Y--NGWSP INTAKE & RIVER PUMPING PLANT

Other / Unclassified

This document is an attendance record for a pre-bid conference and site tour for the Navajo Gallup Water Supply Project, specifically for the Intake and River Pumping Plant. The event took place on December 10, 2025, at 10:00 AM.

This record lists the names, organizations, email addresses, and phone numbers of individuals who attended the pre-bid conference and site tour. This information can be valuable for potential bidders to identify key contacts, understand which organizations are interested in the opportunity, and potentially network with other attendees or understand the competitive landscape.

Amendment / Modification

This amendment (0007) to solicitation 140R4025R0023 is issued to provide the Sign-in Sheet for the second Site Visit that was held in December 2025.

This amendment provides an attachment (Sign-in Sheet) related to a previous site visit.

This amendment does not appear to change the proposal submission deadline or evaluation factors. The period of performance is listed as 04/03/2026 to 10/20/2028.

Amendment / Modification

This amendment (0006) to solicitation 140R4025R0023 is issued to provide responses to contractor-submitted questions, specifically "Round #2".

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

• The period of performance is now stated as 04/03/2026 to 10/20/2028.

• Offers must acknowledge receipt of this amendment.

• The hour and date for receipt of offers are extended to 09/24/2025.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the air compressor system for the opportunity.

• Surge Tank Type: Bladder-type air chambers are not acceptable. Details for the acceptable air chamber design are provided in specification Section 33 16 14 and on specification Drawings 1695-D-62271 through 1695-D-62282.
• Operating Pressure: A steady-state operating pressure of 140 psi is acceptable, as it is below the maximum operating pressure of the basis of design unit (175 psi).
• Compressor Flow Rate: A compressor flow rate of 15-20 CFM is considered sufficient, as it allows for a total runtime of 5.25 to 7 hours to meet the general requirement for fill time under 8 hours.

This Q&A document clarifies specific technical requirements related to air chambers and compressor performance, which may impact bidder's equipment selection and proposal details.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the "140R4025R0023" opportunity, clarifying specifications, drawings, and contract details.

• Fish Exclusion Nets: Removed from the project; Water Surface Elevation (WSEL) data added to Section 51 40 00.
• Gravel Surfacing: Existing compacted subgrade meeting site grading can be proof-rolled before new gravel; detail on Drawing 62041 applies to new gravel areas.
• Commissioning (CxA): CxA is not strictly required to follow ASHRAE Guidelines 0 or 1 but must meet project requirements in Section 01 80 15 and 23 08 00. ASHRAE guidelines may be used as appropriate.
• Energy Management: Facility must comply with FEMP and include advanced metering for utilities (electrical metering for this project scope). CxA is required to check and document electrical metering component settings.
• Excavated Material Disposal: Section 31 14 10 amended to refer to Section 31 23 39. Off-site disposal of surplus excavated material is not required unless unsuitable or contaminated.
• Variable Resistors: For cathodic protection, slide resistors with a 100-watt rating are specified.
• Cathodic Protection System Plan: Plan 1695-D-62036 shows rectifier and deep well; Plan 1695-D-62291 shows the immersed system.
• Piping Coatings: Exterior surfaces of indoor exposed ferrous piping may use coating system in Section 09 96 20, Tabulation No. 7, as an alternative to Tabulation No. 3, subject to submittal review. Outdoor or weather-exposed piping requires a UV-stable topcoat per Tabulation No. 3.
• Grooved-End Couplings: For 42" and 18" pipes, Victaulic Style W77 (AGS) grooved-end couplings or approved equal are required, sized for design pressure.
• Unit Prices: A new CLIN 33A has been added to address price differences for conduit and conductors. Costs for specific sections (27 30 01, 28 10 01, 28 31 00) are included in CLINs 57, 58, and 59.
• Demolition Methods: Drawings have been amended to clarify demolition areas and details for channel walls and slabs.
• PLCs and HMIs: Schneider Modicon M580 PLCs and Vijeo Designer Development tools are required; alternate manufacturers are not acceptable.
• Motor Controllers: VFDs are not allowed for 900 HP motors; soft starters are required per Section 26 18 39.

Several specifications and drawings have been amended or clarified, including additions to the price schedule and new contract line items (CLINs). Bidders should review these clarifications carefully to ensure accurate proposals.

Amendment / Modification

This amendment (0005) to Solicitation 140R4025R0023 provides:

• Round 32 of contractor-submitted questions and Reclamation responses.

• Updated Specifications and Drawings resulting from submitted questions.

• Revised specifications sections include: 00 00 50 Section B, 01 51 00 Temporary Utilities, 01 57 00 Pesticides, 26 05 10 Conductors and Cables, and 26 05 33 Raceways and Boxes.

• Updated Section B (Price Schedule).

• Updated Drawings, specifically referencing Sheet # and Drawing # for various components like River Intake, Settling Channel, Outlet Channel, and Control Structure.

• Updated Section J, listing revised attachments related to specifications and drawings.

• The amendment does not explicitly state a change to the proposal deadline.

• Bidders should review the updated specifications, drawings, and Section J attachments for any impact on their proposals.

Amendment / Modification

This document is Amendment 005 to the solicitation for the Navajo-Gallup Water Supply Project, San Juan Lateral – Reach 1 Intake and River Pumping Plant.

