scope of work, potential risks, and the level of detail required for compliance and successful project execution. The document also specifies submittal requirements and timelines, which are crucial for project planning and payment.

Form / Attachment / Pricing Sheet

This document is Section L - Appendix B, the Subcontractor Consent – Experience Information Form. It is designed to gather information about a subcontractor's experience with a prime contractor in response to a government solicitation.

• Government Solicitation: W912P926RA001
• Point of Contact: Angie L. Grimes, Contract Specialist
• Fields to be completed by the bidder include:
  • Contractor Name and Address
  • Contract/Task Order/Purchase Order Number and Dollar Value
  • Contract/TO/PO Status (Active/Complete, Percent Complete, Completion Date)
  • Project Title, Location, Prime Contractor, and Sub-Contractor
  • Project Description (features of work completed)
• A "Subcontractor Consent" section requires the subcontractor to acknowledge their participation and consent to the government discussing their performance with the prime contractor.

This form is crucial for bidders who intend to use subcontractors. It requires detailed information about past projects and explicit consent for performance discussions, which will likely be a factor in the overall evaluation of the prime contractor's proposal.

Form / Attachment / Pricing Sheet

This document is a "Letter of Commitment to Perform as a Subcontractor" for Solicitation W912P926RA001. It requires the prime offeror to identify a subcontractor who commits to performing a portion of the work under the contract.

• Solicitation Number: W912P926RA001
• Name of Offeror: Field to be completed by the prime offeror.
• Name of Subcontractor: Field to be completed by the subcontractor.
• Address of Subcontractor: Fields for City, State, and Zip.
• Small Business Certifications: Checkboxes for Small Business, Small Disadvantaged Business (SDB), Women Owned Small Business (WOSB), HUBZone-Certified Small Business (HUBZone), Veteran-Owned Small Business (VOSB), and Service-Disabled Veteran-Owned Small Business (SDVOSB).
• Description of Work to be Performed by Subcontractor: A space to detail the specific work the subcontractor will undertake.
• Commitment Total: A field for the estimated dollar amount of the subcontractor's price, based on estimated unit prices and quantities from the proposal bid sheet.
• Affirmation: A statement affirming the subcontractor's commitment to perform the specified portion of the contract for the estimated dollar value.
• Signatures: Spaces for authorized officials from both the subcontractor and the offeror to sign and date.

This form is crucial for prime offerors to document their subcontracting plans and commitments. Subcontractors interested in participating in this opportunity must complete this letter to formally commit to performing a portion of the work and to specify their business size/certifications and the estimated value of their commitment. It clarifies that this letter is not an actual subcontract, but a commitment pending the award of the prime contract.

Solicitation / RFP / RFQ

This solicitation is for "NESP LD25 Lock Foundation & Site Preparation" and involves lock foundation work and site preparation. The lock foundation work includes excavation and disposal of existing scour protection riprap, dredging of sand fill, placement of sand fill for the lock foundation, and placement of a riprap berm. It also involves constructing a separator wall (sheet pile wall) to separate the river side riprap berm from the dredged sand, and a deflector to route water.

• Lock Foundation Work: Excavation, disposal of riprap, dredging, sand fill placement, riprap berm placement, construction of a sheet pile separator wall, and installation of a deflector.

• Site Preparation Work: Placement of additional dredge borrow for a future staging and laydown area, and installation of a sanitary outfall pipe.

• Product Service Code: Y1PZ

• North American Industry Classification System (NAICS): 237990

• Contract Type: Firm Fixed Price (as indicated by "Pricing Arrangement: Firm Fixed Price" for items 0001-0004).

• Estimated Value: $54,000,000 (from Item 12c).

• Period of Performance:

  • Site Preparation: 365 calendar days after Notice to Proceed (NTP).
  • Lock Foundation: 548 calendar days after NTP.

• Option Line Item 0004: Assist Vessel, 90 Days.

• Proposal Submission Deadline: February 23, 2026, at 23:36:43Z (from metadata).

