Y--MOD/MODE/US Bypass Canal Repairs

Amendment / Modification

This amendment (0002) to Solicitation 140R3026R0001 is effective 01/22/2026.

• It clarifies that no new questions will be accepted. Only questions/clarifications pertaining to this specific amendment will be considered.

• Questions related to this amendment must be submitted via email to Harris Abellon at habellon@usbr.gov by 12:00 p.m. PS on February 16, 2026 (Monday).

• The date and time for receipt of quotes remains unchanged: February 19, 2026, at 12:00 p.m. PS.

• Offerors must acknowledge receipt of this amendment as instructed in Block 11 of the SF 30 form.

• The amendment includes "Attachment 14 Questions and Responses."

• The deadline for submitting questions related to this amendment has been set.

• The deadline for receipt of quotes remains the same.

Questions & Answers / Clarifications

This document provides clarification on the requirements for the proposal schedule submission for the 140R3026R0001 MOD/MODE/US Bypass Canal Repairs opportunity.

• Proposal Schedule Columns: The government clarifies that while Section L.13(1)(d) specifies columns for activity name, plan duration, start, finish, float, and calendar ID, they will accept schedules where float is not a separate column, provided it is clearly identifiable through relationships and lag. The primary intent is to ensure visibility of schedule logic and flexibility.

• Bidders do not need to create a separate column for "float" if the information is presented clearly through other means within their scheduling tool (e.g., MS Project).

• This clarification may affect how bidders format their schedule submissions, potentially simplifying the process if a dedicated float column is difficult to generate.

Form / Attachment / Pricing Sheet

This document provides detailed technical drawings and specifications for typical canal lining sections and expansion joint details. It is intended to guide the construction or repair of canal lining systems.

• Typical Concrete Lining Sections: Illustrates various cross-sections of canal lining, including dimensions for base width, lining thickness, side slopes, and water elevation for different configurations (MODE, MOD, US Bypass).
• Expansion Joint Details: Shows specific designs for expansion joints (Type 1 and Type 2), including dimensions, materials (sealant, backer rod, filler), and placement.
• Groove Detail: Provides specifications for longitudinal and transverse grooves within the concrete lining.
• Notes: Includes important instructions such as field verification of dimensions, undercut requirements for bankline, concrete lining thickness (3 1/2" for repaired sections), and base width variations.

This attachment is crucial for bidders to understand the specific construction methods, materials, and geometric requirements for any canal lining work associated with the opportunity. It directly informs the technical approach, material quantities, and labor needed for accurate proposal development and execution.

Statement of Work (SOW) / Performance Work Statement (PWS)

To establish a contract for the replacement and repair of concrete canal panels for the MOD, MODE, and US Bypass canals.

• Saw cutting, demolition, vegetation removal, and legal disposal of existing canal lining panels.

• Furnishing and placing new 3 ½" thick concrete canal lining panels.

• Furnishing and installing concrete groove joints and expansion joints.

• Applying crack sealant to preserve concrete panels.

• Conducting testing for backfill material and new concrete.

• Providing labor, equipment, and materials for cofferdams to prevent water intrusion.

• Optional work includes dewatering and placement of erosion control-slurry fill.

• Performance period: 120 calendar days from contract award.

• Canal outages scheduled: MOD, MODE, and US Bypass canals from April 6, 2026, through April 22, 2026.

• Location: Yuma, Arizona.

• Contractor must prepare and implement a Construction Plan, Safety Program, and Traffic Control Plan.

• Adherence to all applicable safety and health regulations (OSHA, RSHS).

• Site security measures, including restricting access to fenced and unfenced areas.

• Coordination with various stakeholders including the U.S. Border Patrol and local government agencies.

• Compliance with USDA BioPreferred program requirements for designated biobased products.

Form / Attachment / Pricing Sheet

This document is a sign-in sheet for a site visit related to Solicitation No. 140R3026R0001, "MOD/MODE/US Bypass Canal Repairs." The site visit took place on February 4, 2026.