This amendment revises the following sections:

• Section 26 05 10 - Conductors and Cables
• Section 26 05 33 - Raceways and Boxes
• Section 31 14 10 - Topsoil Stripping, Stockpiling, and Placement
• Section 33 11 15 - PVC Collector and Drain Pipe
• Section 51 40 00 - Streamflow Records and Climatic Conditions

Bidders should review these revised sections carefully as they may impact proposal preparation and submission requirements.

Form / Attachment / Pricing Sheet

This document contains detailed engineering drawings related to the demolition and construction outlines for the Navajo-Gallup Water Supply Project, San Juan Lateral Reach 1, Intake and River Pumping Plant. It provides specific visual information on the scope of work, including demolition extents, sections, details, and notes for various components such as the river intake, settling channel, outlet channel, control structure, and underdrain system.

• Demolition Plans: Outlines for the removal of existing structures, including channels, walls, and pump houses.
• Sections and Details: Cross-sections and detailed views illustrating demolition methods, joint types (construction, control, expansion, lining), waterstops, and reinforcement.
• Specific Components: Drawings cover the river intake, settling channel, outlet channel, outlet control structure, underdrain system, and fish barrier weir plates.
• Notes and Specifications: References to general notes, concrete demolition notes, information drawings, and specific project specifications for materials, installation, and procedures.

These drawings are critical for bidders to understand the physical scope of the demolition and any associated construction or modifications. They provide precise details on what needs to be removed, how it should be removed (e.g., hydrodemolition, sawcutting), and the existing conditions. This information is essential for accurate bidding, resource planning, and execution of the work.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding solicitation 140R4025R0023, clarifying specifications, drawings, and proposal requirements.

• Sediment Removal: Cleaning of existing channels has been added to Section 02 41 00 - Demolition, with payment details for sediment removal to be determined based on CLINs 64, 65, and 66.
• Pumping Plant Demolition: The existing pumping plant can be demolished at any time; it does not need to remain operational until the new plant is completed, but the temporary pumping system must remain operational.
• Over-excavation and Backfill: Payment for over-excavation and backfill below foundation levels will be made under CLINs 64/65 (Common/Rock Excavation) and CLIN 66 (Backfill), respectively.
• Pump Specifications: Clarifications were provided regarding Net Positive Suction Head Available (NPSHa), spare parts quantities, integral wear rings, coupling requirements (amendment forthcoming to replace flexible with rigid), and RTD lead termination.
• Rotor Dynamic Analysis: An amendment is forthcoming to update dynamic analysis requirements to Level 3 - Advanced Methods (HI 9.6.8).
• Fish Net and Biologist Requirements: The need for a fish net has been removed from specifications due to the use of cofferdams. The contractor's fish biologist is not responsible for the permanent weir. Biologists are not expected to be onsite for the entire duration of the POP, only during specific construction activities.
• Sound Control Batt Insulation: All walls use insulated metal panels (IMPs); sound control batt insulation is not used. Revised drawings will be issued.
• Environmental Permits: Reclamation is responsible for obtaining Clean Water Act Permits, including Section 404 permits and 401 water quality certifications.
• Air Chambers: The specified 12'-6" OD for air chambers exceeds typical shop and transport limits. The government will consider reducing the diameter to 12'-0" OD with increased height after contract award. Stainless steel is not required for the safety rail; galvanized is acceptable.
• Past Performance: CPARS will be accepted in lieu of Past Performance Questionnaires (PPQs) due to the government shutdown, but PPQs should still be submitted with notes indicating attempts to contact clients.
• JV Submissions: For Joint Ventures (JVs), project information for each individual member company is required for safety ratings and past performance.
• Bid Guarantee: The bid guarantee should be presented in Volume III of the proposal.
• Utility Vehicle: NTUA will be the registered owner of the utility vehicle, and the contractor is responsible for coordinating the title. Insurance will be obtained by the Government or NTUA.
• Geotechnical Documents: Listed geotechnical documents are available upon request.

Several amendments are forthcoming to address changes in specifications (e.g., coupling requirements, dynamic analysis, removal of motor moisture detector, fish net requirements). The proposal due date has been extended by 28 days. A second site visit has been added for 12/10/2025 at 10 am. Clarifications on various technical specifications and proposal requirements will aid bidders in preparing more accurate proposals.

Form / Attachment / Pricing Sheet

This document is a "Price Schedule" (Section B) for the Navajo-Gallup Water Supply Project, San Juan Lateral – Reach 1 Intake and River Pumping Plant. It details the "Supplies or Services" and associated "Quantity and Unit" for various "Contract Line Item Numbers" (CLINs), along with columns for "Unit Price" and "Amount" which are to be filled in by the bidder.

