P1112 B72 Resiliency Improvements, Portsmouth Naval Shipyard (PNSY), Kittery, Maine

Form / Attachment / Pricing Sheet

This document contains historical drawings related to the Salt Water Tunnels and Building 72 at the U.S. Navy Yard. It provides a visual record of the layout and infrastructure, which may be relevant for understanding the existing conditions of the site.

• Yard Plate No. 12, updated through the early 1980s, depicting the general layout of salt water tunnels.
• Detailed plans and sections of intake and discharge systems, including tunnels, wells, screens, and piping.
• Information on Building 72, the Central Power Plant, and associated pump houses.
• Historical notes indicating changes in tunnel function (e.g., intake to discharge) and construction phases.

These historical drawings offer critical context for any bidder involved in opportunities related to the salt water tunnel systems or Building 72. They illustrate the historical infrastructure, potential existing conditions, and previous modifications, which can inform site assessments, design considerations, and construction planning.

Form / Attachment / Pricing Sheet

This document is a Price Schedule form that bidders must complete and submit as part of their proposal. It requires line-item pricing for the base requirement and various option items related to the Project P-1112 B72 Resiliency Improvements.

• BASE PRICE (0001): Covers the total price for the primary work, including the construction of a desalination plant (400,000 GPD) housed in Building 72, supplied from a new pump station in Building 242. This base price is further broken down into subtotals for hazardous material handling in specific areas (Pump Room S, B242, Room C), work within Room C, Pump Room B, Pump Room S, structural work, desalinization process work, medium voltage electrical, site civil, site structural, process instrumentation, fire protection, spare parts, maintenance workshop installation, and intake/slab/below slab structural repairs.

• Option Items (0002-0012): Includes pricing for potential additions such as cooling tower permeate supply, piping material substitution, abandoning saltwater tunnels, re-routing storm drainage, post-construction follow-on services, temporary auxiliary saltwater system, stair demolition/installation, brick repointing, bridge crane installation, and accessory structure design/construction.

• TOTAL PRICE: A final field for the sum of all CLINs.

• Bidders must provide unit prices for each line item indicated by blank underlines.

• Failure to enter a price for any CLIN will result in proposal rejection.

• A firm fixed proposed price is required for all CLINs.

• All work required by the drawings and specifications must be included in the proposed price.

This form is critical for bidders to detail their proposed costs for the entire project, including the base requirement and all potential option items. Accurate and complete pricing is essential for proposal submission and evaluation. The document also outlines how options will be evaluated and the implications for contract award and completion dates. Bidders must ensure their pricing is not materially unbalanced.

Other / Unclassified

This document, titled "GC100A MILESTONES AND COORDINATION REQUIREMENTS," outlines key milestones and coordination requirements for construction activities related to a SAM.gov opportunity. It details specific phases and their associated timelines, as well as general sheet notes and scheduling considerations.

• Milestone A (Building 242): Covers below-slab and slab scope, including temporary ASW, accessory structure, CWIS reconfiguration, and restoration of permanent ASW. It has a start date of Award + 0 Days and a period of performance of 365 calendar days. Underwater construction at CWIS is limited to a 2-month outage.
• Milestone B (Discharge Line and Bid Options South of Bldg 72): Encompasses work requiring roadway outages between Bldg 72 and Bldg 238, and work affecting access to the Bldg 178 fire pump room. It also includes special foundation work south of Bldg 72. Start date is Award + 0 Days with a 365-day POP.
• Milestone C (Discharge Outlet at Berth 4): Involves construction of the discharge pipe from southeast of Building 178 to Berth 4, including a protective cage. Underwater construction at the discharge is limited to a 2-month outage. Start date is Award + 730 Days, with completion no later than the Project Base Operating Date (BOD).
• Coordination Requirements: Bidders must coordinate construction activities with planned adjacent construction by others, referencing provided schedules. Coordination meetings with adjacent projects are required.
• Referenced Projects: The document references other projects, including RM23-0024 (Berth 4 and 5 Structural Repairs) and P1080 (Power and Water Resiliency, B242 Improvements), and provides estimated field schedules and phasing for these projects, which bidders must consider.
• Scheduling Considerations: Details specific zone work (Zone 1-5) with estimated dates and sequencing requirements for RM23-0024. It also notes anticipated road blockages and durations for electrical feeder work.

Amendment / Modification

This document is a revision of the Summary of Work (PWD ME) dated 05/21, revised via Amendment 08.

Key changes and additions include:

• Work Sequencing And Preparation Plan (G): Added via Amendment 08.

• Project Sequencing Requirements: A paragraph regarding "Project RM23-0024 Berth 4 and 5 Structural Repairs phasing/staging" was added via Amendment 08.

• Cost-Loaded Network Analysis Schedule (NAS): The document references the use of this schedule for coordinating escorts and states that the project schedule developed in accordance with Section 01 32 17.00 20 will be used for this coordination. (Revised via Amendment 08)

• Work Sequencing and Preparation Plan: A paragraph was added via Amendment 08, emphasizing the plan's intent to demonstrate a complete understanding of project requirements, including sub-contracted work, outages, and coordination with government operations and adjacent activities.

• Section 01 11 00.00 22, Attachment A: Paragraph added via Amendment 08.

• Section 01 32 17.00 20: Referenced in relation to the NAS and escorts (Revised via Amendment 08).

• The addition of the "Work Sequencing And Preparation Plan" as a submittal requirement (marked with 'G') impacts the preconstruction submittal process.

• The revised project sequencing requirements and the emphasis on the Work Sequencing and Preparation Plan may affect how bidders plan and present their approach to the project.

Amendment / Modification

This document, "00 01 15 LIST OF DRAWINGS," is a revision (Revised via Amendment 08) to the contract drawings. It provides a comprehensive list of all contract drawings associated with the project.

This document itself is the affected section, as it lists and supersedes previous versions of the contract drawings.

This document does not directly impact proposal submission deadlines or evaluation factors. It serves as a reference for the drawings that will be part of the contract.

Amendment / Modification

This amendment (Amendment 0008) to Solicitation N40085-26-R-0005 for DESIGN-BID-BUILD (DBB) P1112 B72 RESILIENCY IMPROVEMENTS at PORTSMOUTH NAVAL SHIPYARD (PNSY), KITTERY, MAINE, incorporates the following:

• Revised Wage Determination: An updated wage determination has been provided.

• Specification and Drawing Revisions/Updates: Several specifications and drawings have been revised or updated.

• Responses to PPIs: Responses to Pre-Proposal Inquiries (PPIs) have been provided.

• Revised Attachment H - Price Proposal Form: A revised version of the Price Proposal Form has been issued.

• Extended Proposal Due Date: The proposal due date has been extended from June 4, 2026, to June 16, 2026, at 2:00 PM EDT. The PPI cutoff date of April 23, 2026, remains unchanged.

• Section 00 00 00 - Procurement and Contracting Requirements: The Response Due Date has been changed.

• Section 00 73 00 - Supplementary Conditions: Miscellaneous text has been modified, and information regarding DPAS regulation and PGI Payment Instructions has been included.

• Specifications and Drawings: Numerous specific drawings and specifications have been revised, with details provided in the "Summary of Revision" table and PPI responses.

The proposal due date has been extended to June 16, 2026, at 2:00 PM EDT. Bidders should acknowledge receipt of this amendment and ensure their offers reflect all incorporated changes.

Form / Attachment / Pricing Sheet

This document provides detailed architectural drawings related to "P-1112 B72 Resiliency Improvements" at Portsmouth Naval Shipyard. It specifies various wall, ceiling, and roof types, as well as enlarged ceiling plans for specific rooms (Pump Rooms B & S, Rooms C & M).

• Wall Types: Details construction for concrete masonry unit (CMU) walls, metal stud framing with gypsum board, and exterior wall assemblies (Type FR), including fire ratings and acoustic insulation.
• Ceiling Types: Specifies "Ceiling Type 1" construction.
• Roof Types: Details "Roof Type 1" construction.
• Enlarged Ceiling Plans: Provides detailed layouts for Pump Rooms B & S and Rooms C & M, indicating new framed openings, overhead coiling doors, crane systems, and lighting.
• Fire Resistance: Notes requirements for fire-resistance rated partitions, smoke resistance, firestopping, and fire-resistive joint systems. Specific fire ratings (e.g., 2 HR, 3 HR) and UL design numbers are provided for various assemblies.
• Exterior Wall Assemblies: Details "Type FR" exterior walls, including concrete backup walls, insulated metal panels, and steel framing.

This document is crucial for bidders to understand the specific construction materials, assemblies, and architectural details required for the "P-1112 B72 Resiliency Improvements" project. It informs the scope of work, material selection, and installation requirements, particularly concerning fire ratings and structural components. Bidders must review these drawings to accurately estimate costs and ensure compliance with all specified architectural standards.

Form / Attachment / Pricing Sheet

This document provides enlarged plans for Pump Rooms B & S, and Room C, detailing "Demo Work" and "New Work" areas. It serves as a visual reference for the scope of construction or renovation activities within these specific areas.

