NSN, Q-58 DCS Restoration

Questions & Answers / Clarifications

This document contains responses to pre-proposal inquiries regarding the Q-58 Data Concentrator Shed Restoration, NSN, Norfolk, VA opportunity.

• Ladder Material: All steel ladder components are to be hot-dip galvanized. References to stainless steel will be removed from the scope of work and drawings.
• Spudding Location: An attachment with the ideal spudding location (East of DCS) will be provided in a design revision. Further discussion will occur at the pre-con meeting.
• Roof Photos: Photos of the Q58 shed roof condition will be provided via DOD SAFE.
• Debris and Guano Removal: Assume 5 cubic yards for base bid cleanup. CLIN 0001AC is for an additional 3 cubic yards.
• Lead Paint: Item 12a regarding lead paint removal will be removed from the EXSOW. Assume surfaces do not contain lead; lead encountered will be a changed condition.
• Work Stoppage/Escort Costs: Items 12b (work stoppage) and 12d (additional steel) will be removed from the EXSOW. Bidders should only bid on CLINs in the bid schedule. Escort costs are not expected.
• Steel Bollard Cleaning: Verbiage regarding steel bollard cleaning will be removed from the SOW.
• Rubrail Fender: EPDM rubber material can be used for the rubrail wing-type fender; submit product data for approval.
• Clip Angle Dimensions: Use 4" long L3x3x3/8 clip angles. A detail will be provided in a forthcoming design revision.
• ASTM Specifications: Use ASTM specifications on page 6 of the SOW (A307 grade A for bolts, A563 for nuts, F844 for washers).
• Handrail Demolition: Include demolition of 20 LF of existing handrail in pricing for CLIN 0001AF. The handrail is to be hot-dipped galvanized.
• Site Visit Discrepancies: NAVFAC does not concur that substantial differences discovered during field investigations should be considered a changed condition; bids should be based on drawings.
• Barge Use: Barges are assumed to be permitted at the job site throughout construction. Exact location and details will be coordinated at the pre-con meeting.
• Division 01 Specifications: Missing Division 01 specifications will be provided as part of a forthcoming design revision.
• Roof Photos: Photos of the DCS roof will be provided via the contract specialist.
• W6x12 vs W6x20 Beams: W6x20 is the correct beam size; bullet 7 will be updated in a forthcoming design revision.
• Upper Steel Platform: Base bid does not include work at the upper steel platform; CLINs may be exercised if needed.
• DCS Shell Cleaning/Painting: Base bid includes cleaning of debris from the exterior DCS structure. Painting of the exterior shell is not included in the base bid but may be captured by CLIN 0001AD.

Several items will be removed from the Executable SOW and drawings in forthcoming design revisions. Bidders should rely on the CLINs provided in the bid schedule. Key details regarding materials, dimensions, and scope are clarified, impacting how bids should be prepared.

Form / Attachment / Pricing Sheet

This attachment provides a guide to acceptable contractor spud down areas for a barge during construction. Further coordination with the NAVFAC Construction Manager is expected at the preconstruction meeting post-award.

• The document includes two diagrams illustrating potential spud barge locations.
• The upper diagram shows "WP13" and "WP14" with "SENSOR CABLES" and "HOME RUN CABLE" indicated, along with specific coordinate points (HR 001-005, SC 001-003).
• The lower diagram provides a more detailed view of the area, highlighting "Spud barge location" and referencing "SHEET D-004 FOR COORDINATES". It also shows existing cable paths.
• Notes provide details on sounding methods, coordinate systems (UTM North Zone 18), sounding reference (MLLW), and cable location methods.

This attachment is crucial for bidders to understand the designated areas for spud barge operations, which is a key logistical and operational consideration for the construction phase of the opportunity.

Amendment / Modification

This document, Design Revision 1, dated April 17, 2026, details revisions to the "Data Concentrator Shed Restoration" project in response to Pre-Proposal Inquiries.

Key changes include:

• Executable Scope of Work (EXSOW) Revisions:
  • Page 2: Removed references to separate CLINs (12a, 12b, 12c, 12d) in Contractor Requirements part 12.
  • Page 4: Revised the "Docking platform and Fender Frame" bullet 7 to specify "(8) W6x20 beams" and welding details.
  • Page 5: Removed the "Steel bollard cleaning description" and directed reference to page 4.
  • Page 6: Revised specifications to replace ASTM A307 grade A bolts with ASTM A325 type 1 high strength bolts and ASTM F844 washers, removing all references to stainless steel.
• Drawing Revisions:
  • Drawing No. 12,937,904 (S-001): Updated "STRUCTURAL STEEL NOTES" to remove stainless steel references and specify ASTM A325 type 1 bolts. Updated "STEEL DECK NOTES" to add "HOT DIPPED GALVANIZED PER ASTM A653, G90". Updated "FIXED METAL LADDER NOTES" to add "LADDER COMPONENTS MUST BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123."
  • Drawing No. 12,937,905 (S-101): Revised Section B3 – SMALL VESSEL DOCK to add a detail reference for channel connection.
  • Drawing No. 12,937,906 (S-102): Added verbiage to KEYNOTE 8 regarding the assumption of 5 cubic yards for cleanup.
  • Drawing No. 12,937,907 (S-301): Added verbiage to KEYNOTE 2 for "HOT DIPPED GALVANZIED" and KEYNOTE 10 for "5/16" FILLET WELDED". Added Detail D3 - CHANNEL CONNECTION.
• Specification Revisions:
  • Added Division 01 - GENERAL REQUIREMENTS specifications, including "LIST OF DRAWINGS," "SUMMARY OF WORK," "WORK RESTRICTIONS," "PRICE AND PAYMENT PROCEDURES," "ADMINISTRATIVE REQUIREMENTS," "ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM (eCMS)," "COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)," "SUBMITTAL PROCEDURES," "SPECIAL PROJECT PROCEDURES," "GOVERNMENTAL SAFETY REQUIREMENTS," "SOURCES FOR REFERENCE PUBLICATIONS," "QUALITY CONTROL," "SPECIAL INSPECTIONS," "TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS," "TEMPORARY ENVIRONMENTAL CONTROLS," "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL," and "CLOSEOUT SUBMITTALS."
• Attachment Revisions:
  • Added "Attachment 1 Spud Barge Location."

• Executable Scope of Work (Pages 2, 4, 5, 6)
• Drawings (Sheet Nos. S-001, S-101, S-102, S-301)
• Specifications (Division 01 - GENERAL REQUIREMENTS)
• Attachments (Attachment 1)

This revision incorporates changes based on pre-proposal inquiries, potentially impacting how bidders prepare their proposals, particularly regarding material specifications (bolts, galvanization) and scope details. Bidders should review these changes carefully to ensure their proposals accurately reflect the revised requirements.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) issued by the U.S. Department of Labor, Wage and Hour Division. It specifies the prevailing wage rates and fringe benefits for various construction-related job classifications in Norfolk, Virginia, for building construction projects (excluding single-family homes or apartments up to four stories).

• General Decision Number: VA20260160, dated 01/30/2026.
• Geographic Area: Norfolk County, Virginia (Independent City of Norfolk).
• Project Type: Building Construction Projects.
• Classifications and Rates: Lists specific trades (e.g., Asbestos Worker, Boilermaker, Electrician, Plumber, Carpenter, Laborer, Operator) with their corresponding hourly wage rates and fringe benefits.
• Paid Holidays and Vacations: Details specific holidays and vacation accrual policies for certain classifications (e.g., Elevator Mechanic).
• Executive Orders: References Executive Order (EO) 13706 regarding Paid Sick Leave for Federal Contractors and EO 13658 regarding minimum wage for federal contractors.
• Appeals Process: Outlines the process for appealing wage determinations.

Bidders responding to solicitations that require adherence to Davis-Bacon Act prevailing wage rates must use this document to determine the minimum wages and benefits to be paid to laborers and mechanics employed on the covered construction work. This information is crucial for accurate cost estimation and proposal development.

Specifications

This document contains the specifications for the Q-58 Data Concentrator Shed Restoration project at Naval Station Norfolk, Virginia. It includes design revision 1 additions, issued on April 17, 2026.

• Division 00 - Procurement and Contracting Requirements: Includes a list of drawings.

• Division 01 - General Requirements: Covers a broad range of administrative and procedural requirements, including:

  • Summary of Work and Work Restrictions
  • Price and Payment Procedures
  • Administrative Requirements
  • Submittal Procedures
  • Governmental Safety Requirements
  • Quality Control
  • Temporary Construction Facilities and Controls
  • Temporary Environmental Controls
  • Construction Waste Management and Disposal
  • Closeout Submittals

• Division 02 - Existing Conditions: Includes Demolition.

• Submittals: Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for Contractor Quality Control approval.

• Work Restrictions: Special scheduling requirements are detailed, including facility readiness before work starts, coordination with existing operations, and permission needed for utility service interruptions.

• Installation Access: Requires participation in the Defense Biometrics Identification System (DBIDS) or obtaining One-Day Passes.

• Safety: Adherence to EM 385-1-1 and other applicable safety regulations is mandatory.

• Environmental Controls: Requirements for waste management, hazardous materials, and pollution prevention are outlined.