• The schedule lists 118 CLINs, covering a wide range of supplies and services, including:
  • Mobilization and Preparatory Work
  • Contract Document Management System
  • Electrical Drawings and Data
  • Various concrete types (Cast-in-Place, RMSC, Lean, Concrete Pan, Miscellaneous)
  • Metal Fabrications, Fire Hydrants, Water Mist Fire Protection Systems
  • HVAC Systems, Conductors and Cables, Grounding, Conduit, Sheet Steel Boxes
  • Motor Controllers, Transformers, Switchboards, Panelboards, Engine-Generator Sets
  • Cathodic Protection Systems, Lighting, Telephone Systems, Security and Surveillance Systems
  • Fire Detection and Alarm, Water for Dust Abatement, Dust Palliative
  • Earthwork (Common Excavation, Rock Excavation, Backfill)
  • Various construction materials (Geotextile, Geocomposite, Riprap, Cement-Bentonite Slurry Cutoff Wall, Gravel Surfacing, Chain Link Fence, Erosion Control Blanket, Seeding)
  • Utilities (Flowmeters, Water Quality Monitoring, Water Level Measuring Devices, Pumping Units, Piping Systems, Air Chambers)
  • Waterway and Marine Construction (Trashracks, Gates, Trash Rake, Steel Manifold Piping, Valves)
  • Material Processing and Handling Equipment (Cranes, Track Loader, Flatbed Truck)
• Specific quantities are provided for items such as drilling holes, concrete, saw-cutting, earthwork, fencing, seeding, and various valves and electrical components.
• Several definitions are provided, including CLIN, and notes regarding New Mexico Gross Receipts Tax and Navajo Nation Gross Receipts Tax inclusion in price proposals.
• Clause WBR 1452.232-81 regarding Payment for Mobilization and Preparatory Work for CLIN 1 is referenced.
• FAR 52.232-5 (Payments under Fixed-Price Construction Contracts) is referenced regarding payment for materials delivered off-site.

This document is critical for bidders as it outlines the specific items, quantities, and units for which pricing is required. Bidders must carefully review each CLIN to understand the scope of work and provide accurate pricing. The "Estimated Quantities" are for comparison of offers only, and the "Amount" column is where the bidder will enter their proposed price for each CLIN. This schedule directly impacts proposal preparation and the overall cost evaluation of the bid.

Other / Unclassified

This document is a presentation from the "Navajo-Gallup Water Supply Project (NGWSP) River Intake Pumping Plant Pre-Bid Conference" held on October 8, 2025. It outlines the agenda for the conference, provides background on the NGWSP, details the project overview with maps, describes the scope of work for the SJL Intake & River Pumping Plant, discusses coordination efforts with other contractors, and lists the project schedule.

This presentation provides crucial information for potential bidders regarding the NGWSP, specifically the River Intake Pumping Plant. Key details include:

• Project Scope: Outlines the physical components and modifications required for the SJL Intake & River Pumping Plant, including a metal building (~7,300 SQFT), demolition of the existing plant, installation of four 900-HP pumps, modifications to settling channels, sitework, cutoff walls, steel manifold piping, water quality monitoring equipment, and electrical/SCADA systems.
• Project Schedule: Key dates are provided, including the Bids Due Date (December 19, 2025), Bids Evaluation Completion Date (January 16, 2026), Award Date (March 20, 2026), Notice to Proceed Date (April 20, 2026), and Construction Completion Date (October 6, 2028).
• Coordination: Highlights the need for coordination with the COR, other contractors, surrounding residents, and the SJLWTP Design Build Contractor.
• Job Hazard Analysis (JHA): Includes information on potential hazards and safety procedures for site visits and construction activities, which bidders should consider for their planning and proposals.
• Project Overview: Maps and descriptions provide context on the overall NGWSP and the specific location and components of the SJL Intake & River Pumping Plant.

Form / Attachment / Pricing Sheet

This document contains architectural drawings and details for the Intake and River Pumping Plant as part of the Navajo-Gallup Water Supply Project.

• Page 1: Floor plan of the Pumping Plant, showing layout of rooms (Pump Room, MCC Room, Air Chamber Rooms), equipment locations (Switchgear, Transformer, Engine Generator), and general dimensions.
• Page 2: Wall sections and details, including material specifications for exterior and interior walls, roof connections, and rake details.
• Page 3: Door schedule and detailed drawings of door frame types, door types, and head, jamb, and threshold details at CMU and interior locations.
• Page 4: Conduit plan for the Pumping Plant, illustrating conduit routings, cable trays, and connections to various equipment.
• Page 5: Conduit plan for the Return Channel, showing conduit layouts and connections to specific equipment and instrumentation.
• Page 6-7: Conduit schedules detailing various conduit types, sizes, and quantities.
• Page 8: P&ID (Piping and Instrumentation Diagram) for River Sluicing and Return Channels, showing flow paths, instrumentation, and control systems.
• Page 9: SCADA and Network Overview, detailing communication systems, network cabinets, and fiber optic connections.
• Page 10: Security and Surveillance Network Overview, illustrating the layout of IP cameras, digital video recorders, and network switches.

These drawings provide critical details regarding the physical layout, construction materials, electrical conduit runs, and communication/security infrastructure for the pumping plant and associated channels. Bidders involved in construction, electrical, mechanical, or systems integration will need to refer to these plans to understand the scope of work, material requirements, and installation details for their respective trades.

Form / Attachment / Pricing Sheet

This document is a Wage Determination (NM20250046) issued by the Department of Labor, outlining the prevailing wage rates and fringe benefits required for various construction classifications on building construction projects in San Juan County, New Mexico. It is intended to inform contractors of their obligations under the Davis-Bacon Act and related Executive Orders.

• Applicable Executive Orders: Details the applicability of Executive Order 14026 (effective Jan 30, 2022) and Executive Order 13658 (effective Jan 1, 2015) regarding minimum wage rates.
• Wage Rates & Fringe Benefits: Lists specific hourly rates and fringe benefits for various trades including Asbestos Worker, Carpenter, Electrician, Ironworker, Pipefitter, Plumber, Sheet Metal Worker, Cement Mason, Laborer, Operator, and Painter.
• Effective Dates: Provides publication and effective dates for the wage determination and its modifications.
• Worker Protections: Mentions requirements for paid sick leave under Executive Order 13706 and procedures for unlisted classifications and wage determination appeals.