• Enlarged Plans: Detailed layouts for Pump Room B & S and Room C.
• Key Plan: Provides an overview of the location of the enlarged plans within the overall structure.
• Keynote: Lists specific requirements and notes, including:
  • Fire ratings for existing and new walls (2-hour and 3-hour).
  • Requirements for fire stopping and wall infill assemblies.
  • Bid Option #10: Installation of a new stair in Pump Room.
  • Bid Option #11: Repointing and repairing of existing brick in Pump Room S.
• Demo Work & New Work: Delineates areas designated for demolition and new construction.
• Graphic Scale: Provides a scale for accurate measurement of the plans.

This document is crucial for bidders to understand the physical layout, scope of work, and specific requirements (including fire ratings and optional bid items) for the pump rooms and Room C. It directly informs the planning, estimation, and execution of any related construction or renovation tasks.

Form / Attachment / Pricing Sheet

This document contains structural drawings for "Pump Room S Floor Plan" and "Pump Room S Enlarged Partial Plan." It details the proposed structural work, including slab reinforcement, equipment pads, and modifications to existing structures.

• Pump Room S Floor Plan: Shows the layout of the pump room, including existing and proposed structural elements, slab details (thickness, reinforcement, slope), equipment pads, and tank box-outs.
• Pump Room S Enlarged Partial Plan: Provides a more detailed view of specific areas within Pump Room S, highlighting structural components like steel bar grating, suction wells, and concrete piers.
• General Notes: Includes references to other drawing sheets for general notes, coordination with mechanical/electrical/fire protection drawings, and temporary bracing requirements.
• New Work Keynotes: Details specific new construction elements such as vault construction, filling of existing trenches and wells, and exploratory test pits.

This document is crucial for bidders to understand the structural scope of work required for the Pump Room S area. It provides specific details on concrete work, reinforcement, and modifications to existing infrastructure, which will inform cost estimations, material requirements, and construction planning.

Form / Attachment / Pricing Sheet

This document, titled "A-450 - ENLARGED PLAN DETAILS.pdf", provides detailed architectural drawings and specifications for specific construction elements related to an opportunity. It includes enlarged plans and sections for stairs (Stair 2, Stair 3, Stair 4), as well as detailed views of corner conditions and wall connectors.

• Stair Details: Enlarged plans and sections illustrating the construction and dimensions of various stairs, including tread depth, riser height, railing specifications, and landing details.
• Corner Details: Close-up views of outside and inside corner conditions, showing material transitions, sealant applications, and framing.
• Wall Connector Details: Specific drawings illustrating how new wall assemblies connect to existing brick walls, including expansion joint details and sealant requirements.
• Material Callouts: Identification of materials such as metal panel assemblies, cold-formed metal framing, insulation, and existing structural elements.

This document is crucial for bidders to understand the precise construction methods, material requirements, and spatial configurations for specific elements of the project. It provides the necessary detail for accurate bidding on the construction scope involving stairs, exterior wall transitions, and corner assemblies. Bidders should carefully review these details to ensure their proposals accurately reflect the complexity and requirements of these specific construction tasks.

Form / Attachment / Pricing Sheet

This document appears to be a technical specification or a portion of a Statement of Work (SOW) or Performance Work Statement (PWS) related to construction, specifically focusing on concrete and masonry work. It details requirements for "Cast In Place Concrete," "Structural Steel," "Masonry Construction," and "Foundations."

• General: Outlines general requirements and design codes/standards.
• Cast In Place Concrete: Provides detailed specifications for concrete work, including mix designs, placement, curing, and finishing.
• Structural Steel: Specifies requirements for structural steel components, fabrication, and erection.
• Masonry Construction: Details specifications for masonry units, mortar, and construction methods.
• Foundations: Outlines requirements for foundation design and construction.
• Post Installed Concrete Anchors & Reinforcing Dowels: Specifies requirements for post-installed anchors and dowels.
• Building Deflection Units: Includes a table with deflection limits for various building components.

This document is crucial for bidders involved in construction opportunities. It defines the technical standards, materials, and methods that must be adhered to for the specified work. Understanding these specifications is essential for accurate bidding, project planning, and ensuring compliance with contract requirements.

Form / Attachment / Pricing Sheet

This document contains structural drawings related to the "B72 Resiliency Improvements" project at Portsmouth Naval Shipyard. It details various sections and details for vaults, pump pads, suction well slabs, suspended slabs, and intake tunnels.

• Vault Sections (1 of 2 & 2 of 2): Illustrates the construction of existing vaults, including rebar placement, concrete pours, and integration with existing structures.
• Slab and Intake Tunnel Section: Details the construction of a slab and the infill of an existing intake tunnel, specifying concrete density and reinforcement.
• Suction Well Slab Section: Shows the reinforcement and construction details for a suction well slab.
• Suspended Slab Section: Depicts the construction of a suspended slab, including rebar and bolt details.
• UF Pump Pad Sections: Provides details for pump pads adjacent to existing walls and within a tank box-out, specifying bolt embedment and rebar.
• General Notes: Refers to Sheet S-001 for general notes and provides specific notes regarding field verification, existing openings, and epoxy/rebar installation.
• New Work Keynotes: Details specific construction elements and requirements, such as "Drill & Epoxy 6" Min. Embed into Exist. Concrete Wall (Typ.)".

This document is crucial for bidders to understand the structural requirements and existing conditions for the proposed improvements. It provides detailed visual information on how new and existing structures are to be integrated, the types of materials and reinforcement to be used, and specific construction methods. Bidders will need to use these drawings to accurately estimate costs, plan construction sequencing, and ensure compliance with structural specifications.

Form / Attachment / Pricing Sheet

This document provides detailed construction details and notes related to concrete work, specifically for reinforcing, equipment pads, fence posts, pipe penetrations, and concrete repair. It serves as a technical reference for contractors performing work on the project.

• Reinforcing Details: Includes specific diagrams and notes for horizontal wall reinforcing, reinforcement at openings in concrete walls, supplemental slab reinforcing, and typical slab on grade reinforcing.
• Concrete Equipment Pad: Details for constructing a concrete pad to support equipment.
• Fence Post Detail: Specifics for installing fence posts.
• Pipe Through Foundation Wall: Illustrates how to properly install pipes through foundation walls, including sleeve requirements and clearance.
• Concrete Repair Detail (Type 3): Outlines the procedure for concrete repair, including surface preparation, material specifications (grout, corrosion inhibitor, bonding agent), and application steps.
• Notes: Extensive notes cover various aspects such as bar splicing, coordination with shop drawings, vapor barrier requirements, and dowel support.

This document is critical for bidders to understand the specific construction methods, material requirements, and quality standards for concrete work. It directly impacts the scope of work, material take-offs, and the technical approach for any construction-related proposals. Bidders must review these details to accurately estimate costs and ensure compliance with project specifications.

Form / Attachment / Pricing Sheet

This document provides detailed construction details and specifications for various concrete elements, including equipment bases, construction joints, isolation joints, and anchor bolt details. It is intended for use by contractors in the execution of the project.

• Minimum Splice Development Lengths: Tables detailing required lengths for rebar based on concrete strength and bar size.
• Equipment Base Detail: Specifications for concrete equipment pads, including reinforcement, anchor bolts, and grouting.
• Pipe Embed Detail: Details for embedding pipes within concrete structures.
• Vertical Construction Joint: Details for constructing vertical joints in concrete walls.
• Anchor Bolt Detail: Specifications for anchor bolts, including materials, dimensions, and installation.
• Typical Slab Reinforcing @ Door Openings: Reinforcement details for concrete slabs around door openings.
• Typical Slab on Grade Isolation Joint Detail: Details for isolation joints in concrete slabs.
• Horizontal Concrete Joints Diagram: An overview diagram illustrating various horizontal concrete joints.
• Vertical Control Joint: Details for control joints in concrete walls.

Bidders must review these details to understand the specific construction methods, material requirements, and tolerances for concrete work. This information is critical for accurate cost estimation, scheduling, and ensuring compliance with project specifications.

Form / Attachment / Pricing Sheet

This document provides detailed "Typical Masonry Wall Reinforcing Details" and "Concrete Masonry Infill Details @ Exist. CMU Wall Opening/Lintel." It also includes a "Concrete Masonry Lintel Schedule." This information is crucial for understanding the structural requirements for reinforcing concrete masonry walls, including new infill work and lintel specifications.

• Typical Masonry Wall Reinforcing Details: Illustrates reinforcement at continuous walls, control joints, wall intersections, and corners. It specifies vertical reinforcement, bond beam reinforcement, and grout-filled cores.
• Concrete Masonry Infill Details: Shows how to reinforce and infill existing concrete masonry walls at openings and lintels, including details for drilling and epoxying bars, and sealing gaps.
• Concrete Masonry Lintel Schedule: Provides specifications for lintels based on wall thickness and span length, detailing reinforcing bar sizes and placement.
• General Sheet Notes: Includes important notes on grouting requirements (solid grouting for reinforced cores and bond beams), grout strength (5000 PSI), and minimum reinforcing bar extension lengths.
• New Work Keynotes: Outlines specific reinforcement requirements for openings smaller than 16 inches, horizontal bars at the bottom of openings, and shear reinforcement.