• Quality Control: A comprehensive Quality Control (QC) program is required, including a QC Plan, meetings, and three phases of control (Preparatory, Initial, and Follow-Up).

• Special Inspections: Specific inspections are required for structural steel, concrete, masonry, wood construction, and other building systems, as detailed in the Schedule of Special Inspections.

• Waste Management: A minimum diversion of 60 percent by weight of construction waste and demolition debris/waste from landfills or incinerators is required.

• Closeout Submittals: Includes requirements for As-Built Drawings, Warranty Management Plan, and Final Construction Waste Diversion Report.

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

This document outlines the structural restoration work required for the Q-58 Data Concentrator Shed located at Naval Station Norfolk, Virginia.

• Cleaning and recoating of existing structural steel components, including pipe piles, pile cap beams, upper and lower steel beams, and steel conduits.

• Demolition of the existing steel ladder and associated hardware, followed by the installation of a code-compliant ladder with a fall arrest system and swing gate.

• Demolition and removal of two existing 4" diameter bollards.

• Installation of two new 4" diameter steel bollards on the docking platform.

• Demolition of existing foam-filled fenders and attachment hardware.

• Cleaning of existing C12 steel channels used as fender supports and recoating them.

• Installation of new beams, channels, angles, and grating for an extended fender-landing system.

• Installation of four foam rubrail wing-type fenders.

• Verification of existing steel surfaces and welds for acceptability using ultrasonic testing after removing loose corroded material. Section loss exceeding 10% requires re-evaluation.

• All structural steel must conform to AISC standards.

• Welds must comply with AWS D1.1.

• Steel deck grating must be capable of supporting 150 PSF over a 5-ft span.

• Fenders must have a minimum outside diameter of 8".

• The project is located at Naval Station Norfolk, Virginia.

• The drawings are dated 01/30/2026, with a design revision dated 04/17/2026.

• Compliance with safety precautions and regulations is the contractor's responsibility.

• Disposition of demolished materials must adhere to all applicable federal, state, and local regulations.

• Shop drawings must be submitted for review by the General Contractor prior to fabrication.

• Special inspections will be required in accordance with the IBC and the "Schedule of Special Inspections."

• Design criteria include ASCE 7-22, IBC 2024, IBC Existing Building Code 2024, UFC 1-200-01, UFC 3-301-01, and SDI SD-2022.

• Live loads for design include handrail systems (200 LBS), concentrated loads (50 PLF), and metal decks (150 PSF).

• Fall arrest systems and ladders must comply with the 2024 Department of the Navy Fall Protection Guide and OSHA standards.

• Cleaning of the rooftop surface of the DCS shell to remove hazardous waste (bird guano) is required, with disposal in accordance with federal and local guidance. Assume 5 cubic yards for bidding purposes.

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

This document outlines the scope of work for the restoration of the Q-58 Data Concentrator Shed (DCS) at Naval Station Norfolk, Virginia. The DCS is a steel structure supported on four steel pipe piles, used during degaussing range operations.

• Restoration of structural elements of the DCS.

• Includes steel pile, beam, shell cleaning and recoating, fender replacement, and ladder repair.

• Repair of any structures damaged during construction or demolition to match adjacent materials.

• Demolition and removal of existing bollards and fender system.

• Installation of new bollards, a docking platform, and a fender system.

• Replacement of the existing steel ladder with a new one including a fall arrest system and swing gates.

• All repairs and new installations must be in accordance with manufacturer's instructions and specifications.

• Welds must comply with AWS D1.1.

• Paint and finishing must match existing surfaces and comply with specified coating systems.

• Hazardous waste must be disposed of in accordance with environmental regulations.

• Work is to be performed at Naval Station Norfolk, Virginia.

• The document does not explicitly state the period of performance, but references a "Revised per Design Revision 1: 04/17/2026" date.

• Contractors must perform a thorough site visit before bidding.

• Adherence to EM-385 and OSHA safety regulations is required.

• Use of access man lifts and fall protection devices is anticipated.

• Hazardous waste must be managed and disposed of properly.

• Submittals include manufacturer's drawings, certifications, warranty documents, and a safety plan.

• Work schedule must be coordinated with the Contracting Officer and government inspector.

• Coordination for laydown areas and material transfer (e.g., via barge) is necessary due to the remote location.

• Ultrasonic testing is required for certain structural components.

• Specific material specifications are provided for steel, bolts, nuts, washers, and paint.

• Climbing ladder must meet Navy Fall Protection Guide requirements.

• Quality Control Submittals include product data, color samples, welder qualifications, shop drawings, and safety plans.