• Evaluation Factors: Detailed in Section M, including "Evaluation Exclusive of Options" and "Evaluation of Options."

• Site Visit: Scheduled for March 11, 2026, from 0900 A.M. to 1200 P.M. CST at 10 Sandy Slough Rd, Winfield, MO 63389. POC: Jacob Prebianca at (314) 422-8954.

• Not explicitly stated as a set-aside in the provided sections, but includes clauses related to small business concerns and Buy American requirements.

• The solicitation number is W912P926RA001.

• The document includes numerous FAR and DFARS clauses covering various aspects of construction contracts, including payment, inspection, variations in estimated quantities, and representations and certifications.

Form / Attachment / Pricing Sheet

This document is a Pricing Schedule that outlines the estimated quantities and unit prices for various tasks and materials required for the "Scour Repair" opportunity. Bidders are required to provide their unit prices and calculate the extended amounts for each item.

• Base Schedule: Includes items such as Mobilization and Demobilization, Site Preparation (Erosion Control, Fill, Slope Protection, Pipe Installation, Land Based Site Work), and Lock Foundation (Deflector Wall, Steel Pipe Piles, Separator Wall Furnishing and Installation, Concrete Mattress, Dredge Material Placement, and Excavation).
• Option 1 Schedule: Includes an optional item for "Assist Vessel."
• Abbreviations: Defines units of measure (JOB, CY, TN, LF, DAY).
• Pricing Schedule Notes: Provides important instructions regarding estimated quantities, unit price basis, extensions, subdivisions of items (0014, 0016), variations in estimated quantities, and optional line items.

This document is critical for bidders to understand the cost structure of the opportunity. It requires bidders to input their pricing for all listed items, including base and optional work. The notes provide specific guidance on how pricing will be evaluated, particularly for items with subdivided quantities and potential variations. Failure to provide pricing for all items may lead to disqualification.

Form / Attachment / Pricing Sheet

This document is the NAVFAC / USACE Past Performance Questionnaire (PPQ), Form PPQ-0. It is designed to collect client feedback on a contractor's performance for a specific project. This information is used by the Government to evaluate a contractor's past performance as part of a proposal evaluation process.

• Contractor Information: Details about the firm, including name, address, CAGE code, DUNS number, and contact information.
• Contract Information: Specifics of the contract under which performance is being evaluated, including contract number, type, title, location, award and completion dates, and original and final prices.
• Project Description: A summary of the work performed and its relevance to the current solicitation.
• Client Information: Details about the client providing the feedback.
• Performance Ratings: A structured rating system (Exceptional, Very Good, Satisfactory, Marginal, Unsatisfactory, Not Applicable) used by the client to evaluate the contractor across various categories:
  • Quality
  • Schedule/Timeliness of Performance
  • Customer Satisfaction
  • Management/Personnel/Labor
  • Cost/Financial Management
  • Safety/Security
  • General
• Narrative Remarks: A section for the client to provide a narrative addressing specific strengths, weaknesses, deficiencies, or other comments.

Bidders are expected to have their clients complete this questionnaire for relevant past projects. The completed questionnaires will be submitted with the proposal to demonstrate past performance. The detailed ratings and narrative comments provide insight into the contractor's capabilities and potential performance on the current opportunity. The government reserves the right to verify all information provided.

Form / Attachment / Pricing Sheet

This document provides the required format for the Small Business Participation Commitment Document. It is designed to standardize responses and evaluations related to small business participation in the acquisition. This format is distinct from the Small Business Subcontracting Plan required for large businesses.