This document directly impacts bidders by defining the specific structural reinforcement and construction methods required for concrete masonry work. Bidders must carefully review these details to accurately estimate material, labor, and compliance requirements for any construction involving concrete masonry walls, openings, and lintels. The "Concrete Masonry Lintel Schedule" is particularly important for pricing and material procurement.

Form / Attachment / Pricing Sheet

This document contains structural drawings related to roof framing and roof hatch installation for the Pump Room A of the P-1112 B72 Resiliency Improvements project.

• Roof Framing Plan: Details the layout of steel framing, including beams, columns, and purlins, for the roof of Pump Room A. It indicates the placement of a proposed roof hatch opening and references specific steel member sizes (e.g., C9x13.4, W8x15).
• Roof Hatch Framing Details: Provides specific details for framing around the roof hatch opening, including connections and support members. It also shows details for roof framing at lifting eye supports and lifting eyes, specifying material (GR-316 SS Eye Bolt Assembly) and load rating (≥ 1 KIP vertical working load).
• General Sheet Notes: Includes important notes for the contractor, such as dimensions to be verified in the field, temporary shoring requirements during installation, coordination with architectural drawings for roof hatch size and location, and submission requirements for the roof hatch to the Engineer of Record (E.O.R.) for review.

This document is crucial for bidders to understand the structural requirements for roof modifications, specifically the installation of a roof hatch and associated framing. It provides critical details for estimating labor, materials, and construction methods. Bidders must pay close attention to the framing dimensions, connection details, material specifications for lifting eyes, and coordination requirements with architectural drawings and the E.O.R.

Form / Attachment / Pricing Sheet

This document is a technical drawing (cut sheet) for a "BLP Plate Mounted Pad Eye, RC 1 Metric Ton" manufactured by Bishop Lifting. It provides detailed specifications and dimensions for the product.

• Product Title: BLP Plate Mounted Pad Eye, RC 1 Metric Ton
• Manufacturer: Bishop Lifting
• Model/Drawing Number: PEP-00100
• Dimensions: Includes overall length, width, height, and hole sizes.
• Material/Finish: Mentions cold galvanized coating.
• General Notes: Covers welding standards (AWS D1.1), load handling capabilities, testing requirements (2.0 x rated capacity), edge finishing, compliance with ANSI/ASME B30.20, and operating temperature range (-20°F to 150°F).
• Revision History: Details changes made to the drawing.

This document is crucial for bidders to understand the exact specifications of the lifting hardware required for the opportunity. It allows vendors to confirm they can supply a product that meets all dimensional, material, and performance requirements, including compliance with relevant industry standards and testing protocols.

Solicitation / RFP / RFQ

This document is a Justification and Approval (J&A) for the use of brand-name specifications for an Allen-Bradley CompactLogix 5069 L3 controller in Solicitation N4008526R0005, "P1112 B72 Resiliency Improvements," at Portsmouth Naval Shipyard, Kittery, ME. The project aims to provide a desalination facility with a non-potable process water net production capacity of 400,000 gallons per day, integrating pumping and control systems with existing infrastructure.

• The primary deliverable is a desalination facility with specific water production capacity.

• The project requires integration of pumping and control systems with existing condensate receiver tank and cooling tower piping.

• A key component is the Allen-Bradley CompactLogix 5069 L3 Series Controller, specified due to compatibility with the existing power plant control system (also Allen-Bradley Control Logix based).

• The acquisition will be solicited as an unrestricted, full and open, stand-alone construction solicitation.

• The programmed amount for the work is redacted, but the estimated value of the brand-name supply is also redacted.

• The project will be funded by redacted funds.

• The work is expected to be completed 900 days after contract award.

• A Sources Sought Notice was published on SAM.gov on February 26, 2026, closing March 12, 2026, yielding zero responses.

• A pre-solicitation notice and the solicitation will be publicized on Contract Opportunities/SAM.gov.

• The Contracting Officer will determine the price to be fair and reasonable prior to award, using methods such as comparison with proposed prices, IGCE, historical data, or market survey results.

• The solicitation is planned as an unrestricted competition.

• The use of the specified Allen-Bradley controller is justified to reduce project risk and avoid costly hardware conversions, as matching the existing system enhances reliability and reduces costs.

• The J&A itself is approved under 10 U.S.C. 3204(a)(1) and FAR 6.103-1 (DEVIATION 2026-00017).

Amendment / Modification

This amendment (0007) to solicitation N40085-26-R-0005 modifies the contract for DESIGN-BID-BUILD (DBB) P1112 B72 RESILIENCY IMPROVEMENTS at PORTSMOUTH NAVAL SHIPYARD (PNSY), KITTERY, MAINE.

Key changes include:

• Extension of the proposal due date from May 28, 2026, to June 4, 2026, at 2:00 PM EDT.

• Incorporation of responses to PPIs (additional responses are forthcoming).

• Inclusion of a Justification for Other than Full and Open Competition (J&A) for Controllers.

• Updates and revisions to drawings.

• The PPI cutoff date of April 23, 2026, at 2:00 PM EDT remains unchanged.

• Section 00 00 00 - Procurement and Contracting Requirements: The Response Due Date has been updated.

• Various sections and details related to structural elements, CMU infills, framing, and foundations have been clarified or revised through PPI responses and drawing updates.

• The proposal due date has been extended to June 4, 2026.

• Bidders should review the incorporated PPI responses and updated drawings for any impact on their proposals.

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

This document specifies requirements for plastic windows, focusing on performance, materials, fabrication, and installation.

• Materials: Specifies requirements for PVC, reinforcing members, fasteners, hardware, weatherstripping, anchors, glass, glazing, caulking, sealing, adhesives, insect screening, and accessories.

• Window Types: Details requirements for various window types including Awning, Casement, Hung, Horizontal Sliding, Projected, Fixed, and Dual Action (Tilt/Turn) windows.

• Performance: Outlines thermal performance requirements, including U-Factor and Solar Heat Gain Coefficient (SHGC) based on climate zones, and mandates Energy Star labeling for residential systems.

• Fabrication: Covers subframes, mullions, transom bars, combination windows, frames, sash, hardware, weatherstripping, screens, color, fasteners, and accessories.

• Installation: Requires installation in accordance with manufacturer's instructions, ensuring proper alignment, sealing, and protection.

• Thermal Performance: Specific U-Factor and SHGC values are required based on ASHRAE climate zones (e.g., U-Factor of 0.40 or less for Southern Climate Zone 1/2, SHGC of 0.25 or less).

• Energy Star: Residential glazed systems must be Energy Star labeled.

• Fenestration Standards: Compliance with AAMA/WDMA/CSA 101/I.S.2/A440 and NFRC standards is required.

• Design Pressure: Subframes, mullions, and transom bars must meet specified design pressures (e.g., 15, 20, 40 psf).

Not explicitly detailed in this section, but implied to be for a specific project site.

• Submittals: Requires government approval for submittals marked 'G' or 'S', including shop drawings, product data (e.g., Energy Star labels, hardware), samples, and test reports.
• Quality Assurance: Windows must bear certification labels and meet specified standards.
• Delivery, Storage, and Handling: Windows must be delivered and stored in an undamaged condition, protected from the elements.
• Protection: Finished surfaces must be protected during shipping and handling.
• Material Identification: Plastic products require specific polymeric information.
• Antiterrorism: For windows requiring antiterrorism provisions, design must comply with UFC 4-010-01.

Specification / Technical Document

This document details the technical specifications for an overhead electric traveling bridge crane system. It outlines the requirements for design, materials, fabrication, testing, and installation of a top-running, single-girder bridge crane with an underhung trolley.

• Crane Type: Top-running, single-girder overhead electric traveling (OET) crane.
• Capacity: 7.5-ton rated capacity.
• Hoist: 7.5-ton capacity wire rope hoist, two-speed (19/3.2 FPM), conforming to ASME HST-4 Duty Class H4 minimum.
• Drives: Dual bridge drives and variable frequency drive (VFD) controls for smooth acceleration/deceleration.
• Controls: Pendant controlled, 480-volt AC, 60 Hz, three-phase power.
• Standards: Conformance to CMAA Class C minimum service requirements, ASME HST-4, AGMA, NEMA, NFPA, OSHA, and other relevant industry standards.
• Materials: Standard products from manufacturers with at least 10 years of experience; structural steel, no castings permitted for supporting members.
• Safety: Compliance with ASME B30 series, OSHA regulations, and specific safety features like overload protection and emergency stops.
• Testing: Extensive shop and field testing, including no-load tests, load tests (rated and overload), loss of power tests, and decibel readings.
• Documentation: Submittals include shop drawings, product data, design calculations, test reports, certifications, and operation/maintenance manuals.

This document provides detailed technical specifications that bidders must meet to propose a compliant crane system. It outlines performance requirements, material standards, safety features, and testing protocols. Understanding these specifications is crucial for accurate bidding and proposal development.