This document is crucial for bidders to accurately estimate labor costs for construction projects in the specified area. It dictates the minimum wages and benefits that must be paid to laborers and mechanics employed on covered federal contracts, directly impacting proposal pricing and compliance.

Amendment / Modification

This amendment (0004) to Solicitation 140R4025R0023 makes the following changes:

• Provides Round #232323% of contractor-submitted answers with Reclamation responses. Some contractor questions are still pending and will be included in a future amendment.
• Introduces updated Specifications and Drawings. These updates are a result of submitted questions. Refer to updated Section J and Attachments #13.1 & #2.6.
• Revised Specifications Sections:
  • 00 00 50 Section B
  • 00 01 10 Table of Contents
  • 01 33 00 Submittals
• Deleted Specification Sections:
  • 07 21 13 Sound Control Batt Insulation
  • 26 26 10 Transformer Load Center
• New Specification Section:
  • 01 60 10 Buy American
• Revised Drawings: Specific drawing numbers and titles are updated, including Architectural Plans, Wall Sections, Door Schedules, Electrical Installation plans, SCADA overviews, and P&ID for River and Sluicing Channels.
• Additional Documents Provided: Several documents are now available as information for bidders upon request to Amy Loveless, Contract Specialist. These include geological logs, corrosivity testing, and design data reports.
• Updated WD NM20250046 Building: See updated Section J and Attachment #35.
• Updated Section B.
• Updated Clause F.2 52.211-10 (Commencement, Prosecution and Completion of Work): Changes are highlighted, including a revised completion date of October 20, 2028, based on a projected Notice to Proceed by April 24, 2026.
• Updated Clause L.10 52.236-27 (Site Visit Construction): Changes are highlighted.
• Updated Clause L.13 WBR 1452.215-81 (Proposal Instructions): Changes are highlighted.
• Provided presentation slides from the first site visit (October 8, 2025).
• Period of Performance: Updated to 04/03/2026 to 10/20/2028.

Specifications, Drawings, Section B, Clause F.2 52.211-10, Clause L.10 52.236-27, Clause L.13 WBR 1452.215-81, and Section J Attachments.

No changes to proposal deadlines or submission requirements are explicitly stated in this amendment, beyond the inclusion of updated specifications and drawings. Bidders should review all updated documents carefully.

Amendment / Modification

This amendment modifies the solicitation as follows:

• Proposal Due Date Extended: The proposal due date has been extended to January 16, 2026, at 1:00 PM MT.

• Second Site Visit Added: A second site visit is scheduled for December 10, 2025, at 10:00 AM MT. Bidders should meet at the Four Corners Construction Office (as specified in the original solicitation) and must RSVP to Tim Gonzales at tjgonzales@usbr.gov.

• Questions Due Date: Any additional questions are due no later than December 15, 2025, at 9:00 AM MT.

• Period of Performance Changed: The period of performance has been adjusted to April 3, 2026, through October 20, 2028.

• Item 00010 (Intake & River Pumping Plant) has been updated to reflect the changes.

• Specifications (Section J Attachment 1) and Drawings (Section J Attachments 2-3) are referenced for details.

• The CLIN includes all items and personnel for a turnkey intake and pumping plant, requiring a full-time safety representative, quality control representative, and qualified survey personnel.

• The proposal deadline has been extended.

• A new site visit opportunity has been added.

• The period of performance has been modified.

Amendment / Modification

This amendment (0002) to Solicitation 140R4025R0023 makes the following changes:

• Provides Site Visit Sign-in Sheet: The attachment includes the sign-in sheet from the site visit.
• Provides Round 1 Q&A: The attachment contains the first round of questions and answers related to the solicitation.
• Extends Solicitation Question Due Date: The deadline for submitting solicitation questions has been extended to November 7, 2025, at 1:00 PM MT.

• Provision 1452.215-81 Proposal Instructions (specifically the solicitation question due date).

• The deadline for submitting questions has been extended to November 7, 2025, at 1:00 PM MT.

Form / Attachment / Pricing Sheet

This document is an attendance record for a pre-bid conference and site visit for the Navajo Gallup Water Supply Project, specifically for the Intake and River Pumping Plant. It was held on October 8, 2025, at 10:00 AM.

The record includes the following information for each attendee:

• Name
• Organization
• Email Address
• Phone Number

This attendance sheet can help potential bidders identify other companies or organizations that attended the pre-bid conference and site visit. This information may be useful for networking, understanding the competitive landscape, or identifying potential partners or subcontractors. It confirms participation in a key event related to the opportunity.

Questions & Answers / Clarifications

This document provides a response to a vendor's question regarding small business participation and Indian Preference goals for the acquisition.

• Question: A vendor inquired if the minimum subcontracting goal of 45.87% for small business participation could be reduced to 25% due to the remote area and complexity of the work.

• Response: The Bureau of Reclamation (BOR) stated that the small business subcontracting goals are set by the Department of Interior (DOI) and cannot be changed. These goals are based on a percentage of the total planned subcontracting dollars. The response also clarified that contractors must separately identify the percentage of small business and large business participation relative to the total contract value.

• The response confirms that the established small business subcontracting goals are fixed and cannot be altered by the contracting agency. Bidders must adhere to the stated percentage for small business participation.

Amendment / Modification

This amendment (0001) to solicitation 140R4025R0023, dated 09/24/2025, is issued to add Attachment 2.5, which contains the remaining drawing pages.