• Prime Offeror Identification: Bidders must identify their business type (Large Prime, Small Business Prime) and applicable categories (e.g., Small Disadvantaged Business, Woman-Owned Small Business, HUBZone, Veteran Owned, Service Disabled Veteran Owned, HBCU/MI).
• Total Participation Percentage: Bidders must state the total percentage of work to be performed by both large and small businesses, including prime and subcontractors. The combined total must equal 100%.
• Subcategory Participation: Bidders must detail the percentage of work performed by each subcategory of small business (SDB, HUBZone, WOSB, SDVOSB, VOSB, HBCU/MI). Note that SDVOSBs are automatically counted as VOSBs.
• Supplies/Services by Small Business: Bidders must list the specific companies and the types of services or supplies they will provide, categorized by small business type.
• Extent of Commitment: Bidders must describe the nature of their commitments to use small businesses (e.g., prime, written contract, joint venture, mentor-protégé).

All offerors, both large and small businesses, are required to complete this document. It outlines how bidders should propose and commit to the level of small business participation in their proposals. For offerors other than U.S. Small Businesses, this commitment document must be consistent with their required Small Business Subcontracting Plan (FAR 52.219-9 and DFARS 252.219-7003 or 7004).

Form / Attachment / Pricing Sheet

This document is the Department of Defense (DoD) Checklist for Reviewing Subcontracting Plans, dated September 2019. It serves as a guide for contracting officers to ensure that offerors' subcontracting plans meet the requirements outlined in FAR 52.219-9 and DFARS 219.705.

The checklist is organized by item number, referencing specific FAR or DFARS clauses. For each clause, it outlines the "Elements of a Subcontracting Plan" and provides "Instructions / Notes" for the contracting officer. Key areas covered include:

• Goal Expression: Whether goals are expressed in total dollars or as a percentage of total planned subcontracting dollars for various small business categories (small business, veteran-owned, service-disabled veteran-owned, HUBZone, small disadvantaged, women-owned).
• Subcontracting Details: Requirements for stating total dollars planned for subcontracting, projected sales, and the principal types of supplies and services to be subcontracted.
• Reporting and Administration: Assurances regarding the submission of reports (ISR, SSR, SF 294), the designation of an individual to administer the plan, and efforts to ensure equitable opportunities for small businesses.
• Outreach and Good Faith Efforts: Requirements for maintaining records of outreach efforts to various organizations and trade associations, and assurances of making good faith efforts to acquire goods and services from small businesses.
• Commercial Plans: Specific considerations for commercial plans, including their scope and required signature page information.

While this document is a checklist for government review, potential bidders can use it to understand the specific requirements and assurances that will be evaluated when submitting a subcontracting plan. It highlights the detailed information and commitments expected regarding small business subcontracting, which may influence proposal preparation and strategy.

Form / Attachment / Pricing Sheet

This document is a "Small Business Participation/Utilization Reporting" form. It is designed for contractors to report their small business participation and utilization data.

• Fields for Company Name, Contract No., and Date.
• A table to record "Small Business Participation Data" including:
  • Project No.
  • Order Number
  • Mod No.
  • Award Date
  • Award Amount
  • HubZone
  • SDB (including 8(a))
  • VOSB
  • SDVOSB
  • WOSB
  • SB Other
  • Total Performed by SB
  • SB %
• A section for "TOTALS".
• A "COMMENTS" section.
• Fields for Signature and Date.
• A note clarifying how prime contractors, especially small businesses, should report their efforts and subcontracted portions.

This form is likely an attachment to a solicitation or contract that requires reporting on small business subcontracting goals. Bidders should review this form to understand the reporting requirements related to small business participation if they are awarded a contract. It indicates the type of data that may need to be tracked and reported throughout the contract performance period.

Form / Attachment / Pricing Sheet

This document is a "General Decision" which provides prevailing wage rates for various construction trades in Missouri. It is intended to inform bidders of the minimum wage and fringe benefit rates that must be paid to laborers and mechanics on federally funded or assisted construction projects in accordance with the Davis-Bacon Act.

