Bannock Pumping Plant Rehabilitation

Form / Attachment / Pricing Sheet

This document contains the "Index of Drawings" and a collection of detailed structural, electrical, and instrumentation drawings and specifications for the "Bannock Pumping Plant Modernization" project. It serves as a table of contents for all technical drawings and provides specific construction details.

• Index of Drawings: Lists all drawing sheets by discipline (General, Civil, Structural, Architectural, Process, Mechanical, Electrical, Instrumentation), including sheet numbers, titles, and revision information.
• Structural Plans: Detailed layouts for foundations, roof framing, electrical building components, and specific structures.
• Electrical Details: Schematics and diagrams for electrical substations, panel boards, and wiring, including conduit and wire schedules and panel schedules.
• Instrumentation Diagrams: Process and Instrumentation Diagrams (P&IDs) for various systems, along with instrument indices.
• Standard Details: Specific construction details for concrete, masonry, steel, and other structural elements.
• Special Inspections: Schedules outlining required inspections.

This document is crucial for bidders to navigate and understand the scope of the project by providing a comprehensive overview of all design documents. It helps in identifying specific areas of work and the corresponding drawings required for detailed review and bidding. Bidders must carefully review these documents to ensure their proposals accurately reflect the project's requirements and complexity, aiding in accurate bidding, material procurement, and construction planning.

Form / Attachment / Pricing Sheet

This document is a Geotechnical Engineering Report, Revision 1, for the Bureau of Indian Affairs Bannock Pumping Plant Modernization Project. It provides geotechnical conclusions and recommendations based on field investigations and laboratory testing.

• Introduction: Details the project location, scope of services, and previous report issuance.
• Existing Conditions: Describes surface and subsurface soil and groundwater conditions.
• Conclusions and Recommendations: Summarizes primary geotechnical considerations, including:
  • Collapse-consolidation settlement potential of loess soils.
  • Foundation support recommendations (shallow vs. mat foundations).
  • Recommendations for diverting surface water.
  • Groundwater depth.
  • Debris Management Slab design parameters (PCCP, thickness, base material).
  • Soil corrosivity assessment (low concern).
• Earthquake Engineering: Provides seismicity information, ground shaking considerations, and ASCE 7-22 seismic design parameters.
• Foundation Support: Details recommendations for shallow foundations, allowable bearing pressure, subgrade preparation, modulus of subgrade reaction, foundation settlement, lateral resistance, and foundation drainage.
• Debris Management Slab: Outlines design and subgrade preparation for the slab.
• Rotating Screen Slab-on-Grade: Provides recommendations for subgrade preparation and allowable bearing pressure.
• Canal Liner: Discusses canal embankment slope preparation.
• Earth Retaining Structures: Offers recommendations for below-grade walls and gravity block retaining walls.
• Gravel Access Road: Details subgrade preparation and roadway section recommendations.
• Earthwork: Covers clearing, site preparation, excavation support, subgrade preparation, utility trenches, and soil corrosivity.
• Structural Fill: Specifies materials and placement/compaction criteria for structural fill.
• Sedimentation and Erosion Control: Assesses erosion potential and control measures.
• Final Design and Construction Support: Recommends continued geotechnical engineer involvement.
• Limitations: Outlines the report's scope and usage restrictions.
• References: Lists cited standards and publications.
• Appendices: Include Field Explorations (test pit logs), Laboratory Testing, and Dynamic Cone Penetrometer Analysis.

This report is critical for any bidder involved in the construction of the Bannock Pumping Plant Modernization Project. It provides essential geotechnical data and recommendations that will directly impact:

• Foundation design and construction methods.
• Excavation and earthwork procedures.
• Material selection and placement (e.g., structural fill, subgrade preparation).
• Design of retaining structures and slabs.
• Seismic design considerations.
• Site preparation and erosion control measures. Understanding these geotechnical aspects is crucial for accurate bidding, project planning, and ensuring the long-term stability and performance of the constructed facilities.

Solicitation / RFP / RFQ

This is a competitive Invitation for Bids (IFB) for a small business set-aside acquisition. The government requires the performance of work described in the solicitation documents. The specific nature of the work is detailed in Attachment 1 (Scope of Work), Attachment 2 (Technical Specifications), and Attachment 3 (Drawings).