• Attachment 2.5: "00 00 02 Dwgs-B_321-356_22x34_09/24/2025" (36 pages) has been added.

• The amendment does not extend the hour and date specified for receipt of offers.

• Offerors must acknowledge receipt of this amendment as instructed in Item 11.

Form / Attachment / Pricing Sheet

This document contains detailed engineering drawings and plans for the San Juan Station Unit No. 2, River Water Works, including various structures, pipelines, and site grading. It serves as a comprehensive reference for the construction and layout of the facility.

• Plot Plan & Grading Plan (Sheet Y1-8): Outlines the overall site layout, grading, and placement of major components.
• Dam and Spillway Typical Sections and Details (Sheet Y2-8): Provides detailed cross-sections and specific details for dam embankment zoning, spillway outlet pipes, and typical dam sections.
• River Pump Station Area Sections and Details (Sheet Y2-11): Shows cross-sections of intake channels, berms, and outlet structures.
• River Water Works Concrete Layout Plan (Sheet C9-1): Details the concrete structures, including intake structures, pump house foundations, and outlet control structures.
• River Water Intake Structure Concrete Sections and Details (Sheets C9-2 to C9-6): Provides detailed concrete sections and reinforcement for intake structures, diversion weir, retaining walls, and pump house foundations.
• River Water Pump Pit and Pump House Foundation Concrete Plans and Details (Sheets C9-31 to C9-37): Focuses on the concrete reinforcement and layout for the pump pit and pump house foundations.
• River Water Outlet Control Structure Concrete Sections (Sheets C9-41 to C9-43): Details concrete sections and reinforcement for the outlet control structure.
• Outlet Channel and Outlet Structure Concrete Plans and Sections (Sheet C9-51 to C9-52): Outlines the concrete plans and sections for the outlet channel and structure.
• Structural Steel Details (Sheets S8-61 to S8-65): Includes plans and details for trash rack frames, log screens, platforms, and crane supports.
• Pipeline As-Builts (Sheets 01-G-01 to 10-G-02, 10-C-01 to 10-C-21, 10-D-01 to 10-D-05, 10-G-01, 01-G-03): Shows the as-built conditions of the PNM River Station Pipeline, including alignment, profiles, and general notes.

This document is crucial for bidders to understand the physical scope, design specifications, and construction details of the San Juan Station project. It provides critical information on the layout, materials, and engineering requirements for various components, including water intake, pumping facilities, dam structures, and pipeline systems. Bidders must review these drawings to accurately assess the work involved, prepare compliant proposals, and understand the existing conditions and design intent.

Solicitation / RFP / RFQ

This solicitation is for the construction of a new Intake & River Pumping Plant (PP) and related work. The project is located on the San Juan River, approximately 11 miles west of Farmington, NM.

• Construction of a new River Pumping Plant, including:

  • Sitework with a cement-bentonite cutoff wall.
  • Steel manifold piping connected to existing ductile iron lines.
  • Metal building system and foundations.
  • Cast-in-place concrete building structures.
  • Vertical turbine pumping units, air chambers, electrical systems, SCADA systems, and water quality monitoring equipment.

• Selective site demolition.

• Demolition of the existing pumping plant.

• Existing channel modifications, including replacing trash rakes, installing gates, constructing a fish barrier weir and return channel, and concrete modifications.

• The work requires a full-time safety representative, quality control representative, and qualified survey personnel.

• Contract Type: Firm-Fixed Price (FFP)

• Period of Performance: 03/20/2026 to 10/06/2028

• Estimated Value: Not explicitly stated, but the CLIN includes all items and personnel for a turnkey plant.

• Offers are due by 12/19/2025 at 1300 local time.

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

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

• Offers must be valid for at least 60 calendar days after the due date.

• An offer guarantee is required.

• Not specified in the provided pages.

• Detailed specifications are provided in Section J, Attachment 1.

• Drawings are provided in Section J, Attachments 2-3.

• Schedule B contains the Price Schedule continuation with all CLINs and sub-CLINS.

Solicitation / RFP / RFQ

This solicitation is for the Navajo-Gallup Water Supply Project, specifically for the Intake & River Pumping Plant (PP). The project's magnitude is estimated between $50,000,000 and $80,000,000. The work involves constructing a new river pumping plant and performing selective site demolition, including the demolition of the existing pumping plant.

Construct New River Pumping Plant:

• Sitework, including a cement-bentonite cutoff wall.
• Steel manifold piping with connections to existing ductile iron lines.
• Metal building system and foundations.
• Cast-in-place concrete building structures.
• Vertical turbine pumping units.
• Air chambers.
• Electrical system.
• SCADA system.
• Water quality monitoring equipment.

Selective Site Demolition:

• Demolition of existing structures (concrete walls in the intake and existing pumping plant).
• Stockpiling suitable materials for backfill and disposal of waste.
• Minimizing interference with ongoing site activities, haul routes, and protecting adjacent utilities and observation wells.

Ground Water Control:

• Comprehensive plan for managing groundwater, including cement-bentonite (C-B) slurry cutoff wall installation and dewatering/unwatering systems.

Other Key Areas:

• Concrete construction for intake and pumping plant.

• Pump mounting tolerances and installation precision.

• Backfill and compaction around the plant/intake facilities.

• Temporary shoring.

• Commissioning implementation.

• Coordination with other contractors (SJLWTP, Reach 1 Pipeline, Frank Chee Wiletto Reservoir).