• Lists attendees, their representative roles (Prime, Sub, Supplier, Govt.), firm names, addresses, and contact information (phone and email).
• Includes representatives from the Bureau of Reclamation, IOI Construction Corp, AC Lopez Construction, Inc., Taylor Engineering, and GIDEON USA.

This document provides a record of who attended the site visit. While it does not contain technical details or requirements, it can help bidders identify potential competitors or partners who were present and engaged with the opportunity.

Questions & Answers / Clarifications

This document provides responses to questions submitted by potential bidders prior to a site visit for the "140R3026R0001 MOD/MODE/US Bypass Canal Repairs" opportunity.

• Site Supervision Roles: The solicitation does not mandate separate individuals for site supervision. A single individual may serve as Quality Control Manager, Superintendent, and SSHO if they meet all qualifications and can effectively perform all duties, provided safety and quality requirements are met.
• HUBZone Set-Aside and Minority Participation: Section L.5 incorporates FAR 52.222-23, which establishes minority and female participation goals under Executive Order 11246. These goals are separate from HUBZone requirements, are not quotas, and do not require hiring based on race or gender. Contractors must demonstrate good faith efforts through outreach and recruitment. Reporting is typically through OFCCP protocols, and employees are not required to disclose demographic information.
• Notification to Department of Labor: Section L.5 and FAR 52.222-23(d) are requirements. Contractors must provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance within 10 working days of awarding any construction subcontract over $10,000 at any tier.
• Proposal Submission Requirements: Submission requirements in Section L are mandatory unless specified otherwise. Offerors should provide all required information but may tailor responses to the project's scope and complexity. Sections that do not apply should be marked "Not Applicable" with a brief explanation.
• Cross-Reference Index: Section L.13(f)(1)(b) requires an index that cross-references the Statement of Work (SOW), specifications, or Performance Work Statement (PWS) to the proposal sections addressing compliance. This index should be placed at the beginning of each volume or as a consolidated section and include SOW/PWS reference, proposal section/page, and a brief note on compliance. A simple tabular format is acceptable.
• Past Performance: While the solicitation requires Past Performance Questionnaires (PPQs), completed CPARS reports will be accepted in lieu of PPQs if available for the projects. Offerors should indicate if CPARS are provided and reference the associated projects.

These clarifications provide specific guidance on proposal content, submission requirements, and evaluation factors, particularly regarding personnel roles, socioeconomic requirements, and documentation. Bidders should ensure their proposals address these points comprehensively.

Amendment / Modification

This document is Amendment 0001 to Solicitation 140R3026R0001.

• The solicitation is amended as set forth in Item 14.

• The hour and date specified for receipt of offers is extended and is not extended (checkbox indicates it is not extended).

• Bidders must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended.

• Failure to acknowledge may result in rejection of the offer.

• If a bidder desires to change an offer already submitted due to this amendment, the change must be made by letter or electronic communication referencing the solicitation and amendment, and received prior to the opening hour and date specified.

Solicitation / RFP / RFQ

This solicitation is for the replacement and repair of concrete canal panels for the Main Outlet Drain (MOD), Main Outlet Drain Extension (MODE), and US Bypass Canals, located within Yuma County, Arizona. The estimated magnitude of construction is between $1,000,000 and $5,000,000. This solicitation is 100% set-aside for HUBZone Small Business Concerns.

• Replacement and repair of concrete canal panels.

• Specific work includes MOD/MODE/US Bypass Canal Repairs.

• Contract type is not explicitly stated, but it is a sealed bid (IFB) or negotiated (RFP) solicitation.

• Performance period is 120 calendar days after notice to proceed.

• Performance and payment bonds are required within 5 calendar days after award.

• Offers are due by local time on 02/19/2026.

• Offers must be submitted to the address specified in Item 8.

• Offers providing less than 60 calendar days for Government acceptance will be rejected.

• Sealed envelopes containing offers shall be marked with offeror's name and address, solicitation number, and due date/time.

• This solicitation is 100% set-aside for HUBZone Small Business Concerns.

• The document is a Standard Form 1442 (Rev. 12/2022).