• General Decision Number: MO20260001
• State: Missouri
• Construction Types: Heavy and Highway
• Counties: Statewide, with specific breakdowns for various trades (e.g., Carpenters, Electricians, Ironworkers, Laborers, Painters, Plumbers, Pipefitters, Truck Drivers, Cement Masons).
• Wage Rates and Fringes: Detailed hourly rates and fringe benefits are listed for numerous classifications within each trade, often broken down by specific counties or regions within Missouri.
• Effective Dates: Most wage determinations have an effective date, typically in 2024 or 2025.
• Union Rate Identifiers: Explanations of various identifiers (e.g., "SU", "UAVG", "SA") used to denote the source and type of wage rate (union, survey, state-adopted).
• Appeals Process: Information on how to appeal wage determinations.

Bidders must use these prevailing wage rates to accurately calculate labor costs for their proposals. Failure to comply with these wage requirements can lead to penalties and contract non-compliance. Understanding these rates is crucial for developing a competitive and compliant bid.

Form / Attachment / Pricing Sheet

This document contains "Reference Drawings" for the "Lock Foundation and Site Preparation" project. These drawings provide detailed plans, sections, elevations, and hydrographic data related to the "Lock and Dam No. 25 Downstream Main Lock Scour Repair - Phase 2" on the Mississippi River in Winfield, Missouri.

• Civil Drawings (CS series): Site plans, cross-sections, and details of the lock foundation and site preparation, including rip rap and stone protection.
• Structural Drawings (SS series): Plans and sections detailing the apron combi-wall layout, elevation, and construction.
• Hydrographic Drawings (H series): Pool and tailwater stage hydrographs from 1939 to 2012, illustrating historical water level fluctuations.
• General Information (G series): Vicinity map and cover sheet.

These drawings are critical for bidders to understand the existing site conditions, proposed construction elements, and historical water level data. They provide the detailed technical specifications and visual representations necessary for accurate bidding and project execution.

Specifications

This document contains specifications for the "Lock Foundation and Site Preparation" for Lock and Dam No. 25 as part of the Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP).

• Divisions 00-35: Covers a wide range of requirements including Procurement and Contracting, General Requirements, Existing Conditions, Metals, Earthwork, Exterior Improvements, Utilities, Waterway and Marine Construction, and specific project requirements.

• Specifications: Details requirements for various aspects of the project, including:

  • Environmental Protection (Division 01 11 30)
  • Measurement and Payment (Division 01 22 00)
  • Project Schedule (Division 01 32 01.00 10)
  • Survey and Alignment Control (Division 01 32 23.00 08)
  • Digital Progress Images (Division 01 32 33.00 09)
  • Submittal Procedures (Division 01 33 00)
  • Quality Control (Division 01 45 00)
  • Resident Management System (RMS) Contractor Mode (Division 01 45 00.15 10)
  • Temporary Construction Facilities and Controls (Division 01 50 00)
  • Governmental Safety Requirements (Division 01 35 26)
  • Demolition and Deconstruction (Division 02 41 00)
  • Monitoring Structure Movement (Division 02 60 40)
  • Post-Installed Concrete and Masonry Anchors (Section 05 05 20)
  • Structural Welding (Section 05 05 23.16)
  • Structural Steel (Section 05 12 00)
  • Articulating Fabric Formed Grout Mattress (Section 31 06 00)
  • Engineering Fabric (Section 31 06 00.00 09)
  • Clearing and Grubbing (Section 31 11 00)
  • Land Based Earthwork (Section 31 22 03)
  • Stone Protection (Section 31 37 00)
  • Steel Pipe Piles (Section 31 62 17)
  • Seeding (Section 32 92 19)
  • Sanitary Sewerage (Section 33 30 00)
  • Dredging (Section 35 20 23)
  • Underwater Excavation (Section 35 23 20)

• Pricing Schedule: Includes estimated quantities and unit prices for various items such as Mobilization, Erosion Control, Deflector Wall Installation, Steel Pipe Pile Installation, Dredge Material Placement, Rip Rap Excavation, Scour Protection, and Site Monitoring.

• This document outlines the technical specifications for the lock foundation and site preparation work. Bidders should carefully review all divisions and sections to understand the full scope and requirements.