• Contract Type: Fixed Price Contract.

• Period of Performance: Approximately 909 calendar days from Notice to Proceed. Estimated completion by October 6, 2028. Notice to Proceed expected by April 10, 2026.

• Estimated Magnitude: $50,000,000 - $80,000,000.

• Proposal Submission Deadline: December 19, 2025, at 1:00 PM MT.

• Submission Method: Electronic submission via Microsoft Teams or Kiteworks. Normal email is a last resort.

• Evaluation Factors:

  1. Technical Approach, Staff Qualifications and Key Personnel & Experience
  2. Quality Control
  3. Past Performance and Safety
  4. Small Business Participation (SBP) and Indian Preference Hiring Plan
  5. Cost/Price

• Award Basis: Best Value determination, with non-price factors combined being approximately equal in importance to price.

• Small Business Subcontracting Goals:

  • Small Businesses (SB): 45.87%
  • Socio-Economically Disadvantaged Small Businesses (SDB): 5%
  • Woman-owned Small Businesses (WOSB): 5%
  • Historically Underutilized Business District Small Businesses (HUBZone): 3%
  • Veteran Owned Small Businesses (VOSB): 0%
  • Service-Disabled Veteran Owned Small Businesses (SDVOSB): 5%
  • Indian Small Business Economic Enterprises (ISBEE): 3%

• Indian Preference: Requirements for Indian employment, training, and subcontracting are detailed.

• Taxes: New Mexico Gross Receipts Tax and Navajo Nation Tax are not included in the contract price and will be reimbursed separately upon submission of tax documents.

• Site Visit: Scheduled for Wednesday, October 8, 2025, at 10:00 AM MT at the Four Corners Construction Office.

• Quality Control: Contractor must establish a Quality Control Plan.

• Past Performance: Questionnaires will be used, and recent (within 8 years) and relevant experience is critical.

• Safety: OSHA rates, training, and safety programs will be evaluated.

• Indian Preference: Specific plans for hiring and subcontracting with Native American individuals and businesses are required.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for wage rates applicable to building construction projects in San Juan County, New Mexico. It specifies the minimum wage rates and fringe benefits that must be paid to various construction laborers and mechanics on federal or federally funded construction projects subject to the Davis-Bacon Act or related acts.

• General Decision Number: NM20250046 (effective 03/07/2025)
• Applicable Executive Orders: Details requirements for Executive Order 14026 (effective Jan 30, 2022) and Executive Order 13658 (effective Jan 1, 2015 - Jan 29, 2022) regarding minimum wage rates.
• Wage Rates and Fringes: Lists specific prevailing wage rates and fringe benefits for various trades, including:
  • Asbestos Worker/Heat & Frost Insulator
  • Carpenter
  • Electrician
  • Ironworker, Structural
  • Pipefitter (Includes HVAC Pipe Installation)
  • Plumber
  • Sheet Metal Worker (Includes HVAC Duct Installation)
  • Cement Mason/Concrete Finisher
  • Laborer (Common or General)
  • Laborer (Mason Tender - Cement/Concrete)
  • Operator (Backhoe/Excavator/Trackhoe)
  • Painter (Brush and Roller)
  • Painter (Spray)
• Welders: Receive rates prescribed for the craft performing the operation to which welding is incidental.
• Executive Order 14026/13658 Notes: Clarifies that workers may be entitled to a higher minimum wage under these EOs and provides information on their applicability.
• Paid Sick Leave: Mentions Executive Order 13706 regarding paid sick leave for federal contractors.
• Wage Determination Appeals Process: Outlines the process for appealing wage determinations.

Bidders must use this document to understand the minimum labor costs associated with the opportunity. The specified wage rates and fringe benefits must be incorporated into their cost proposals and adhered to during contract performance. Failure to comply with these wage requirements can lead to penalties. Bidders should pay close attention to the specific rates for the trades required for the project and any applicable Executive Order minimums.

Form / Attachment / Pricing Sheet

This document is a Past Performance Questionnaire designed to gather feedback on a contractor's performance for a specific contract. It is intended to be completed by the client and submitted to the offeror, who will then include it with their proposal. The government may also use this information for future solicitations.

• Contract Information: Details about the contract, including contractor firm name, contract number, contract type, award and completion dates, and original/final contract prices.
• Project Description: A section for the contractor to describe the project's complexity and its relevance to the current opportunity.
• Client Information: Contact details for the client and a description of their role in the project.
• Performance Ratings: A comprehensive rating system using adjective ratings (Exceptional, Very Good, Satisfactory, Marginal, Unsatisfactory, Not Applicable) across categories such as Quality, Schedule/Timeliness, Customer Satisfaction, Management/Personnel/Labor, Cost/Financial Management, Safety/Security, and General.
• Narrative Remarks: Space for the client to provide specific strengths, weaknesses, deficiencies, or other comments.

This questionnaire is crucial for bidders as it directly relates to the past performance evaluation factor. Completing it accurately and thoroughly provides evidence of the contractor's capabilities and track record. The ratings and narrative comments will inform the government's assessment of the bidder's likelihood to successfully perform the contract. Bidders should ensure they provide this document to their clients for completion and submit it as part of their proposal.

Form / Attachment / Pricing Sheet

This document is a Key Personnel Form required for bidders to complete as part of their proposal submission. It is used to collect information about the essential personnel proposed for the contract.