Amendment / Modification

This amendment (0006) to Solicitation N40085-26-R-0005 modifies the original solicitation as follows:

• Proposal Due Date Extension: The proposal due date has been extended from May 21, 2026, 2:00 PM EDT to May 28, 2026, 2:00 PM EDT. The PPI cutoff date of April 23, 2026, 2:00 PM EDT remains unchanged.

• Specification Revisions: Updates have been made to the specifications, including revisions to section 05 50 13 (paragraphs 2.9 and 2.10) regarding aluminum sheets for hatches and covers, and the deletion of a specific technical representative requirement in section 21 13 13 (paragraph 3.6.4).

• PPI Responses: Responses to Pre-Proposal Inquiries (PPIs) are incorporated. Additional PPI responses are expected in future amendments.

• Specifications: 05 50 13 (paragraphs 2.9, 2.10), 21 13 13 (paragraph 3.6.4).

• Procurement and Contracting Requirements (Section 00 00 00) - Response Due Date.

The primary impact for bidders is the extension of the proposal due date. Bidders should review the incorporated specification revisions and PPI responses to ensure their proposals reflect the latest requirements.

Amendment / Modification

This amendment (0005) to solicitation N4008526R0005 incorporates the following:

• Specification Revisions: Updates have been made to specification sections, including revisions to the End Suction pump schedule (Section 43 2113.16, Part 1.3.C), details regarding buried meter vaults (Drawing D-601), antiscalent and sulfuric acid chemical feed systems (Drawing D-606), and the sample discharge system (Drawing D-502).
• Drawing Updates: Revisions and clarifications have been provided for various drawings, including D-601, D-602, D-102, D-301, D-401, D-502, D-606, D-607, AD101, A-000, A-003, C-102, C-503, EP102, and MD-102/MP400. These updates address items such as manhole dimensions, pump tag identification, pedestal demolition, acoustic insulation, buried meter vaults, chemical feed systems, sample sump tanks, cooling tower pumps, fence post installation, and pig launchers.
• PPI Responses: Responses to Preliminary Proposal Inquiries (PPIs) are included, addressing numerous questions related to specifications, drawings, materials, and installation requirements. Additional PPI responses are expected in future amendments.

Numerous specification sections and drawings are affected by this amendment. Key areas include pump schedules, chemical feed systems, meter vaults, discharge systems, and various piping and structural elements.

The proposal due date of 21 May 2026 at 2:00 PM EDT remains unchanged. Bidders are reminded to acknowledge receipt of this amendment and to incorporate any changes into their proposals.

Other / Unclassified

This document is a Navy Region Mid-Atlantic Instruction (COMNAVREGMIDLANTINST 11320.11B) dated September 5, 2018, titled "FIRE PREVENTION AND PROTECTION REGULATIONS." It establishes fire prevention and protection regulations for the Commander, Navy Region Mid-Atlantic (CNRMA) Area of Responsibility (AOR) to minimize loss of life and property due to fire. The instruction references numerous other regulations, codes, and standards, including UFC, NFPA, IBC, ASME, DoDI, CFR, SECNAVINST, and OPNAVINST.

While this document is not a solicitation, RFP, SOW, or amendment, it provides critical information regarding the regulatory environment for fire safety and prevention within the CNRMA AOR. Bidders or contractors operating within this region, particularly those involved in construction, renovation, or any activity on Navy installations within the AOR, must be aware of and comply with these extensive fire safety regulations. Understanding these requirements is essential for ensuring compliance, safety, and successful execution of contracts within the specified area. The document details responsibilities, general fire safety requirements, means of egress, construction/renovation reviews, fire protection systems, occupancy classifications, hazardous processes, flammable and combustible liquids, heating appliances, special operations, waterfront fire regulations, aircraft fire regulations, and fire protection for ships undergoing availabilities in shipyards. It also includes appendices with a Risk Assessment Code (RAC) Matrix, Fire Bill format, Stairway Marking Sign format, Truss Building Identifying Emblems, System Out of Service sign format, NFPA 704 Label example, and a District Fire Chief/Fire Inspector Telephone Directory.

Specification

This document, SECTION 26 56 00 EXTERIOR LIGHTING, outlines the specifications for exterior lighting systems. It details the references, definitions, submittals, quality assurance requirements, standard products, warranties, and execution procedures for the installation of these systems.

• References: Lists numerous standards and publications from organizations such as ASTM, IES, IEEE, NEMA, NFPA, and UL that must be adhered to.

• Definitions: Provides definitions for terms like "Useful Life" (L70) and "Luminaire Efficacy" (LE) for LED light sources and luminaires.

• Submittals: Requires government approval for specific submittals including shop drawings (luminaire drawings, sequence of operation), product data (luminaires, light sources, LED drivers, warranties, controls), design data (luminaire design data, photometric plan), test reports (LM-79, LM-80, TM-21), and operation and maintenance data.

• Quality Assurance: Mandates that all data, drawings, and reports use terminology and classifications from the IES Lighting Library and ANSI/IES RP-8. Specific requirements for luminaire drawings, design data, test reports, and test laboratories are detailed.

• Standard Products: Specifies that materials and equipment must be products of manufacturers regularly engaged in their production and have a minimum of six months of satisfactory commercial or industrial use.

• Warranty: Requires a minimum five-year replacement warranty for luminaires (material, finish, workmanship) and lighting controls. Specific coverage details for LED drivers, light sources, and system components are outlined.

• Installation: Details the installation of luminaires, LED drivers, and lighting controls (photosensors), including grounding requirements.

• Testing: Includes field quality control tests, such as initial operational tests and lighting control verification tests.

• Closeout Activities: Requires on-site training for owner's personnel on operation and maintenance, including maintenance staff training and end-user training.

• Luminaires: Must comply with UL 1598, NEMA C82.77-10, UL 8750, ANSI/IES LM-79, ANSI/IES LM-80, and ANSI/IES TM-21. Key requirements include minimum L70 lumen maintenance of 50,000 hours, specific efficacy values, non-corrosive housing materials, and compliance with BUG ratings.

• LED Light Sources: Must emit white light with a CCT of 4000K or greater, a CRI of 70, and be RoHS compliant. Color consistency must be within a 4-step McAdam ellipse.

• LED Drivers: Must be electronic, UL Class 1 or Class 2, constant-current type, meet minimum efficacy values, have a power factor of 0.90 or greater, and a maximum THD of 20 percent. They must also be rated for 50,000 hours of operation and meet IEEE C62.41.2 "Elevated" surge requirements.

• Lighting Controls: Specify a passive control system with exclusively photosensor control methods. Photosensors must be hermetically sealed, rated for 100 watts minimum, 120 volts, and have specific ON/OFF footcandle thresholds. They must be designed to fail ON and have a 20-year service life.

This specification is highly detailed and technical, focusing on the performance, testing, and compliance of exterior lighting components and systems.

Form / Attachment / Pricing Sheet

This document is a revised Price Proposal Form (Attachment H) that requires bidders to provide line-item pricing for the base contract and eleven potential option items related to the Project P-1112 B72 Resiliency Improvements. Bidders must provide a firm fixed price for all CLINs.

• Base Price (CLIN 0001): Covers the entire work for Project P-1112 B72 Resiliency Improvements, including the construction of a desalination plant (400,000 GPD capacity) housed in Building 72, with a new pump station in Building 242. This also includes subtotals for hazardous material handling in various rooms (0001A-0001C), specific room work (0001D-0001F), structural work (0001G-0001K), process instrumentation (0001L), fire protection (0001M), spare parts (0001N), maintenance workshop installation (0001O), and intake/B242 piping (0001P).
• Option Items (CLINs 0002-0012): Include work such as cooling tower permeate supply, piping material substitution, abandoning saltwater tunnels, re-routing storm drainage, post-construction follow-on services, temporary auxiliary saltwater system, stair installation/demolition, brick repointing, bridge crane installation, and accessory structure design/construction.
• Total Price: Bidders must provide a total price for CLINs 0001-0012.

This form is critical for bidders to detail their proposed costs for the base requirement and all potential option items. Failure to enter a price for any CLIN will result in proposal rejection. The government will evaluate offers by adding option prices to the base price. Additional bonding is required if options are exercised. Bidders must ensure all work specified in the drawings and specifications is included in their proposed prices.

Amendment / Modification

This amendment (0004) to Solicitation N4008526R0005 modifies the original solicitation with several key changes:

• Proposal Due Date Extension: The proposal due date has been extended from May 14, 2026, to May 21, 2026, at 2:00 PM EDT. The PPI cutoff date of April 23, 2026, remains unchanged.
• Specification/Drawing Revisions: Revisions have been made to specifications and drawings. Specific details of these revisions are listed in the document, covering various aspects of the project including piping, equipment, and details.
• Responses to PPIs: Responses to Pre-Proposal Inquiries (PPIs) are provided. Additional PPI responses are expected in future amendments.
• Revised Attachment H: The Price Proposal Form (Attachment H) has been revised and is available on SAM.gov.