• Emphasis is placed on quality control, safety, environmental protection, and detailed submittal procedures.

• Specific attention should be paid to the pricing schedule for estimated quantities and associated costs.

Form / Attachment / Pricing Sheet

This document contains detailed engineering drawings and plans related to the "Lock and Dam No. 25 Downstream Main Lock Scour Repair - Phase 1" and "Phase 2" projects. It includes site plans, boring logs, soil and rock legends, hydrographs, and various cross-sections and details of the lock and dam structures.

• Site Plans: Illustrate the project area, including existing structures, proposed work limits, and boring locations.
• Boring Logs (B-001, B-101, B-102, B-103): Provide detailed subsurface soil and rock information, including classification, consistency, water content, and test results.
• Soil and Rock Legend (B-001): Explains the classification systems and symbols used in the boring logs.
• Hydrographs (H-001, H-002, H-003, H-004): Present historical pool and tailwater stage data for various periods.
• Structural and Civil Drawings (CS-101, CS-301, SS-101, etc.): Detail the construction elements, including sheet piling, concrete aprons, stone protection, and general notes on materials and construction methods.
• Index of Drawings (G1000, G1001): Provides a comprehensive list of all associated drawings for the project.

These drawings are critical for bidders to understand the existing conditions, the scope of work, the materials and methods required, and the specific locations for the scour repair project at Lock and Dam No. 25. They provide the detailed technical specifications and layout necessary for accurate bidding and project execution.

Sources Sought Notice

This notice is for information and planning purposes only and is not a commitment to issue a solicitation or make an award. The U.S. Army Corps of Engineers (USACE), St. Louis District, is seeking input from industry regarding Project Labor Agreements (PLAs) for the Lock Foundation and Site Preparation for Lock & Dam 25 project. The notice also provides draft Plans & Specifications for informational purposes to help interested parties understand the project requirements before a formal Request for Proposal (RFP) is released.

• Lock foundation and site preparation work.

• Excavation and disposal of existing scour protection riprap.

• Dredging of sand fill and placement of sand fill for the proposed lock foundation.

• Placement of a riprap berm.

• Construction of a sheet pile separator wall.

• Construction of a deflector wall.

• Additional dredge borrow for a future staging and laydown area.

• Installation of a sanitary outfall pipe.

• Anticipated Contract Type: Firm-Fixed-Price Construction.

• Anticipated Period of Performance: 365 calendar days from Notice to Proceed (NTP).

• Estimated Magnitude: Between $25,000,000 and $50,000,000.

• NAICS Code: 237990 Other Heavy and Civil Engineering Construction (Exception – Dredging Activities).

• Size Standard: $37,000,000. For this NAICS code, firms must perform at least 40% of the volume dredged with their own equipment or equipment owned by another small dredging concern to be considered small.

• This is NOT a request for proposal, quote, or invitation for bid. No proposals will be considered.

• Responses to the PLA market survey questions are voluntary and should be submitted via email to Angie Grimes (angie.l.grimes@usace.army.mil) no later than 10:00 a.m. CST, 6 October 2025.

• The subject line of the email must reference the Sources Sought Notice number.

• Responses should not exceed ten (10) pages and must include specific business information, capability to bond, and answers to questions regarding PLA usage, labor shortages, scheduling, and procurement strategy.

• The NAICS code 237990 (Exception) has a size standard of $37,000,000. Specific requirements for small business status related to dredging are noted.

• Draft Plans & Specifications are at a 95% level of design maturity and are not the final set.

• USACE is not responsible for any costs incurred by interested parties in responding to this Sources Sought.

• Information submitted is source sensitive and not subject to public disclosure.

Form / Attachment / Pricing Sheet

This document contains a collection of engineering drawings related to the Lock Foundation and Site Preparation for the Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP) at Lock and Dam No. 25. It includes typical sections, dredging plans, and detailed plans for sheet pile separator walls and deflector panels.