Statement of Work (SOW) / Performance Work Statement (PWS)

This document details required repairs for canal structures along the MOD/MODE/US Bypass canals.

• Lists specific canal repair locations identified by MOD ID and US BYPASS ID.

• Details the deficiency for each location (e.g., "Radial gates check structure in poor condition," "1 broken panel L.").

• Outlines the "Intended Repair (Estimated)" for each deficiency, including demolition, backfill, rebuilding canal lining, and panel replacement.

• Provides approximate dimensions for repairs in square feet (SF).

• Dimensions are listed as approximate and subject to field verification.

• Type 2 expansion joints are estimated to be required at all repairs where new concrete contacts old concrete.

• Not explicitly stated in this appendix, but refers to canal locations.

• Refers to Reclamation drawing 423-303-60177 for location maps and reference points.

• Notes on station value referencing (upstream/downstream) are provided for MOD, MODE, and US Bypass canals.

Forms / Attachments / Pricing Sheets

This document, "Attachment_03_-_MMB_Specifications.pdf", appears to be a collection of specifications and requirements for the "MOD/MODE/US Bypass Canal Repairs Project". It details various aspects of the project, including general requirements, earthwork, construction sequencing, site usage, work restrictions, interruption of service, submittals, safety, temporary utilities, vehicular access, traffic control, protection of existing installations, water pollution control, cleaning and waste management, dust abatement, care of the canal during construction, and water removal from excavation.

• General Requirements (Division 01): Covers construction sequencing, site use, work restrictions, submittals, safety protocols, temporary utilities, vehicular access, traffic control, protection of existing installations, water pollution control, and cleaning/waste management.
• Earthwork (Division 31): Includes specifications for water for dust abatement, care of the canal during construction, and removal of water from excavation.
• Specific Sections: Details on submittals (Section 01 33 00), safety data sheets (Section 01 35 10), safety and health (Section 01 35 20), contractor's onsite safety personnel (Section 01 35 30), temporary utilities (Section 01 51 00), vehicular access and parking (Section 01 55 00), traffic control (Section 01 55 20), protection of existing installations (Section 01 56 10), water pollution control (Section 01 57 30), cleaning and waste management (Section 01 74 00), water for dust abatement (Section 31 02 10), care of canal during construction (Section 31 03 10), and removal of water from excavation (Section 31 03 33).

This document is crucial for bidders as it outlines the technical specifications, operational requirements, safety standards, environmental controls, and logistical considerations for the bypass canal repairs project. Understanding these specifications is essential for developing an accurate bid, planning project execution, and ensuring compliance with all contract requirements.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) wage determination for Yuma County, Arizona, specifically for heavy construction projects. It outlines the prevailing wage rates and fringe benefits that must be paid to various laborers and mechanics employed on federal or federally funded construction projects in the specified geographic area.

• General Decision Number: AZ20260062
• Publication Date: 01/02/2026
• Geographic Area: Yuma County, Arizona
• Construction Type: Heavy
• Classifications: Lists various job classifications (e.g., Electrician, Power Equipment Operator, Truck Driver, Laborer, Carpenter, Welder) with their corresponding hourly wage rates and fringe benefit amounts.
• Effective Dates: Wage rates are effective for specific periods, often tied to dates like 06/01/2025, 08/04/2025, 12/01/2024, or 11/19/2024.
• Executive Order 13706: Notes that Executive Order 13706, establishing paid sick leave for federal contractors, applies to contracts awarded on or after January 1, 2017. Contractors must provide employees with 1 hour of paid sick leave for every 30 hours worked, up to 56 hours per year.
• Appeals Process: Outlines the process for appealing wage determination decisions.

Bidders must use this wage determination to accurately calculate labor costs for their proposals on relevant federal or federally funded construction opportunities in Yuma County, Arizona. Failure to comply with these prevailing wage requirements can lead to contract violations and penalties. It is crucial for bidders to identify the specific classifications required for their proposed work and ensure their labor cost estimates align with the rates and fringe benefits specified in this document.