Numerous sections, drawings, and attachments have been revised or clarified. Key areas include:

• Drawings: Revisions to drawings C-102, C-108, A-402, A-403, A-500, GC100, FA101, M-102, D-101, D-102, D-103, D-106, D-405, D-414, D-415, D-505, D-607, E-002, E-101, E-102, EP101, EP109, EP601, EP701, S-122, H-102, V-104, C-105, D-110, D-111, D-606, D-601, DI-601, FA101, CG101, CG102, D-112, and others.
• Specifications: Numerous specification sections have been revised, clarified, or added, including sections related to procurement, contracting requirements, special inspections, equipment, materials, and testing.
• Attachments: Attachment H (Price Proposal Form) has been revised.

The primary impact on bidders is the extended proposal due date. Bidders should review all revised specifications, drawings, and the updated Price Proposal Form to ensure their proposals accurately reflect the latest requirements.

Form / Attachment / Pricing Sheet

This document, "V-104 Archaeology Area Outlined," is a plan view drawing that outlines specific areas of archaeological interest and historical features related to the Portsmouth Naval Shipyard. It serves as an attachment to provide visual context for potential environmental or construction activities.

• Archaeological and Historical Areas: Delineates former locations of historical quay walls, building footprints, and underground battery acid discharge storage tanks.
• Installation Restoration (IR) Sites: Identifies areas designated for the Installation Restoration Program, including soil limits.
• General Sheet Notes: Provides important contextual information, including:
  • Work may be located within environmental, natural historic, or archaeological resource areas.
  • Requirements for managing excavated materials according to the shipyard's Standard Operating Procedure.
  • Specific handling and disposal requirements for excavated material from IR areas, prohibiting reuse within IR sites.
• Plan View: A graphical representation of the site with a scale of 1" = 20'.

This drawing is crucial for bidders to understand the geographical context of the opportunity, particularly concerning potential archaeological or historical constraints. It highlights areas where specific environmental protocols and material management procedures must be followed, directly impacting planning, execution, and cost considerations for any work performed within these zones.

Form / Attachment / Pricing Sheet

This document is a "Schedule of Special Inspections" for UFGS 01 45 35, revised for the 2024 IBC. It outlines the required special inspections for various construction elements to ensure compliance with building codes and standards.

The document details specific inspection tasks for:

• Structural Steel (Welding, Bolting, Nondestructive Testing, Seismic Provisions, Composite Construction, Other Inspections, Cold-Formed Metal Deck)
• Structural Concrete Construction
• Masonry Construction
• Wood Construction (Specialty Items, Seismic & Wind)
• Structural Isolation and Energy Dissipation Systems
• Geotechnical (Soils, Driven Deep Foundation Elements, Helical Pile Foundations, Cast-in-Place Concrete Deep Foundation Elements)
• Fire Protection (Sprayed Fire-Resistant Materials, Intumescent Fire-Resistive Materials, Fire-Resistant Penetrations and Joints, Smoke Control)
• Sealant – Sealing of Mass Timber
• Architectural (Exterior Insulation and Finish Systems, Architectural Components)
• Plumbing, Mechanical/Electrical – Designated Seismic Systems

Each section lists specific tasks, the required inspection type (Periodic, Continuous, Perform, Observe, Document), and relevant codes or standards (e.g., IBC, AISC, AWS, ASTM, SDI, ASCE, UFC, TMS, ACI).

This document is critical for bidders as it defines the quality assurance and inspection requirements for the construction project. Understanding these requirements is essential for:

• Accurately estimating the scope and cost of work.
• Ensuring compliance with all applicable building codes and standards.
• Planning for necessary inspections and documentation.
• Identifying potential risks and complexities related to special inspections.

Forms / Attachments / Pricing Sheets

This document contains four attachments providing detailed technical specifications for chemical feed pumps, venting requirements for polyethylene tanks, chemical tank specifications, and tank accessories. These attachments are intended to provide bidders with specific technical data necessary for understanding the project's requirements related to chemical handling and storage systems.

• Attachment #1: Table 1 Chemical Feed Pumps: Lists various chemical feed pumps, including their tag, name, concentration, manufacturer, model number, flow rate, head, horsepower, speed, and electrical specifications.
• Attachment #2: Venting Requirements for Polyethylene Tanks: Outlines the venting requirements based on tank size, vent length, and whether the fill is mechanical or pneumatic. It also details requirements for emergency pressure relief covers and scrubber applications.
• Attachment #3: Table 2 Chemical Tanks: Provides specifications for chemical tanks, including tag, name, concentration, style, size, dimensions, and details on ladder, linear PE, liner, vent, manway, PRV, and return line connections.
• Attachment #4: Table 3 Tank Accessories: Details accessories for various tanks, including overflow tank size, outlet, overflow, inlet, fill, gaskets, metals, manufacturer, and insulation/heating specifications.

These attachments are crucial for bidders to understand the specific equipment and system requirements for chemical feed pumps, tanks, and associated venting and accessories. This information will directly impact proposal preparation, material selection, and cost estimation for any work involving these systems.

Form / Attachment / Pricing Sheet

This document, "PPI 91 - Sheet 7 of 226 - H-101.pdf", appears to be a hazardous material plan, specifically focusing on the "B72 EXISTING FLOOR PLAN" and associated analytical results for various materials. It details sampling and testing for RCRA Metals, Hexavalent Chromium, PCBs, and Asbestos-Containing Materials within the Saltwater Room and Maintenance Room of the P-1112 Power Plan Resiliency Improvements project at Portsmouth Naval Shipyard.

• RCRA Metals Analytical Results: Lists concentrations of Cadmium, Chromium, and Lead found in various building materials (brick, concrete, beam, insulation).
• Hexavalent Chromium Analytical Results: Provides total Cr6+ content for samples taken from brick and concrete.
• PCB Sampling Results: Details total PCB content in various materials including brick, concrete, coatings, crane rail, and doorframe.
• Asbestos Containing Material Bulk Sample Results: Indicates whether asbestos was detected in wall paint, floor leveler, debris, pipe insulation, pipe wrap, caulk, brick mortar, and foundation mastic.
• Floor Plan: Includes an "EXISTING FLOOR PLAN" (Sheet A B72) showing the layout of the Saltwater Room and Maintenance Room, with callouts for sampling locations.

This document is crucial for bidders to understand the presence and levels of hazardous materials within the project area. This information will directly impact demolition, renovation, and disposal procedures, influencing safety protocols, waste management plans, and overall project costs. Bidders must review these findings to accurately assess the scope of work and potential risks associated with hazardous material handling and abatement.

Form / Attachment / Pricing Sheet

This document provides detailed technical drawings and specifications for two types of control valves: a Modulating Control Valve and an Open-Close Control Valve. It serves as a reference for the physical configuration and connection details of these components.

• Modulating Control Valve: Includes Plan and Elevation views, detailing 1/4" N.P.T. signal pressure connection, 1/4" N.P.T. supply pressure connection.
• Open-Close Control Valve: Includes Plan and Elevation views, detailing 3/8" N.P.T. exhaust, 1/4" N.P.T. supply, and 1/2" conduit connections.

This attachment is crucial for bidders to understand the specific hardware requirements for the opportunity. It details the types of control valves, their configurations, and connection sizes, which will impact procurement, installation, and integration efforts. Bidders should use this information to ensure their proposed solutions meet the specified technical requirements for these components.

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

This document outlines the specifications and requirements for road and parking lot pavement markings.

• Surface preparation, including cleaning and paint removal.

• Application of reflective and non-reflective pavement striping and markings.

• Use of specified materials, including paints and reflective media.

• Pavement surface must be clean, dry, and within specified temperature limits before marking application.

• Wet film thickness and reflectivity of markings must meet specified standards.

• Dimensional tolerances for marking elements are defined.

Not explicitly stated in this section, but implies work on roads and parking lots.

• Adherence to numerous industry standards (AASHTO, ASTM, SAE, etc.) for materials and testing.
• Specific equipment requirements for surface preparation and marking application.
• Detailed submittal requirements, including quality control plans, product data, samples, test reports, and certificates.
• Strict quality control and testing procedures, including test sections for surface preparation, wet film thickness, and reflectivity.
• Cleanup and waste disposal requirements.

Form / Attachment / Pricing Sheet

This document contains architectural and engineering drawings related to Bid Option 13: Accessory Structure for the P-1112 B72 Resiliency Improvements project at Portsmouth Naval Shipyard. It details the design and specifications for a new accessory structure.

• Site Plan: Shows the location of the new accessory structure relative to Building 242.
• Elevations and Sections: Provides views of the structure's exterior and interior, including dimensions, materials (painted insulated metal panels, concrete foundation), and roof slope.
• Door Schedule: Details the types, materials, and specifications for doors, including a double personnel door and an overhead coiling door.
• Wall Sections and Details: Illustrates the construction of the exterior walls, roof, and foundation, including insulation requirements and fire ratings.
• Electrical Details: Outlines requirements for lighting and HVAC within the new structure, including circuit breaker specifications and the installation of new LED flood lights.
• Summary of Major Changes: Notes revisions such as the relocation of the accessory structure, changes to door types, and the elimination of a roll-up door.

This document is critical for bidders to understand the physical scope, design, materials, and specific requirements for constructing the accessory structure. It provides the detailed plans necessary for accurate bidding and execution of this portion of the project.