• Name: Full name of the proposed key personnel.
• Proposed as: Designation as Primary or Alternate.
• Position: The role the individual will fill.
• Professional Licensing: Details of any required state licenses and numbers.
• Education: School, location, degree, major, minor, and completion date.
• Specialized Training: Any relevant certifications or specialized training.
• Qualifying Experience: Detailed information on up to three past projects, including:
  • Project Name and Location
  • Dates of Involvement
  • Position(s) held and duration
  • Delivery Method (Traditional Design-Build, Progressive Design-Build, Other)
  • Customer Name, Address, Phone, and E-mail
  • Description of Project Features
  • Description of Duties/Responsibilities

Bidders must provide comprehensive details for each section as applicable to the proposed key personnel. This includes educational background, professional licenses, specialized training, and detailed project experience demonstrating relevant qualifications.

Accurate and complete submission of this form is crucial for demonstrating the qualifications of the proposed key personnel, which is likely a significant factor in proposal evaluation. Failure to provide complete information may negatively impact the proposal.

Form / Attachment / Pricing Sheet

This document is a drawing index that lists all the drawings associated with the Navajo-Gallup Water Supply Project, specifically for the San Juan Lateral - Reach 1, Intake and River Pumping Plant.

• The index is organized by discipline (General, Site Civil, Civil Structures, Geotechnical, Civil Pipeline, Architectural).
• Each entry includes a plate number, sheet number, content description, and detail type.
• It references specific drawing numbers (e.g., 1695-D-62028).
• A revision history is included, noting a change on 2025-08-20 to add "Trash Rake, Flowmeter, and Bulkheads."

This document is crucial for bidders to understand the full scope of the project by identifying all relevant drawings. It helps in navigating the extensive documentation and ensuring all aspects of the design are considered during proposal preparation. Bidders can use this index to locate specific details related to civil, structural, mechanical, architectural, and other engineering aspects of the pumping plant and intake structures.

Form / Attachment / Pricing Sheet

This document is a "General Decision" which provides the prevailing wage rates and fringe benefits required for various labor classifications on heavy construction projects in San Juan County, New Mexico. It is intended to inform contractors of the minimum wage requirements for covered contracts.

• General Decision Number: NM20250040, dated 01/24/2025.
• Superseded Decision Number: NM20240040.
• Location: San Juan County, New Mexico.
• Construction Type: Heavy Construction Projects.
• Executive Order Applicability: Details the applicability of Executive Order 14026 and Executive Order 13658 based on contract award or renewal dates, specifying minimum hourly rates for 2025.
• Wage Rates and Fringes: Lists specific hourly rates and fringe benefits for various trades, including Carpenter, Electrician, Cement Mason/Concrete Finisher, Ironworker, Laborer, Operator (various types), and Truck Driver.
• Worker Protections: Mentions Executive Order 14026 and 13658 minimum wage requirements and paid sick leave under Executive Order 13706.
• Appeals Process: Outlines the process for appealing wage determination decisions.

Bidders must use this information to accurately estimate labor costs for their proposals. Failure to comply with these prevailing wage requirements can lead to contract violations. The document specifies the minimum wages and benefits that must be paid to laborers and mechanics employed on the covered construction work.

Form / Attachment / Pricing Sheet

This document is an "Experience Worksheet" intended for bidders to detail their past project experience relevant to the solicitation. It serves as a template for bidders to provide structured information about their previous work.

• Project Name: Name of the project.
• Project Location: Where the project was completed.
• Contract Number: The contract identifier for the project.
• Customer Name & Address: Information about the client.
• Customer Contact & Phone: Contact details for the customer.
• Type of Contract: Specifies the contract vehicle used (e.g., Design-Build, Design-Bid-Build).
• Role: The bidder's role in the project (e.g., Principal Designer, Constructor).
• Point of Involvement: The phase(s) of the project the bidder was involved in.
• Description of Project: Details on scope, complexity, and magnitude.
• Completion Dates: Original and actual completion dates, with explanations for variances.
• Contract Amounts: Original and final contract amounts, with explanations for variances.
• Problems Encountered: Description of any issues and corrective actions taken.

Bidders must complete this form to demonstrate their relevant experience as required by the solicitation. The information provided will likely be a key factor in the evaluation of proposals, allowing the government to assess the bidder's capability and past performance on similar projects. The worksheet limits responses to a maximum of two pages per project.

Form / Attachment / Pricing Sheet

This document is a template for a Subcontracting Plan, required by Federal Acquisition Regulation (FAR) 52.219-9. Offerors are required to submit and negotiate this plan with the Contracting Officer upon request. It outlines how the contractor intends to utilize small businesses for subcontracting opportunities.

• Type of Plan: Requires selection between Individual, Master, or Commercial Plan, with specific fields for contract value, projected sales, and subcontracting percentages.
• Goals: Requires detailed percentage goals for subcontracting to various small business categories (SB, VOSB, SDVOSB, HUBZone SB, SDB, WOSB, ISBEE) for the base contract period and each option period.
• Supplies and Services: Requires identification of principal types of supplies and services to be subcontracted and the types of businesses that will supply them.
• Methodology: Requires explanation of how subcontracting goals were developed and the methods used to identify potential subcontracting sources (e.g., SAM database, trade associations).
• Indirect Costs: Requires clarification on whether indirect costs are included in subcontracting goals and how they are allocated.
• Administration: Requires identification of the individual responsible for administering the subcontracting plan.
• Equitable Opportunity: Requires description of efforts to ensure equitable competition for small businesses.
• FAR Clause Inclusion: Requires agreement to include FAR 52.219-8 in subcontracts and to require subcontracting plans from certain subcontractors.
• Reporting: Outlines requirements for submitting Individual Subcontract Reports (ISR) and Summary Subcontract Reports (SSR) using the Electronic Subcontracting Reporting System (eSRS).
• Record Maintenance: Details the types of records to be maintained to demonstrate compliance.
• Assurances: Requires agreement to make good faith efforts to acquire from small businesses, provide explanations for failures, not prohibit subcontractor discussions with the government, and ensure timely payments to small business subcontractors.