• The solicitation requires the use of site surveillance and video monitoring.

• The project involves the "Bannock Pumping Plant Modernization project" located on the Fort Hall Reservation in Power County, ID.

• Site investigations were conducted by Ciani & Hatch Engineering, PLLC.

• Offerors are responsible for contacting appropriate TERO offices for coordination and approvals regarding state taxes, tribal taxes, royalties, and other applicable tribal laws.

• The contract type will be Firm Fixed Price.

• The period of performance is 1,019 calendar days after the Notice to Proceed (NTP).

• The estimated magnitude of construction projects is more than $10,000,000.

• Performance and Payment Bonds are required.

• Sealed offers are due by 12:00 PM local time on July 10, 2026.

• Offers will be publicly opened at that time.

• The bid acceptance period is ninety (90) days past the closing date.

• Questions relating to the solicitation must be submitted to the Contracting Officer no later than June 19, 2026.

• A pre-bid conference is scheduled for June 3, 2026, at 11:00 AM Mountain Daylight Time. See Attachment 10 for details.

• A site visit is scheduled for June 3, 2026, at 11:00 AM Mountain Daylight Time at 663 Syphon Rd, Pocatello, ID 83204.

• Bids will be evaluated based on price and other price-related factors specified in the solicitation.

• This is an ISBEE (Indian Small Business Economic Enterprise) set-aside acquisition.

• Offerors are required to submit a completed Section K, Representations, Certifications, and Other Statements of Offerors or Respondents, and the Indian Affairs Indian Economic Enterprise Representation Form.

• The government reserves the right to cancel this solicitation before the closing date.

• An offer guarantee is required.

• Optional items 0030 and 0040 (Traveling Screen) will be exercised together, if at all, within 150 days of NTP. Their exercise will not add to the overall period of performance.

Form / Attachment / Pricing Sheet

This document is the "Indian Affairs Indian Economic Enterprise Representation Form." It serves as a self-certification for offerors to represent that they meet the definition of an "Indian Economic Enterprise (IEE)" as defined in the Department of the Interior Acquisition Regulation (DIAR) Part 1480, "Acquisitions Under the Buy Indian Act."

• Solicitation/Sources Sought/RFI Number
• Project Title
• Date of Form Submission
• Name of Federally Recognized Tribal Entity
• Name of the 51% (or greater) Owner of the IEE Firm
• Legal Business Name
• Certifying Signature
• Unique Entity ID (UEI)
• Printed Name

Bidders must complete and submit this form to self-certify their status as an Indian Economic Enterprise. This certification is required in accordance with 25 U.S.C. 47 of the Buy Indian Act. The enterprise must meet the IEE requirements at the time of offer, contract award, and throughout the full term of the contract. False or misleading information submitted on this form is subject to legal penalties.

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

To rehabilitate the existing Bannock Pumping Plant (BPP) and construct new auxiliary features to ensure continued annual operations and provide safe, reliable irrigation delivery to irrigation customers. The project also aims to reduce manual maintenance and improve operational safety at a nearby irrigation canal mechanical screening facility.

This project involves several principal tasks:

• Mobilization and submittal approvals.
• Procurement of long-lead equipment such as switchboards, control panels, pumps, and variable frequency drives.
• Construction of a new electrical building, generator enclosure, transformer vault, and concrete pads.
• Installation of new electrical components and controls.
• Demolition of existing electrical substation and pumping plant components, and a traveling screen.
• Refurbishment of the pumping plant building, including valve vault expansion, HVAC and electrical improvements, pump maintenance, and upgrades to doors, windows, safety features, and painting.
• Installation of site civil improvements such as drainage, erosion control, lighting, cameras, and fencing.
• Furnishment and installation of new vertical turbine pumps and motors with specific performance capabilities (three 350 HP pumps for 13 cfs at 186 ft TDH, and three 350 HP pumps for 26 cfs at 94 ft TDH).
• Construction of a new mechanical irrigation canal traveling screen with foundation, structural improvements, vegetation collection area, and pedestrian access.
• Electrical service connections to a new step-down transformer.
• Startup, testing, commissioning, training, and provision of Operation and Maintenance Manuals.
• Demobilization, cleanup, and final closeout.

The document does not explicitly state the period or place of performance, but it is related to the Fort Hall Indian Irrigation Project in Power County, Idaho.