Form / Attachment / Pricing Sheet

This document is a Standard Form 25A, Payment Bond, used to protect persons supplying labor and material for a contract. It is required under 40 USC Chapter 31, Subchapter III, Bonds.

• Principal: Requires the legal name and business address of the entity undertaking the contract.
• Surety(ies): Requires the name(s) and business address(es) of the surety or sureties providing the bond.
• Penal Sum Of Bond: Specifies the maximum liability of the surety.
• Contract Date & Number: Identifies the contract to which the bond applies.
• Obligation: Outlines the conditions under which the bond is valid, primarily ensuring prompt payment for labor and materials.
• Execution: Spaces for signatures, names, titles, and seals of the Principal and Surety(ies).

Bidders may be required to provide this payment bond as part of their contractual obligations if awarded an opportunity. The form details the information needed from both the principal (the contractor) and the surety. It ensures that subcontractors and suppliers are paid for their work and materials, mitigating financial risk for those parties.

Form / Attachment / Pricing Sheet

This document is Standard Form 25 (Rev. 10/2023), a Performance Bond. It is required for government contracts to ensure the principal fulfills their contractual obligations. Bidders will need to understand the requirements for providing this bond as part of their proposal or upon contract award.

• Principal: Information about the contractor (legal name, business address, type of organization).
• Surety(ies): Information about the surety company or companies providing the bond (name, address, state of incorporation, liability limit).
• Penal Sum of Bond: The maximum amount the surety is liable for.
• Contract Date & Number: Details of the contract the bond is associated with.
• Obligation: Outlines the conditions under which the bond is void (i.e., successful performance of the contract and payment of applicable taxes).
• Execution: Signatures and seals of the Principal and Surety(ies).
• Bond Premium: Fields for rate per thousand and total cost of the bond.

This form details the requirements for a performance bond, which is a financial guarantee that the contractor will complete the work as specified in the contract. Bidders should note the information required for both the principal and the surety, and be prepared to obtain and submit this bond if awarded the contract. The form also outlines instructions for completion and execution, including requirements for corporate seals and evidence of authority for signatories.

Form / Attachment / Pricing Sheet

This document is Form E, a Waste Diversion Table. It is used to record details about waste generated, recycled, reused, or disposed of for a specific project.

• Project Name or Title
• Waste Name/description (per row)
• Total Quantity of Waste Generated
• Unit of Measurement (lbs/gal/ton/cf) for generated waste
• Quantity of Waste Recycled/Reused
• Unit of Measurement (lbs/gal/ton/cf) for recycled/reused waste
• Date Waste Disposed (DD/MM/YYYY)
• Date Waste Recycled/Reuse (DD/MM/YYYY)
• Description of the Disposition/Diversion of Material
• Contact Person
• Phone Number

Bidders may be required to complete and submit this form as part of their proposal or contract deliverables, particularly if the opportunity involves waste management or environmental compliance. It helps track and report on waste diversion efforts.

Form / Attachment / Pricing Sheet

This document provides detailed technical drawings and specifications for concrete lining sections and expansion joint details related to canal repairs. It serves as a visual guide for the construction or repair work.

• Typical Concrete Lining Sections: Illustrates various configurations for concrete lining, including "MOD," "MODE/US Bypass," and sections at expansion joints. Dimensions, slopes, and material specifications (e.g., unreinforced concrete lining, ABC compacted base) are provided.
• Expansion Joint Details: Shows specific designs for "Expansion Joint Type 1" and "Expansion Joint Type 2," including dimensions for sealant, backer rod, and groove details.
• Legends and Notes: Includes a legend for symbols and critical notes regarding dimensions, scaling, concrete thickness, and base widths for different sections.

This attachment is crucial for bidders to understand the precise technical requirements for canal lining and repair work. It directly informs the scope of work, material specifications, and construction methods, impacting cost estimations and project planning.

Form / Attachment / Pricing Sheet

This document is the Hazardous Material Authorization (HMA) Form (LC-035, SEMS-F010, Revision 6), dated 03/31/2023. It is used to request authorization for the use, purchase, storage, or disposal of hazardous materials.