Form / Attachment / Pricing Sheet

This document, titled "A-500 - WALL SECTIONS," provides detailed architectural drawings of various wall sections and a termination bar detail. It is intended to illustrate specific construction methods and assemblies relevant to the project.

• Wall Sections (A-E): Detailed cross-sections of different wall types, including materials, insulation, structural components, and ratings (e.g., fire resistance). Specific sections are labeled for "WALL SECTION A" through "WALL SECTION E."
• Detail - Termination Bar (F): A close-up view of a termination bar assembly, indicating its application and integration.
• Notes: Includes general notes regarding girt spacing and the requirement for a continuous air vapor barrier.
• References: Mentions specific drawings (e.g., A-501, A-502, A-503, A-301) and structural drawings for slab details.

This document is crucial for bidders to understand the specific construction materials, assemblies, and details required for the project. It informs the scope of work related to building envelope construction, insulation, fireproofing, and vapor barrier installation. Bidders should review these details to accurately estimate costs and ensure compliance with the specified construction standards.

Amendment / Modification

This amendment (0003) to Solicitation N4008526R0005 extends the proposal due date and revises specific sections of the solicitation.

Key changes include:

• Proposal Due Date Extension: The proposal due date has been extended from April 30, 2026, to May 14, 2026, at 2:00 PM EDT.

• Revisions to Instructions to Offerors:

  • Section 3, "Evaluation Factors for Award," specifically Factor 1, "Corporate Experience," has been revised.
  • Section 4.3, "Pre-Proposal Inquiries (PPIs)," has been revised.

• Section 00 00 00 - Procurement and Contracting Requirements (specifically the Response Due Date)

• Section 00 21 00 - Instructions (specifically INSTRUCTIONS TO OFFERORS, Section 3 - EVALUATION FACTORS FOR AWARD, and Section 4.3 - PRE-PROPOSAL INQUIRIES (PPIs))

• The proposal submission deadline has been extended to May 14, 2026.

• Offerors should review the revised sections related to Corporate Experience and Pre-Proposal Inquiries to ensure their proposals are compliant.

Other / Unclassified

This document is a Site Visit Log for Solicitation/Contract/Task Order No. N4008526R0005, Project Title: P-1112 B72 Resiliency Improvement. It records the attendance of individuals from various companies at a site visit for Area B72 on March 19, 2026, starting at 0900.

This log is relevant to potential bidders as it indicates which companies and individuals attended the site visit. This information can be useful for understanding the level of interest in the opportunity and potentially for networking or identifying potential partners or competitors. The log also confirms key dates for the solicitation: RFI/PPI Due Date is March 31, 2026, and Proposal Due Date is April 14, 2026.

Amendment / Modification

This amendment (0002) to solicitation N40085-26-R-0005 modifies the following:

• Proposal Due Date Extended: The proposal due date has been extended from April 14, 2026, 2:00 PM EDT to April 30, 2026, 2:00 PM EDT.

• Site-Visit Log: The amendment incorporates the Site-Visit Log, which has been posted on SAM.gov.

• NAICS Code Change: The NAICS code has been updated from 237110 to 236210.

• Section 00 00 00 - Procurement and Contracting Requirements

• Response Due Date

• NAICS Code

The proposal submission deadline has been extended to April 30, 2026. Bidders should note the change in the NAICS code.

Amendment / Modification

This amendment (0001) to Solicitation N4008526R0005 incorporates the following changes:

• NAICS Code Update: The Solicitation is updated to reflect NAICS Code 236210 - Industrial Building Construction.

• Site Visit Instructions Update: Section 4.1, "Site Visit," has been updated.

• Section 4.1 - Site Visit

• The proposal due date of April 14, 2026, at 2:00 PM EDT has not been extended.

• The amendment is issued to incorporate the changes listed above.

Form / Attachment / Pricing Sheet

This document is a Price Schedule form that bidders must complete to provide line-item pricing for the base requirement and various option items associated with Project P-1112 B72 Resiliency Improvements. It details the specific components and tasks for which pricing is required.

• Base Price (0001): Covers the total price for the primary work, including the construction of a desalination plant (400,000 GPD) housed in Building 72, supplied from a new pump station in Building 242, as per drawings and specifications. This includes subtotals for hazardous material handling in specific rooms (B72 Pump Room S, B242, B72 Room C) and various work categories like architectural, structural, electrical, and mechanical features within different areas.
• Option Items (0002-0012): Includes pricing for potential additional work such as cooling tower permeate supply, piping material substitution, abandoning saltwater tunnels, re-routing storm drainage, post-construction follow-on services, temporary systems, and structural/mechanical installations (stairs, bridge cranes, accessory structures).
• General Bid Notes: Stipulates that award will be based on the total sum of CLINs 0001-0012. The government has 180 days to exercise options. Offers may be rejected if materially unbalanced. Additional bonding is required if options are exercised. Failure to price any CLIN will result in proposal rejection.

Bidders must accurately complete all blank underlines with firm fixed prices for each CLIN. This form is critical for proposal preparation and evaluation, as the total price of CLINs 0001-0012 will be used for award determination. Understanding the scope of each CLIN, especially the distinction between base and option items, is essential for submitting a compliant and competitive bid.

Form / Attachment / Pricing Sheet

This document is a PDF form named 'DBIDS 5512 Form.pdf'. The content of the form is not displayed, but it is likely a required form for bidders to complete as part of the solicitation process.

As the content of the form is not visible, specific key elements cannot be detailed. However, forms typically require specific data entry related to the solicitation's requirements.

Bidders will need to download and complete this form accurately to ensure their proposal meets the submission requirements. Failure to properly complete and submit this form may impact the evaluation of their bid.

Form / Attachment / Pricing Sheet

This document is Attachment A, the Pre-Proposal Inquiry (PPI) Submission Form. It is provided for potential bidders to submit questions regarding the solicitation.

• The form includes fields for 'Submitted By', 'Date Submitted', 'Reference' (with sub-fields for Page, Section, Paragraph), and 'Question'.
• A section is designated for 'LEAVE BLANK', indicating internal government use.

Bidders should use this form to submit any questions they have about the solicitation (N4008526R0005) for the P1112 B72 Resiliency Improvements project at Portsmouth Naval Shipyard. This ensures questions are formally recorded and can be addressed by the government.

Form / Attachment / Pricing Sheet

This document is the DBIDS Access Request Form (NAVSHIPYD PTSMH 5500) used to request access to the Portsmouth Naval Shipyard. It is required for personnel needing access for a specific contract or project.

• Access Requested For: Full Name, Title, Phone Number.
• Company Name: Corporate legal name, address, phone number, local POC, email, and phone.
• DBIDS Information: Indicates if the company is the primary contractor or a subcontractor.
• Personnel Information: Whether personnel are foreign nationals.
• Access Details: Specifies the facility (Portsmouth Naval Shipyard) and the required timeframe (e.g., 0600-1800, 24 Hours) and days (All Week, M-F only, Weekends Only).
• Sponsor Information: Must be Shipyard Personnel, including Sponsor Name, Organization, Title, Phone Number, and Email Address.
• Contract/Project Information: Contract or project number and access expiration date.

Bidders involved in the "P-1112 B72 Resiliency Improvements PRE PROPOSAL SITE VISIT" or similar projects at Portsmouth Naval Shipyard will need to complete this form to obtain necessary access for their personnel. The form requires detailed information about the company, the individuals requesting access, and a sponsor within the shipyard. It also specifies the required access times and days. This form is critical for site visits or pre-award activities requiring physical presence at the shipyard.

Amendment / Modification

This memorandum provides clarifications and corrections for the P-1112 amendment list, intended to inform bidders.

Key updates include:

• Price Proposal Form Correction: Clarification on the ordering of Cost Line Item Numbers (CLINs), Sub-Line Item Numbers (SLINs), and Bid Option numbers. A table details the correct CLIN/SLINs and their corresponding descriptions for the base price and various subtotals (e.g., hazardous material sampling, structural work, electrical, site civil, fire protection, maintenance workshop).

• Option Item Clarifications: Details provided for several option items, including North and South Cooling Tower Permeate Supply, Piping Material Substitution, B72 To Berth 5 Saltwater Tunnel, B72 To Manhole/Structure S-61 Saltwater Tunnel, and storm drainage re-routing.

• Drawing Updates and Corrections: Numerous specific instructions are provided for updating and correcting various drawings (D-102, C-101, C-502, C-503, C-504, C-102, C-105, AD-101, S-102, C-301, S-302, D-112, DD-101, EP-109, EP-108, A-501, MP-102, M-103, AD-102, SD-103, A-101, D-101, MP-101, D-301).

  • These include removing irrelevant details, correcting keynote references, updating descriptions, clarifying scope, and specifying installation methods.
  • Specific attention is given to tunnel conditions (sediment, flowable fill) and the placement of a new electrical junction box.

• Specification Updates: Amendments to specific sections of specifications, including Polypropylene Pressure Piping (Section 23 21 13), Pump Room A Structural Wetwell Plan, and Pump Room A Process Floor Plan.