• Specific performance requirements for new pumps (e.g., horsepower, flow rate, Total Dynamic Head, NPSHR, suction bell diameter).
• Training on new equipment and provision of O&M Manuals and warranties.
• Compliance with safety features and operational safety improvements.

Other / Unclassified

This document is the agenda for a pre-bid site visit for the Fort Hall Indian Irrigation Project, Bannock Pumping Plant Modernization (Solicitation No. 140A1626B0001). The visit is scheduled for June 3, 2026, starting at 11:00 AM Mountain Daylight Time.

This agenda provides crucial logistical information for potential bidders interested in attending the site visit. It details:

• Date and Time: June 3, 2026, 11:00 AM MDT.
• Locations: The visit is split into two parts:
  • Part 1: BIA Michaud Unit Office, 663 Syphon Rd, Pocatello, ID 83204.
  • Part 2: Bannock Pumping Plant, adjacent to 1300 Schiller Rd #7, Pocatello, ID 83204.
• Agenda Items: Includes sign-in, administrative procedures, project overview, submission of questions, a facility walkthrough, description of project features, and adjournment.
• Directions and Coordinates: Provides latitude/longitude coordinates and driving directions for both locations.
• Safety Equipment: Recommends but does not require personal protective equipment (PPE) such as safety vests, ear protection, eye protection, and hard hats. Attendees are responsible for their own PPE.
• Question Submission: Questions can be submitted during the site visit and electronically afterward. Answers will be provided via an amendment, and "side-bar" Q&A is not permitted.

Form / Attachment / Pricing Sheet

This document is Standard Form 24 (Rev. 8/2016), a Bid Bond. It is used to guarantee that a bidder will enter into a contract if their bid is accepted. Bidders must complete and submit this form if a bid guarantee is required for the opportunity.

• Principal: Information about the bidder (legal name, business address, type of organization).
• Surety(ies): Information about the surety company providing the bond.
• Penal Sum of Bond: The amount the bond will cover, typically a percentage of the bid price.
• Obligation: Outlines the conditions under which the bond is void (e.g., if the principal accepts the award and executes the contract and required bonds).
• Witness: Signatures and seals of the Principal and Surety(ies).

This form is essential for bidders who are required to provide a bid guarantee. It must be completed accurately and submitted with the bid. Failure to provide a proper bid bond may result in disqualification. The instructions on the reverse side provide guidance on completing the form, including details on the penal sum, surety requirements, and execution.

Form / Attachment / Pricing Sheet

This document is a Performance Bond (Standard Form 25, Rev. 8/2016) required for government contracts. It serves as a guarantee that the Principal (the contractor) will fulfill all contractual obligations. The bond is executed by the Principal and one or more Sureties.

• Principal: The legal name and business address of the contractor.
• Surety(ies): The name(s) and business address(es) of the surety company or companies providing the bond.
• Penal Sum of Bond: The maximum amount the surety is liable for, expressed in millions, thousands, hundreds, and cents.
• Contract Date and Number: Identifies the specific contract the bond is associated with.
• Obligation: Details the conditions under which the bond is void, primarily if the Principal performs all contract terms, conditions, and agreements, including any modifications and payment of required taxes.
• Witness: Section for signatures and seals of the Principal and Surety(ies).

Bidders will need to understand the requirements for providing a performance bond as part of their proposal or upon contract award. This form specifies the information that must be included, such as the penal sum, surety details, and contract information. It ensures that the government has financial protection against contractor default.

Form / Attachment / Pricing Sheet

This document is Standard Form 25A, a Payment Bond. It is used to ensure that the principal contractor makes payments to all persons furnishing labor and/or materials for the prosecution of the work under the contract. Bidders may be required to provide this bond as part of their bid or upon award of the contract.

• Principal: Information about the primary contractor.
• Surety(ies): Information about the surety company or companies providing the bond.
• Penal Sum of Bond: The maximum amount the surety is liable for.
• Contract Date & Number: Identifies the specific contract this bond relates to.
• Obligation & Conditions: Outlines the terms under which the bond is valid, primarily focusing on prompt payment for labor and materials.
• Signatures: Spaces for the Principal and Surety(ies) to sign and affix seals.

