Fort Peck Hydraulic Vertical Pivot Gate

Amendment / Modification

This amendment modifies Solicitation W9128F26QA029, dated 19 MAR 2026, for the Fort Peck Hydraulic Vertical Pivot Gate project.

• Update Drawings: The primary purpose of this amendment is to provide updated drawings for the requirement. The enclosed Drawing MFP70_OMGATE_001 is now the relevant attachment.

• Added Document: MFP70_OMGATE_001 has been added.

• Deleted Document: MFP70_OMGATE Drawings has been deleted.

• Page Count Change: The page count for MFP70_OMGATE_001 has changed from 'none' to its current count.

• Modified Supporting Documents: The following supporting documents have been modified: Statement of Work, 32_31_13 Hydraulic Gate Specification, MFP 70 OMGate 001 Drawings, Price Schedule, and DBA Valley County 20250074 & McCone County 20250076.

• Section 00 01 15 - List of Drawing Sheets has been updated to reflect the changes in attachments.

• Contractors are required to provide a signed acknowledgement of this amendment with their offer.

• All other terms and conditions of the original solicitation remain unchanged.

Solicitation / RFP / RFQ

This document is a solicitation for "Outside Maintenance - Hydraulic Vertical Pivot Gate" at Fort Peck Dam, Montana. It outlines the requirements for the procurement and installation of a hydraulic vertical pivot gate system.

• Installation of a hydraulic vertical pivot gate.

• Associated electrical, communication, and site work.

• Details on gate construction materials (steel or aluminum), dimensions (72" height, approx. 25' length), and security features (3-strand barbed wire).

• Installation of operator foundation, stanchion, and protective bollards.

• Integration with existing security fence and potential reconfiguration.

• Power and control conduit installation.

• Site plan details showing locations of power plants, administrative buildings, interpretive center, spillway, and maintenance buildings.

• Specific requirements for electrical components, including panel schedules, wiring diagrams, and equipment details.

• Communication conduit and ductbank installation, including fiber optic cabling.

• Vehicle entry/exit pedestals with electronic key switches and card readers.

• Gate operator with safety features such as pressure sensors and a flashing strobe.

• Solicitation Number: Not explicitly stated, but implied by document references.

• Issue Date: March 2025.

• Contract Number: Not explicitly stated.

• Proposal or quote submission instructions are not detailed in this document.

• Evaluation criteria are not detailed in this document.

• Key deadlines or milestones are not detailed in this document.

• No specific set-aside or eligibility requirements are mentioned in the provided document excerpts.

• The documents include extensive legends for civil, electrical, mechanical, and architectural symbols, as well as abbreviations and panel schedules.

• Several sheets are marked "FOR INFORMATION ONLY" and relate to existing conditions or follow-up work.

• The project involves work at Fort Peck Dam, Montana.

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

This document specifies the requirements for a "Hydraulic Vertical Pivot Gate System." The objective is to procure a system that is secure, reliable, and operates efficiently.

• System Components: Includes hydraulic power unit, hydraulic system (cylinder, limit switches, adjustable stops), balance system, electrical system, and barrier system (gates).

• Gate Types: Specifies requirements for steel barriers (up to 20 ft opening), aluminum barriers (up to 25 ft opening), and custom barriers as indicated on drawings. All gates must resist twist and sway.

• Additional Features: Cold weather package, stanchion, radio controls, detector system, reversing edge, magnetic lock, photo eye, stainless steel fasteners, heater for electrical box, ice scrapers, and weather guard package.

• Access Control: Incorporates key switches and pedestals.

• Materials: Requires DTM epoxy prime coat and acrylic urethane topcoat for finishes, and concrete conforming to ASTM C94/C94M with a minimum 28-day compressive strength of 4,000 psi.

• Operations: System must support a minimum of 2900 open and close operations per day.

• Balance System: Barrier must be hand-raisable/lowerable with 12-15 pounds of pressure. Includes a safety control switch for balance system failure.

• Safety: Pressure relief valve to avoid obstructions, shut-off power device for balance system failure, manual bypass system for power failure.

Not explicitly stated in this document, but installation is covered under Part 3.

• Submittals: Government approval required for submittals with a "G" designation (e.g., Shop Drawings, Product Data, Certificates of Compliance, Manufacturer's Instructions).
• Installer Qualifications: Installer must be approved by the manufacturer or have at least five years of experience installing similar gates.
• Site Conditions: Verify dimensions and component layout by field measurements before installation.
• Delivery, Storage, and Handling: Materials must be delivered undamaged and stored off the ground.
• Installation: Must be in accordance with manufacturer's recommendations and installation instructions, ensuring rigid, secure, straight, and true installation.
• Protection: Protect the gate system from damage during construction.
• Training: Provide training to owner personnel on features, controls, operation, maintenance, and reprogramming.
• Warranty: Manufacturer's standard warranty for a minimum of three years against failure from normal use.

Solicitation / RFP / RFQ

This solicitation is for the purchase of a Hydraulic Vertical Lift Gate for the Fort Peck Dam Powerhouse Entry. The project is located in Fort Peck, Montana.

• Purchase of a Hydraulic Vertical Lift Gate.

• Associated supplies and materials.

• Labor and equipment for the gate.

• Mobilization and demobilization.

• Contract Type: Firm Fixed Price.

• Period of Performance: May 1, 2026, to April 30, 2027 (365 calendar days after notice to proceed).

• Estimated Value: Not explicitly stated, but the small business size standard is $19,000,000.

• Submission Deadline: April 17, 2026, by 2:00 PM CST.