• Scope Clarifications: Red lines on Drawing D-102 indicate new in-scope vs. out-of-scope work. Specific components like PP-B242D, XFMR-APD242D, and AP-B242D are confirmed as included.

• Phased Construction Notes: Requirements for the B72 workshop and B242 accessory structure completion prior to other work.

• Price Proposal Form (CLINs/SLINs/Bid Options)

• Drawings (D-102, C-101, C-502, C-503, C-504, C-102, C-105, AD-101, S-102, C-301, S-302, D-112, DD-101, EP-109, EP-108, A-501, MP-102, M-103, AD-102, SD-103, A-101, D-101, MP-101, D-301)

• Specifications (23 21 13 Polypropylene Pressure Piping, Spec 46 64 30)

• Contract scope and phasing requirements.

Bidders must review all listed changes to ensure their proposals accurately reflect the corrected and clarified requirements, including pricing, scope, and technical details as presented in the updated drawings and specifications. Failure to incorporate these changes may impact proposal accuracy and evaluation.

Other / Unclassified

This document comprises a Submittal Register and detailed specifications for the "B72 Resiliency Improvement" project. The Submittal Register lists all contractually required submittals, organized by specification section and description, including reviewer, classification, and submission/review dates. The specifications cover a wide range of construction materials, systems, and components. Key areas include:

• General Requirements: Division 01.
• Materials & Finishes: Metal ratings, sheet metal work, spray-applied fireproofing, firestopping (including for conduit penetrations), painting, chain link fences and gates.
• Earthwork & Structural: Earthwork (soil management, fill types), drilled micropiles, hot-mix bituminous base course, bituminous tack and prime coats.
• Piping Systems: Polypropylene piping, high-density polyethylene (HDPE) pipe, valves/piping/equipment in valve manholes, welding process piping.
• Mechanical & Electrical: Hydronic pumps, HVAC air distribution, interior lighting, communications cabling, adjustable speed drives (ASD) systems, underground electrical distribution, secondary unit substations, apparatus inspection and testing.
• Process & Water Treatment: Process control systems, temporary ASW pump station, Brackish Water Reverse Osmosis (BWRO) unit, Seawater Reverse Osmosis (SWRO) unit, immersed membrane filtration systems (UF/RO).
• Quality Control: Field quality control for fire alarm and emergency communication systems, including pre-government and final testing.

This document is highly relevant for bidders. The Submittal Register provides a clear overview of all documentation required throughout the project, enabling bidders to understand the scope of required submittals and plan accordingly. The detailed specifications outline the precise materials, methods, quality standards, and testing protocols for numerous construction elements and systems. Bidders must consult the relevant specification sections to ensure their proposals and execution plans meet all contractual requirements for areas such as earthwork, structural components, piping, electrical systems, process control, specialized equipment (pumps, cranes, filtration units), and quality assurance.

Form / Attachment / Pricing Sheet

This document is a template for an Individual Small Business Subcontracting Plan (SBSP), designed for use by large businesses (other than small businesses) submitting offers or proposals. It aligns with FAR 19.704 and FAR clause 52.219-9. Bidders must complete this plan to detail their subcontracting goals and strategies for utilizing small businesses.

• Contract Information: Requires Solicitation or Contract Number, Title of Project and Location, and Date Prepared.
• Subcontracting Goals: Requires detailed percentage and dollar goals for subcontracting to Large Businesses (LB) and various categories of Small Businesses (SB), including HUBZone SB, WOSB, SDB, VOSB, SDVOSB, AbilityOne, and Alaskan Native Corporations & Indian Tribes. Goals are to be broken down by contract period (base and options).
• Products/Services: Requires identification of principal products and services planned for subcontracting to different business categories, with space for firm commitments.
• Methodology: Requires explanation of how subcontracting goals were developed and how potential sources were identified (including reliance on SAM.gov).
• Program Administration: Requires identification of the employee responsible for administering the subcontracting program and a description of their duties.
• Reporting: Outlines requirements for submitting Individual Subcontract Reports (ISR) and Summary Subcontract Reports (SSR) via the Electronic Subcontracting Reporting System (eSRS).
• Record Keeping: Specifies the types of records contractors must maintain to document compliance.

Large business bidders must complete and submit this template as part of their proposal. It requires bidders to outline their commitment to subcontracting with small businesses, including specific goals and strategies. Failure to provide adequate information may lead to delays or rejection of a bid. The plan details how bidders will identify, solicit, and report on subcontracting activities with various small business categories.

Form / Attachment / Pricing Sheet

This document, Attachment F - Small Business Participation Commitment Document (SBPCD), is a mandatory form for all offerors (both large and small businesses) responding to solicitation N40085-26-R-0005. It is used to provide supporting information for the evaluation of Factor 5, Small Business Utilization and Participation. This is the sole form that will be evaluated for determining the offeror's small business participation commitment; alternative formats will not be considered.

• Offeror Information: Requires identification of the prime contractor's business size (Large Business or Small Business) based on the solicitation's NAICS code. Small businesses must also indicate applicable socioeconomic categories (SDB, WOSB, EDWOSB, HUBZone SB, VOSB, SDVOSB).
• Subcontracting Breakdown: Requires the total contract value (TCV), the value of work to be self-performed by the prime, and the total value of work to be subcontracted.
• Small Business Participation Table: Offerors must detail the dollar value and percentage of the TCV to be subcontracted to various small business categories, including Total Small Business (SB), Small Disadvantaged Business (SDB), Woman-Owned Small Business (WOSB), HUBZone Small Business (HUBZone), Veteran-Owned Small Business (VOSB), and Service-Disabled Veteran-Owned Small Business (SDVOSB). The minimum total small business subcontracting requirement is 20%. Explanations are required if this minimum is not met.
• Firm Commitments Table: Offerors should identify specific Small Businesses (SBs) with whom firm commitments are in place. A firm commitment is defined as a written agreement (e.g., teaming, joint venture, mentor-protégé, signed letter of commitment). If no firm commitments are in place, a detailed explanation is required.
• Explanation/Rationale: Sections are provided for detailed explanations if the minimum small business participation is not met, if subcontractors with firm commitments are not identified, or if a large business offeror does not intend to subcontract.

This form is critical for proposal evaluation. Bidders must accurately complete all sections to demonstrate their commitment to small business utilization. Failure to meet the minimum 20% small business participation or provide required explanations may impact the evaluation of Factor 5. Ensure all commitments are documented in writing as per the instructions.

Form / Attachment / Pricing Sheet

This document, Attachment E, is a mandatory form for ALL offerors (both large and small businesses) to complete. It serves to provide supporting information for the evaluation of Factor 5, Small Business Utilization and Participation. It requires offerors to document their historical small business utilization and achievements for each project submitted under Factor 1, Corporate Experience.

• Project Details: For each project submitted under Factor 1, offerors must detail the contract number, project title, their business size, their role (prime, subcontractor, JV member), and whether a subcontracting plan was required.
• Actual vs. Goal Columns: Offerors must complete the "ACTUAL" column for all projects, detailing dollar values and percentages subcontracted to various business categories. The "GOAL" column is to be completed only if applicable, entering established goals.
• Subcontracting Breakdown: Specific categories include Small Business Concerns (overall), Large Business Concerns, Small Disadvantaged Business Concerns (SDB), Women-Owned Small Business Concerns (WOSB), HUBZone Small Business Concerns, Veteran-Owned Small Business Concerns (VOSB), and Service-Disabled Veteran-Owned Small Business Concerns (SDVOSB).
• Unmet Goals/No Achievement: Specific sections are provided for detailed explanations if goals were unmet or if there was zero small business subcontracting achievement.
• Definitions: Key terms like Total Project Dollar Value, Total Self-Performed Value, and Total Subcontract Value are defined.

Accurate and complete submission of this form is crucial for the evaluation of Factor 5. Offerors must adhere strictly to the provided format; alternative formats or addendums will not be evaluated. Rounding percentages to the nearest tenth is required. Failure to complete the form as instructed may result in non-evaluation of this critical factor.

Form / Attachment / Pricing Sheet

This document is the NAVFAC/USACE Past Performance Questionnaire (Form PPQ-0). It is designed to collect feedback from clients regarding a contractor's past performance on a specific contract. Offerors are required to have this questionnaire completed by their clients and submit it with their proposals.

• Contractor Information: Fields for firm name, CAGE code, address, entity identifier, contact information, and details about the work performed (prime/subcontractor, percentage of work).
• Contract Information: Details about the specific contract, including number, type, title, location, award and completion dates, original and final prices, and any differences.
• Project Description: A section for the client to describe the project and its relevance to the current opportunity.
• Client Information: Fields for client name, title, contact information, and their role in the project.
• Performance Ratings: A detailed section where the client rates the contractor's performance across various categories including Quality, Schedule/Timeliness, Customer Satisfaction, Management/Personnel/Labor, Cost/Financial Management, Safety/Security, and General aspects. Ratings use an adjective scale (Exceptional, Very Good, Satisfactory, Marginal, Unsatisfactory, Not Applicable).
• Remarks: A space for clients to provide additional narrative comments, specific strengths, weaknesses, or deficiencies.