• Requestor Information: Organization/Dept, Name, Date, Project Name, Project Location.
• Material Information: Material/Product Name, Quantity, Unit of Issue, Usage Frequency, Duration of Task.
• Process Information: Description of work activities, storage, reuse/recycling, and disposal of hazardous waste materials. Requires attachment of Safety Data Sheet (SDS).
• Sustainability/Pollution Prevention: Section to list non-hazardous or less hazardous alternatives.
• Supervisor Concurrence: Requires supervisor's name, telephone, date, and signature.
• Authorization: Sections for Hazardous Material Authorized Designee and Health & Safety Authorized Designee to approve or disapprove, with space for reasons and conditions.
• Alternative Waiver: A section to be completed if non-hazardous or less hazardous alternatives are not available due to time, performance, source, or cost.

Bidders may need to complete and submit this form if their contract activities involve the use, purchase, storage, or disposal of hazardous materials. It outlines the process and requirements for obtaining authorization, including the need for an SDS and potential alternative waivers. This form is critical for ensuring compliance with hazardous material regulations and sustainability policies.

Form / Attachment / Pricing Sheet

This document is a Past Performance Questionnaire (PPQ) provided by the U.S. Department of the Interior, Bureau of Reclamation, Boulder City, NV. It is used to gather feedback on a firm's past performance, which will be considered in the evaluation of proposals for an opportunity.

• Firm Information: Fields to record the name and address of the firm being evaluated, along with contract details such as contract number, project title, date of award, location, initial and final amounts, type of contract, and completion date.
• Evaluator Information: Fields for the evaluator's name, company/agency, address, phone number, email address, and position held.
• Rating System: A rating scale from 'O' (Outstanding) to 'U' (Unacceptable) with definitions for each level of performance.
• Performance Areas: Specific questions covering the relationship with the client, management of subcontractors, corporate management, quality of work and control, schedule adherence, cost control, labor standards compliance, and safety compliance.
• Additional Questions: Inquiries regarding cure notices, willingness to award future contracts, customer satisfaction, and opportunities for the firm to discuss ratings.
• Overall Rating: A final overall rating for the firm.

Bidders should be aware that this questionnaire is used to assess their past performance. The information provided by evaluators will directly impact the past performance evaluation factor of the overall opportunity. Completing this form accurately and providing it to the relevant parties is crucial for bidders to demonstrate their capabilities and experience.

Statement of Work (SOW) / Performance Work Statement (PWS)

To establish a contract for the replacement and repair of concrete canal panels for the MOD, MODE, and US Bypass canals.

• Saw cutting, demolition, vegetation removal, and legal disposal of existing canal panels and debris.

• Earthwork for canal lining panels, including optional dewatering and placement of erosion control-slurry fill.

• Replacement of concrete canal lining panels, including groove and expansion joints, and crack sealing.

• Furnishing and placing new 3 ½” thick 3,000 PSI concrete for canal lining repairs.

• Construction of cofferdams to prevent water intrusion into repair areas.

• Traffic control during construction operations.

• Concrete compressive strength of 3,000 psi at 28 days.

• Minimum concrete strength of 500 psi on the final day before outage ends.

• Compaction of backfill and fill materials to specified percentages of minimum dry density (90% minimum dry density).

• Compliance with OSHA and Reclamation Safety and Health Standards.

• Performance period: 120 calendar days from contract award.

• Canal outages: MOD, MODE, and US Bypass canals scheduled from April 6, 2026, through April 22, 2026.

• Location: Yuma, Arizona.

• Contractor must submit a Construction Plan, Safety Program, and Traffic Control Plan for approval.

• Key personnel (Project Manager, Onsite Safety Representative, Construction Superintendent) must be assigned and meet specified qualifications.

• Coordination with various stakeholders including the Bureau of Reclamation, local government agencies, and Border Patrol.

• Adherence to environmental best management practices.

• Compliance with USDA BioPreferred program for designated biobased products.