• Submission Location: COE FT PECK PROJECT OFFICE, USAED OMAHACENWO-OD-FP, BOX 208, FORT PECK, MT 59223-0208, UNITED STATES.

• Evaluation Criteria: Best Value Tradeoff, considering Technical Capability, Past Performance, and Price. Technical and Past Performance are more important than Price.

• Proposal Submission: Quotes may be submitted on SF 18, letterhead stationery, or as otherwise specified. Must include solicitation number, quoter's contact info, price, discount terms, remit-to address, and acknowledgment of amendments.

• NAICS Code: 238990.

• Small Business Size Standard: $19,000,000.

• Performance and Payment Bonds: Not required.

• Bid Guarantee: Not required.

• Site Visit: Offerors are urged to inspect the site. An organized site visit is scheduled for March 31, 2026, at 10:00 AM Mountain Time.

• Insurance: Specific minimum insurance requirements are detailed in the document.

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

Other / Unclassified

This document contains general wage determinations for heavy construction projects in various counties within Montana. It specifies prevailing wage rates and fringe benefits for different labor classifications, including electricians, power equipment operators, ironworkers, carpenters, laborers, and truck drivers. The document also outlines zone definitions for power equipment operators and provides information on Executive Orders related to paid sick leave and minimum wage for federal contractors.

This document is relevant to bidders as it establishes the minimum wage rates that must be paid to laborers and mechanics employed on federal or federally funded construction projects. Bidders must be aware of these wage requirements to accurately estimate project costs and ensure compliance with labor standards.

Forms / Attachments / Pricing Sheets

This document contains a collection of drawings and diagrams related to the "Fort Peck Dam, Montana - Outside Maintenance - Hydraulic Vertical Pivot Gate" project. It serves as a reference for the technical specifications, layout, and details of the proposed work.

• Cover Sheet (G-001): Identifies the project, solicitation number, issue date (March 2025), and contract information.
• Index (G-002): Lists all included drawings and their corresponding sheet IDs and descriptions, categorized by discipline (General, Electrical Site, Architectural, Fire Protection, Electrical, Reference).
• Abbreviations (G-003): Provides a comprehensive list of abbreviations used throughout the drawings.
• Legends (G-004, G-005): Detail the symbols and notations used for Civil, Mechanical, Plumbing, Electrical Power, Fire Alarm, and Electronic Security systems.
• Location Plan (G-006): Shows the geographical location of the project at Fort Peck Dam, Montana.
• Detailed Drawings: Include specific details for fence gates (CS501OM), site plans (ES101, ES401), conduit installation (FA501), equipment racks (EY501), wiring diagrams (EY502), entry/exit pedestals (EY503), panel schedules (EP601), floor plans (A-101, ET1010M), and duct bank installation (T-301).

These drawings are critical for bidders to understand the scope of work, the physical layout of the project site, the technical requirements for the hydraulic vertical pivot gate, associated electrical and communication systems, and any site preparation or modifications needed. They provide the detailed technical information necessary for accurate proposal development and execution planning.

Form / Attachment / Pricing Sheet

This document is a price schedule for the Fort Peck Hydraulic Vertical Lift Gate, dated March 2026. It outlines the pricing structure for the CLINs associated with this opportunity.

• CLIN 0001: Furnish Hydraulic Lift Gate and all associated supplies/materials (Quantity: 1, Unit of Measure: Job)
• CLIN 0002: Labor & Equipment (Quantity: 1, Unit of Measure: Job)
• CLIN 0003: Mobilization and Demobilization (Quantity: 1, Unit of Measure: Job)
• A field for "Total Price for CLIN 0001 - 0003" is provided, along with a space for notes.

Bidders should use this price schedule to understand the cost breakdown for the required components and services. They will need to fill in the pricing for each CLIN and the total price to submit their proposal or quote accurately.

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

This project involves the installation of a new Hydraulic Vertical Pivot Gate to replace an existing Double Swing Gate at the Outside Maintenance Facility.

• Furnish and install a Hydraulic Pivot Gate and associated appurtenances as indicated on the drawings and in accordance with Specification Section 32 31 13, HYDRUALIC VERTICAL PIVOT GATE SYSTEM.
• Remove and reinstall an existing entrance gate to a specified location, including any additional hardware or materials required.

365 days after Notice to Proceed.

• Compliance with all applicable Local, State, and Federal Regulations.
• Adherence to USACE Engineering Manual (EM) 385-1-1 (March 2025) and Occupational Safety and Health Standards (29 CFR 1910).
• Preparation and submission of an Activity Hazard Analysis (AHA) and an Abbreviated Accident Prevention Plan (APP).
• Contractor is responsible for providing portable toilets for staff use.
• Protection of existing facilities and works from damage during construction.
• Compliance with environmental laws and regulations.
• Adherence to physical security, Antiterrorism (AT) Level I Training, and suspicious activity reporting requirements.
• Compliance with FAR clause 52.222-54 Employment Eligibility Verification (E-Verify Program).
• Implementation of a Contractor Quality Control (CQC) program with Preparatory, Initial, and Follow-up phases.

Prior to commencement of work, the Contractor shall submit:

• Abbreviated Accident Prevention Plan (APP)
• List of personnel performing work
• Proof of Insurance for Contractors and Subcontractors
• Any additional submittals required by specifications.

US Army Corps of Engineers Maintenance Facility, 30 Judith Road, Fort Peck MT, 59223.

• Contracting Officer: Marc Proietto
• Contract Specialist: Lynne Reed
• Project Manager: Jason Molstad
• Contracting Officer Representative: Zachary Watts