This form is a standard requirement for certain government contracts. Bidders should be aware that they may need to obtain and submit this payment bond, which involves identifying and securing a surety company. The penal sum will be a specified amount, and the surety must be an approved entity. Instructions on the reverse side provide guidance on completing the form and requirements for sureties.

Form / Attachment / Pricing Sheet

This document, Standard Form 1413 (Rev. 4/2013), is a "Statement and Acknowledgment" form. It is used to document the prime contractor's statement regarding the subcontract and the subcontractor's acknowledgment of specific contract clauses included in the subcontract.

• Part I - Statement of Prime Contractor: Collects information about the prime contract, subcontract award, prime contractor details, and whether the "Contract Work Hours and Safety Standards Act -- Overtime Compensation" clause is included. It also requires the name of the awarding firm and a description of the work by the subcontractor.
• Part II - Acknowledgment of Subcontractor: Lists the contract clauses that the subcontractor acknowledges are included in their subcontract. These include clauses related to overtime compensation, payrolls, withholding of funds, labor standards, wage rate requirements, apprentices, Copeland Act requirements, subcontracts, contract termination, and certification of eligibility.

This form is relevant for bidders who are prime contractors or subcontractors. It outlines the required statements and acknowledgments concerning subcontracting and adherence to specific labor standards and contract clauses. Bidders may need to complete or review this form as part of their proposal or contractual obligations, particularly if the opportunity involves subcontracting or is subject to labor standards regulations.

Other / Unclassified

This document is a General Decision Number (ID20260072) issued by the U.S. Department of Labor, Wage and Hour Division, detailing prevailing wage rates for heavy construction projects in Power County, Idaho. It includes specific wage and fringe benefit rates for various classifications such as Electrician, Power Equipment Operators (e.g., Backhoe, Bulldozer, Grader), Laborers, Truck Drivers, Carpenters, and Cement Masons.

It also outlines zone pay rules based on distance from specified U.S. Post Offices and provides definitions for different truck driver groups based on dump capacity. The document includes information on Executive Orders 13706 (Paid Sick Leave) and 13658 (Minimum Wage) as they apply to federal contracts, and details the process for wage determination appeals.

This document is crucial for any bidder on a federal construction contract in Power County, Idaho, that falls under the Davis-Bacon Act or related acts. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on the contract. Bidders must use this information to accurately estimate labor costs for their proposals and ensure compliance with federal labor standards if awarded the contract.

Other / Unclassified

This document comprises technical specifications for the BIA - Bannock Pumping Plant Modernization project. It includes a comprehensive Table of Contents covering divisions such as General Requirements, Existing Conditions, Concrete, Masonry, Metals, Thermal and Moisture Protection, Openings, Finishes, Specialties, Plumbing, HVAC, Electrical, Earthwork, Process Interconnections, Material Processing and Handling Equipment, Water and Wastewater Equipment, and Cyber Security Requirements. It also details Measurement and Payment, Substitution Procedures, Project Meetings, Construction Progress Schedule, Submittal Procedures, Closeout Requirements, Operation and Maintenance Data, Warranties, and Project Record Documents.

This document is critical for bidders as it outlines the detailed technical specifications for the Bannock Pumping Plant Modernization project. Bidders must adhere to these requirements for materials, fabrication, installation, testing, and quality assurance. Key areas of relevance include:

• Scope of Work: Division 01 sections cover general requirements, work restrictions, coordination, submittals, measurement, payment, and scheduling.
• Technical Specifications: Divisions 02 through 46 provide detailed requirements for various trades and systems, including earthwork, concrete, electrical, mechanical, and cyber security.
• Quality Assurance and Submittals: Procedures for shop drawings, product data, samples, and certifications are outlined.
• Installation and Execution: Specific requirements for the proper installation and execution of work are provided throughout.

Additionally, specific sections detail materials and requirements for excavation, fill, and earthwork, including site preparation, dust control, erosion control, excavation methods, subgrade preparation, filling and compacting, and disposal of spoil materials. Key materials mentioned include granular structural fill, suitable soil, subbase, flowable fill, drainage fill, and rip-rap. Requirements for trenching, backfilling, pavement subbase, grading, and field quality control are also covered. Understanding these earthwork specifications is essential for accurate bidding, project planning, and successful execution, directly impacting costs related to labor, equipment, and materials.