Form / Attachment / Pricing Sheet

This document is a "Release of Claims" form (DI-137, March 2017) required by the Department of the Interior. It is typically provided to the contractor after completion of all work and prior to final payment, as stipulated in the contract.

• Contract Identification: Requires the contract number and date.
• Release Statement: The contractor formally releases the United States, its officers, agents, and employees from all claims, debts, liabilities, and demands arising under the contract, except for any specified exceptions.
• Payment Consideration: The release is made in consideration of the final payment due under the contract, with a specific field to enter the sum of money.
• Execution: Requires the contractor's signature, printed name, title, and date. It also includes fields for the contractor's entity type (Corporation, Partnership, Joint Venture, Individual) and address.
• Corporate Certification: A section for corporate contractors to certify the authority of the signatory.

Bidders should be aware that this form is a standard requirement for contract closeout. If this document is provided as part of a solicitation package, it indicates that the government expects contractors to sign this release upon completion of work and before receiving final payment. It does not impose new requirements on bidders but clarifies a standard contractual obligation.

Form / Attachment / Pricing Sheet

This document is Standard Form 24 (Rev. 10/2023), a Bid Bond. It is used when a bid guaranty is required for a solicitation. The Principal (bidder) and their Surety(ies) are bound to the Government for the penal sum of the bond.

• Principal Information: Legal name, business address, and type of organization.
• Surety Information: Name and business address of the surety or sureties.
• Penal Sum of Bond: The amount of the bond, expressed as a percentage of the bid price or a specific dollar amount.
• Obligation: Outlines the conditions under which the bond is void (e.g., if the Principal executes further contractual documents and provides required bonds after bid acceptance).
• Conditions: Specifies the terms for voiding the bond, including execution of further contractual documents and provision of required bonds within specified timeframes.
• Signatures: Spaces for the Principal and Surety(ies) to sign and affix seals.

This form must be completed and submitted as part of the bid if a bid bond is required by the solicitation. Bidders need to ensure they have a surety company willing to provide the bond and that all information is accurately filled out according to the instructions. Failure to provide a proper bid bond can result in disqualification.

Solicitation / RFP / RFQ

This solicitation is for the replacement and repair of concrete canal panels for the Main Outlet Drain (MOD), Main Outlet Drain Extension (MODE), and US Bypass Canals in Yuma, Arizona. The project aims to improve the conveyance of agricultural drainage flows to the Cienega de Santa Clara in Mexico.

• Replacement and repair of concrete canal panels.

• Furnishing of necessary personnel, materials, equipment, and services.

• Specific tasks include: removing and disposing of existing check structure components, saw cutting and removing damaged canal panel areas, furnishing and placing new concrete panels, furnishing and installing concrete groove and expansion joints, conducting testing for backfill and new concrete, furnishing and operating cofferdams and water pumps, and optional dewatering and erosion control slurry fill.

• Contract Type: Firm Fixed-Price Construction.

• Estimated Magnitude: Between $500,000 and $1,000,000.

• Period of Performance: Work to commence within 14 calendar days of Notice to Proceed (NTP) and be completed within 120 calendar days.

• Proposals will be evaluated based on Technical Plan for Construction, Past Performance, and Price. Technical factors (Plan and Past Performance) combined are approximately equal in importance to Price.

• Proposals must be submitted in three volumes: Business Proposal, Technical Proposal/Experience/Past Performance, and Pricing Proposal.

• Key deadlines:

  • Site Visit: February 4, 2026, 9:30 a.m. Arizona Time.
  • Intent to attend site visit notification: February 2, 2026, 12:00 a.m. Pacific Time.
  • Written questions due: February 9, 2026, 12:00 p.m. Pacific Time.

• This requirement is a 100% HUBZone set-aside.

• NAICS Code: 237990, Other Heavy and Civil Engineering Construction.

• Small business size standard: $45M.

• Offerors are urged to inspect the site. Failure to inspect does not constitute grounds for a claim after award.

• Performance and payment bonds are required for services exceeding $150,000. A bid guarantee is required.

• Electronic proposals are authorized and should be submitted via email to Harris Abellon at habellon@usbr.gov.