• Typical Sections (CG402): Illustrates site preparation details, including existing ground, fill, and riprap slope protection.
• Dredging Plans (CN100-CN104): Outlines overall dredging areas, disposal sites, and alluvium removal areas within the Mississippi River.
• Sheet Pile Separator Wall Plans (SB101-SB102): Details the layout and construction of sheet pile separator walls.
• Deflector Panel Plans and Sections (SB201-SB203, SB301): Provides detailed drawings of parallel and upstream deflector panels, including their construction and assembly.
• Details (SB501-SB503): Offers specific construction details for various components, such as lifting lugs, anchor rods, and pipe pile penetrations.

These drawings are critical for bidders to understand the physical scope, site conditions, and specific construction requirements for the lock foundation and site preparation work. They provide essential visual information for estimating costs, planning construction methods, and ensuring compliance with design specifications.

Forms / Attachments / Pricing Sheets

This document is a plan set for the "Lock Foundation and Site Preparation" for the Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP) at Lock and Dam No. 25. It provides detailed engineering drawings and information relevant to the construction project.

• Cover Sheet (G1001): Provides project title, solicitation number (W912P9-26-R-A001), contract number, issue date (August 2025), and identifies the project as a 95% DQC Review.
• Index of Drawings (G1002): Lists all the drawings included in the plan set, categorized by discipline (General, Survey, Geotechnical, Civil, Structural, Dredging, etc.).
• General Abbreviations (G1003): A comprehensive list of abbreviations used throughout the project documents.
• Location and Vicinity Maps (GC001): Shows the project's geographical location and surrounding areas.
• General Information (GC003): Provides details on drawing conventions, scales, and notes specific to the project.
• Contractor Work Limits (GC100-GC104): Outlines the areas where the contractor is permitted to perform work, including dredging and staging areas.
• Existing Conditions Sheets (VS100-VS108): Detail the current site conditions, including topography, hydrography, and land features.
• Hydrographs (VH601-VH605): Present historical pool and tailwater elevation data for the lock and dam.

This plan set is crucial for potential bidders to understand the scope of work, site conditions, project location, and specific requirements for the Lock Foundation and Site Preparation at Lock and Dam No. 25. It provides the detailed technical information necessary for preparing accurate and competitive proposals.

Form / Attachment / Pricing Sheet

This document contains a set of engineering drawings (plans and profiles) detailing the "Lock Foundation and Site Preparation" for the Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP) at Lock and Dam No. 25. It outlines various phases of work including separator wall construction, riprap excavation, and foundation preparation.

• Site Plans (CS105-CS109, CG100-CG109): Depict the overall layout, grading, excavation limits, and fill areas for different project phases.
• Site Details (CS501): Provides specific details for articulating fabric formed concrete mattress and precast reinforced concrete outlets.
• Profile Views (CG201-CG208): Illustrate the vertical alignment and elevations for riprap excavation, separator wall construction, foundation preparation along the lock centerline, and sanitary outfall.
• General Sheet Notes & Sheet Keynotes: Provide specific instructions, material requirements (e.g., riprap types and sizes, sand fill), excavation depths, slope requirements, and elevation targets.
• Legends and Retrap Details: Define symbols used on the drawings and provide details for specific construction elements.

These drawings are critical for bidders to understand the physical scope of work, the required earthwork, material specifications, and the precise locations and elevations for construction activities related to the lock foundation and site preparation. They provide the detailed technical specifications necessary for accurate bidding and project execution.

Forms / Attachments / Pricing Sheets

This document contains a collection of technical drawings and plans related to the "Lock Foundation and Site Preparation" project for the Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP) at Lock and Dam No. 25. It includes hydrographs, elevation-frequency curves, stage-flow relationships, boring logs, demolition plans, and site plans.