This questionnaire is crucial for bidders as it directly impacts the Past Performance evaluation factor. Bidders must ensure they provide this form to their clients in a timely manner and that the completed form accurately reflects their performance. The ratings and comments provided by the client will be used by the government to assess the bidder's ability to successfully perform the current contract. Offerors should also be aware that the government reserves the right to verify any information provided on this form.

Form / Attachment / Pricing Sheet

This document is Attachment C, the Construction Experience Project Data Sheet. It is designed for offerors to provide detailed information about their past construction projects to demonstrate relevant experience.

• Project Identification: Allows selection of a specific project number (CON #1-5) and specifies if the experience is for the Offeror, Joint-Venture, or Other.
• Firm Information: Requires Offeror's Firm Name, Address, Phone Number, UEI Number, and Point of Contact details.
• Role in Project: Specifies whether the firm acted as Prime Contractor, Subcontractor, or Joint Venture, including the percentage of work performed and prime contractor details if applicable.
• Contract Details: Includes Contract Number, Delivery/Task Order Number, Title, and Location of the project.
• Dates: Requires Award Date and Completion Date.
• Type of Work: Categorizes the project as New Construction, Renovation, Repair, Alteration, or Other.
• Contract Type: Specifies if the contract was Firm-Fixed Price, Cost/Time and Material, or Other, and for construction projects, whether it was Design-Build, Design-Bid-Build, Delivery/Task Order (IDIQ), or Other.
• Project Description: Requires a detailed description of the construction project, its relevancy to the RFP, unique features, square footage, construction methods, and any sustainable features or certifications. For Design-Build, a description of the design effort is also required.
• Self-Performed Work: A section to detail the work the firm self-performed.
• Other Information: A general section for additional relevant details.

Bidders must complete this form for each relevant project they wish to present as evidence of their construction experience. The information provided here will be used to assess the bidder's qualifications and capability to perform the work described in the solicitation. Careful and detailed completion is crucial for demonstrating suitability for the opportunity.

Form / Attachment / Pricing Sheet

This document is the "Procurement Integrated Enterprise Environment (PIEE) Vendor Registration Guide." It provides step-by-step instructions for vendors to register for a PIEE user account and add roles, specifically for the PIEE Solicitation Module. This is essential for vendors who need to submit offers or view solicitations.

• New User Registration: Covers self-registration for a PIEE account, including creating a User ID, password, security questions, and completing user profile, supervisor, and company information.
• Role Assignment: Details how to select and add roles such as "Proposal Manager" (required to submit offers) or "Proposal View Only" for the PIEE Solicitation Module. This involves entering a CAGE Code.
• Existing User Role Addition: Instructions for current users to add additional roles to their existing PIEE account.
• Account Support & Technical Support: Provides contact information and links for assistance with registration, account management, and technical issues.
• Roles and Actions/Functions Matrix: Outlines the specific actions available to each vendor role (Proposal Manager, Proposal View Only).

This guide is critical for any vendor intending to respond to solicitations posted on the PIEE platform. It ensures vendors can properly register, obtain the necessary access (Proposal Manager role), and navigate the system to submit their offers. Failure to follow these instructions may prevent a vendor from participating in the solicitation process.

Solicitation / RFP / RFQ

This solicitation is for a Design-Bid-Build (DBB) project, P1112 B72 Resiliency Improvements, at the Portsmouth Naval Shipyard (PNSY) in Kittery, Maine. The project aims to provide a desalination facility with a non-potable process water production capacity of 400,000 gallons per day. The produced water will be pumped to an existing condensate receiver tank (base bid) and interconnected with existing cooling towers (bid option). The acquisition is being conducted as unrestricted for full and open competition.

• Design and construction of a desalination facility.

• Production capacity of 400,000 gallons per day.

• Pumping produced water to existing condensate receiver tank.

• Interconnection with existing south and north cooling towers piping (bid option).

• Work must be completed within 900 calendar days after award.

• Contract Type: Firm-Fixed Price (FFP) Construction Contract.

• Estimated Magnitude of Construction: Between $25,000,000 and $100,000,000.

• NAICS Code: 237110.

• Size Standard: $45,000,000.

• Defense Priorities Allocation System (DPAS) Priority Rating: DO-C2.

• Proposals will be evaluated based on price and the following non-cost/price factors: Corporate Experience, Management Approach and Schedule, Safety, Past Performance, and Small Business Utilization and Participation.

• The tradeoff process will be used, considering both price and other factors for best value.

• Proposals must be submitted electronically via PIEE.

• Key Deadlines:

  • Site Visit: March 19, 2026, at 0900 EDT.
  • Proposal Submission Deadline: April 14, 2026, by 02:00 PM local time.

• Offerors must submit a bid bond (SF-24) in the amount of 20% of the total project bid price or $3M, whichever is less.

• This acquisition is unrestricted for full and open competition.

• Small business participation is a key evaluation factor, with a minimum requirement of 20% of the total contract value.

• All correspondence regarding this solicitation should be directed via email to James Godwin at james.a.godwin41.civ@us.navy.mil.

• A site visit is scheduled for March 19, 2026. Specific instructions for access and attendance are provided.

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

Form / Attachment / Pricing Sheet

This document is a "Contractor Information Form" intended for potential bidders to provide their general company information. It is a single-page form designed to gather essential details about the firm.

• Unique Entity Identifier (UEI)
• CAGE Code
• Firm Name
• Address
• Point of Contact (POC) Name, Phone Number, and Email
• Type of Business (with checkboxes for various SBA certifications and small business categories)
• Bonding Capacity (Surety Name, Maximum bonding capacity per project, Aggregate maximum bonding capacity)
• A space for additional clarifying information.

Bidders are required to complete and submit this form as part of their response. It helps the government assess the contractor's basic qualifications, business status, and capacity, particularly concerning bonding requirements. The information provided here may influence eligibility or evaluation for the opportunity.

Form / Attachment / Pricing Sheet

This document provides technical data and specifications for the PanelView Plus 7 Standard Terminals. It serves as a reference for understanding the capabilities, dimensions, environmental specifications, and certifications of these operator interface devices.

• Catalog Numbers: Lists various catalog numbers for the PanelView Plus 7 Standard terminals.
• Summary of Changes: Highlights updates made to the document, such as updated certifications and added firmware information.
• Overview: Describes the PanelView Plus 7 Standard terminals as operator interface devices that monitor and control devices connected to ControlLogix and CompactLogix controllers via an EtherNet/IP network.
• Features: Details key features including controller connectivity, screen and alarm limits, software compatibility (FactoryTalk View Machine Edition), operating system (Windows CE), communication protocols (Ethernet), PDF viewer, and available screen sizes (4-in. to 15-in., including widescreen options).
• Environmental Specifications: Provides operating and non-operating temperature ranges, relative humidity, heat dissipation, altitude, vibration, and shock ratings.
• Certifications: Lists various certifications such as IECEx, CCC, cULus, ATEX, INMETRO, CE, UKCA, RCM, EAC, RoHS, and KCC.
• Technical Specifications: Details attributes like operator input type, display type and size, viewing area, resolution, aspect ratio, brightness, backlight life, touch screen specifications, battery backup, memory, storage, USB ports, and Ethernet ports for different terminal sizes.
• HMI Software: Explains the configuration and runtime software (FactoryTalk View Studio and Machine Edition) and mentions FactoryTalk ViewPoint for remote monitoring.
• Product Dimensions: Provides detailed dimensions (height, width, depth) for various terminal sizes.
• Additional Resources: Lists related documentation such as the User Manual and Wiring and Grounding Guidelines, and provides a link to the product certifications website.

This document is crucial for bidders to understand the technical capabilities and physical characteristics of the PanelView Plus 7 Standard Terminals. It helps in determining if the specified hardware meets the project's requirements, assessing compatibility with existing systems, and planning for installation and environmental conditions. The detailed specifications aid in accurate product selection and proposal development.

Form / Attachment / Pricing Sheet

This document, "Attachment 2A - Technical Information.pdf", provides detailed technical specifications and data for CompactLogix Controllers, specifically Bulletins 1769 and 1768. It serves as a reference for potential bidders to understand the capabilities and specifications of these controllers.

• Controller Specifications: Detailed information on various CompactLogix controller models, including CompactLogix 5370, Armor CompactLogix, 1769 Packaged and Modular Controllers, and 1768 Controllers.
• Technical Data: Includes specifications on memory usage, communication ports (Ethernet/IP, DeviceNet, ControlNet), controller connections, embedded I/O modules, integrated motion capabilities, programming languages, and certifications (UL, CE, RCM, IECEx, ATEX, etc.).
• Environmental Specifications: Details on operating and storage temperatures, humidity, vibration, shock, emissions, and immunity.
• Dimensions and Spacing: Provides physical dimensions and minimum spacing requirements for installation.
• Accessories: Information on compatible memory cards, batteries, and terminal kits.

This document is crucial for bidders to:

• Determine the technical suitability of the controllers for their specific application requirements.
• Understand the communication capabilities and integration possibilities with other systems.
• Assess environmental operating conditions and physical installation constraints.
• Identify necessary accessories for full functionality.