Potential bidders must complete and submit this template as part of their proposal. It requires them to detail their strategy for subcontracting with small businesses, including specific goals and methods. Failure to provide a compliant subcontracting plan may impact proposal evaluation and award.

Form / Attachment / Pricing Sheet

This document contains standard drawings and details related to electrical installations, concrete structures, and miscellaneous metalwork, likely intended for use in Bureau of Reclamation projects. It serves as a reference for contractors to ensure consistency and adherence to established standards.

• Electrical Installation Details: Includes drawings for grounding, conduit termination, pipe supports, electrical equipment supports, and typical grounding details for various components like fences, rails, and structures.
• Concrete Structures: Provides details on construction joints, expansion joints, contraction joints, control joints, and methods for building forms for successive lifts.
• Miscellaneous Metalwork: Features standard designs for ladders, guard posts, pipe supports, and pull boxes.
• Geology and Soil Classification: Includes charts and descriptions for rock weathering, durability, color, particle sizes, texture, hardness/strength, and soil classification.
• Standard Design Formats: Outlines the required format for government drawings, including borders, title blocks, and lettering specifications.

Bidders should review these standard drawings to understand the specific technical requirements and design standards that will be applied to the project. This includes details on materials, construction methods, and safety considerations. Familiarity with these documents is crucial for accurate proposal preparation and successful project execution.

Form / Attachment / Pricing Sheet

This document contains detailed architectural drawings for the Pumping Plant, including plans, elevations, sections, and various construction details. It serves as a visual guide for the construction of the Pumping Plant.

• Plans: Floor plans, roof plans, and site plans illustrating the layout and dimensions of the Pumping Plant and surrounding areas.
• Elevations: Exterior elevations showing the building's appearance from different sides.
• Sections: Building sections providing cut-through views to illustrate internal construction and material layering.
• Details: Specific construction details for walls, roofs, foundations, doors, windows, masonry, and miscellaneous metalwork.
• Schedules: Door and window schedules listing specifications for these components.
• Notes and Legends: Explanations of symbols, abbreviations, code compliance, and specific construction requirements.

This document is crucial for bidders to understand the physical scope, design, materials, and construction methods required for the Pumping Plant. It details the architectural specifications that must be adhered to during construction, impacting material selection, labor, and overall project execution.

Form / Attachment / Pricing Sheet

This document comprises detailed engineering and electrical installation drawings for the Navajo-Gallup Water Supply Project, specifically for the San Juan Lateral - Reach 1 Intake and River Pumping Plant. It includes plans, sections, details, schedules, and schematics for mechanical, electrical, and instrumentation systems.

• Mechanical Systems: Gate tables, slide gates, baffle gates, trashrack panels, and HVAC system drawings (Dwg. 1695-D-62219 to 1695-D-62238).
• Electrical Systems: Symbols, designations, single line diagrams, control schematics, cable tray plans, grounding plans, conduit plans, switchboard and panelboard schedules, and cable/conduit schedules (Dwg. 1695-D-62243 to 1695-D-62254).
• Instrumentation & Plumbing: Piping and Instrumentation Diagrams (P&IDs) for various plant areas, and plumbing cover sheets, interior drainage, and site plumbing distribution drawings (Dwg. 1695-D-62240 to 1695-D-62242).

These drawings are critical for bidders to understand the precise technical specifications, design details, and installation requirements for mechanical, electrical, and instrumentation components. They provide essential information for accurate cost estimation, fabrication and installation planning, and ensuring compliance with engineering standards. Bidders must review these documents for specific dimensions, materials, routing, capacities, and installation methods to prepare a comprehensive and compliant proposal.

Form / Attachment / Pricing Sheet

This document contains detailed geological logs and physical properties test results for various drill holes and test pits (DHR1-23-1 through DHR1-23-24, TPR1-23-1 through TPR1-23-15, and TH-101, TH-102, TP-101, TP-102, TP-103). It provides information on soil and rock classifications, stratigraphy, physical conditions, and laboratory test results.

• Geologic Logs (Drill Holes and Test Pits): Detailed descriptions of soil and rock strata encountered, including depth, classification (USCS), hardness, weathering, recovery, and physical condition.
• Physical Properties Test Results: Summaries of laboratory tests, including particle size fractions, consistency limits (Liquid Limit, Plasticity Index, Shrinkage Limit), in-place density, specific gravity, maximum dry density, optimum moisture content, penetration resistance, and D-value.
• Location Maps and Sections: Maps and cross-sections illustrating the locations of drill holes and test pits, as well as surface geology.

This document is crucial for bidders to understand the subsurface soil and rock conditions at the project site. This information is essential for:

• Assessing the feasibility and risks associated with excavation, foundation design, and construction.
• Estimating material quantities and types for earthwork and structural components.
• Developing accurate cost and schedule proposals.
• Identifying potential geotechnical challenges and mitigation strategies.