• Hydrographs (VH603): Illustrate historical pool and tailwater elevations from 2013 to 2023.
• Elevation-Frequency and Duration Plots (VH604, VH606): Provide statistical data on river elevations and their duration over time (1952-2022).
• Stage-Flow Relationship (VH605): Details the relationship between river flow and water surface elevations.
• Soil and Rock Legend (BB001): Defines symbols and classifications used in soil and rock descriptions.
• Boring Location Plans (BB101-BB104): Show the locations of historical and new exploration borings.
• Boring Logs (BB201-BB207): Provide detailed subsurface soil and rock data from various boring locations.
• Demolition Plans (CD100-CD102): Outline areas and items designated for demolition, including pavement, riprap, and structures.
• Site Plans (CS100-CS104): Illustrate overall site preparation, land site details, and riprap excavation phases.

These documents are critical for bidders to understand the existing site conditions, subsurface soil and rock characteristics, historical hydraulic data, and planned demolition and site preparation activities. This information is essential for developing accurate bids, project execution plans, and risk assessments for the Lock Foundation and Site Preparation project.

Form / Attachment / Pricing Sheet

This document contains cross-section drawings detailing the "Lock Foundation and Site Preparation" for the "Upper Mississippi River Navigation Ecosystem Sustainability Project (NESP)" at Lock and Dam No. 25. It illustrates various stages of "Riprap Excavation and Separator Wall" and "Foundation Preparation" along different station points.

• Cross-Sectional Views: Depicts the river bottom, excavation phases, riprap placement (varying weights like 1000 LB and 5000 LB), separator walls, sand fill grades, and existing structures like timber cribs and concrete aprons.
• Material Specifications: Identifies different types of riprap (e.g., R5000, B-Stone, C-Stone), sand fill, and timber cribbing.
• Elevations and Offsets: Provides specific elevation (EL) and offset (OFF) data for various points within the cross-sections.
• Stationing: Indicates progress along the project alignment from station 1+04 to 14+00.
• Typical Sections: Includes overall typical sections for foundation preparation and riprap excavation, outlining embedment depths, berm elevations, and backfill requirements.

These drawings are critical for bidders to understand the physical scope of work, the required excavation depths, the types and quantities of materials to be placed (riprap, sand fill), and the final engineered contours of the foundation and surrounding areas. They provide essential visual information for estimating costs, planning construction methods, and assessing the complexity of the site preparation and foundation work.

Forms / Attachments / Pricing Sheets

This document contains a 95 percent "Design Quality Control" (DQC) review plan set for the "Lock Foundation and Site Preparation" project, specifically addressing the "Downstream Guide Wall Silt Removal" at Mississippi River Lock & Dam No. 25. It includes civil drawings, reference plans, and instrumentation data crucial for understanding the project's scope and requirements.

• Civil Drawings (Sheets G-002, C-101, C-102, C-501, C-502, C-503): These provide detailed site plans, general notes, excavation cross-sections, spoil area details, and civil specifications for site preparation, including clearing, grubbing, spoil placement, and the construction of a new permanent haul road. Bidders need these to assess the physical scope and complexity.
• Reference Drawings (Sheets R-101, R-102): These illustrate general lock plans, masonry upper and lower guide walls, and various cross-sections and elevations, offering context for existing infrastructure and specific construction details.
• Instrumentation Data (Appendix A & B):
  • Inventory (Appendix A): Lists available instrumentation.
  • Locations (Appendix B): Diagrams and tables show the placement of Inclinometers, Joint Bolt Groups, and Piezometers within the Lock & Dam structure, noting their Monolith Numbers and Lock Side.
  • Thresholds (Appendix B): Tables (B1 for Inclinometers, B2 for Joint Bolts) define warning and stop change thresholds for monitoring instrument performance. This is critical for bidders to understand monitoring systems and ensure compliance with structural integrity requirements during their work.

These drawings and data are essential for bidders to accurately estimate costs, plan execution, and understand the existing conditions, site preparation needs, spoil disposal requirements, and structural monitoring considerations for the "Downstream Guide Wall Silt Removal" project.