Other / Unclassified

This document is a sign-in sheet for a site visit related to Project WF MACC ML-C00082, "Q-58 DATA CONCENTRATOR SHED RESTORATION." The site visit took place on March 19, 2026, at PWD Norfolk. The sheet lists attendees from various organizations, including NAVFAC MID-ATLANTIC, Marine Solutions, Duyon Mat Services, WF Man, OCS, MSE, AEC, Ballard Marine Const, and Secaward Marine Corp. It includes their names, organizations, positions, phone numbers, and email addresses.

This document is relevant to potential bidders as it indicates which companies and individuals attended the site visit. This can provide insight into the level of interest in the opportunity and potentially identify key personnel or competitors. The listed contact information may also be useful for follow-up questions or networking, although direct solicitation is not advised.

Amendment / Modification

This amendment (0002) to solicitation N4008526R0105 modifies the original solicitation as follows:

• Provides the Q-58 Data Concentrator Shed Restoration site visit log from March 19, 2026.

• Provides ATTACHMENT G - General Decision Number VA 20260160 1.30.2026.

• Includes Government responses to Pre-Proposal Inquiry (PPI) questions (#1 - 55) for the Q-58 Data Concentrator Shed Restoration.

• Provides Design Revision 1, which includes revised drawings, SOW, specs, and an attachment of the Spud Barge Location.

• Photos related to the PPI responses and Design Revision 1 will be provided to MACC holders via a DoD Safe link.

• Changes the proposal due date to April 24, 2026, at 1400.

• Extends the proposal acceptance period to 160 days.

• The proposal due date and acceptance period have been modified.

• New attachments and revised documents (Drawings, SOW, Specs) have been added.

• The proposal submission deadline has been extended to April 24, 2026, at 1400.

• Offerors must acknowledge these changes and ensure their proposals reflect the updated information and deadlines.

Amendment / Modification

This amendment (0001) to solicitation N4008526R0105 modifies the original solicitation dated 4 March 2026.

Specifically, the purpose of this amendment is to update the Site Visit time.

• Site Visit time

• The Site Visit time has been updated to 19 March 2026 at 1000 EDT.

Solicitation / RFP / RFQ

This solicitation is for the Q-58 Data Concentrator Shed Restoration at Naval Station Norfolk, Virginia. It is an Indefinite Delivery/Indefinite Quantity (IDIQ) Multiple Award Construction Contract (MACC) task order for Design-Build (DB) or Design-Bid-Build (DBB) waterfront construction projects in the Hampton Roads area. The specific task order involves restoring the structural elements of the Data Concentrator Shed (DCS), including steel pile, beam, shell cleaning and recoating, fender replacement, and ladder repair. Avian waste and paint removal are also required before recoating. A laydown area may be necessary.

• Restoration of structural elements of the DCS.

• Steel pile, beam, shell cleaning and recoating.

• Fender replacement.

• Ladder repair.

• Removal of avian waste and paint.

• Potential need for a laydown area.

• Contract Type: IDIQ MACC Task Order.

• Estimated Budget Amount or Price Range: $1,000,000 to $5,000,000.

• NAICS Code: 237990 - Commercial and Institutional Building Construction.

• Period of Performance: 360 calendar days from task order award.

• Liquidated Damages: $372.00 per calendar day of delay.

• Proposal Submission: Electronic submission via PIEE Solicitation Module is required. Hard copy submissions are also permitted up to three calendar days after the electronic due date.

• Proposal Due Date: Thursday, 9 April 2026, no later than 1400 EDT.

• Evaluation Criteria: Award will be made on a best value basis, with the primary evaluation factor being LOWEST PRICE. The government will evaluate price using various techniques to ensure fairness and reasonableness.

• Proposal Acceptance Period: 120 days from receipt of offers.

• This solicitation is for MACC contract holders only.

• The document does not specify any small business or special eligibility requirements beyond being a MACC awardee.

• All terms and conditions of the existing MACC contracts apply.

• Amendments will be posted on SAM.gov and PIEE.eb.mil.

• Specifications, drawings, and other attachments are posted on SAM.gov and PIEE.eb.mil.

• A site visit is scheduled for Thursday, 19 March 2026, at 14:00 EDT.

• Pre-Proposal Inquiries (PPIs) are due by 26 March 2026.

• Offerors are advised that funding may not become available, and no reimbursement for proposal costs will be provided.

Form / Attachment / Pricing Sheet

This document contains "As-Built" drawings for the Magnetic Silencing Facility, Type III Degaussing Range at Norfolk Naval Station, Norfolk, Virginia. These drawings detail the facility's construction and systems as they were completed.

• Mechanical Plans: Ceiling and floor plans, sections, details, and schedules for HVAC systems.
• Structural Plans: Roof framing, floor framing, and details for the Data Concentrator Shed (DCS).
• Electrical Plans: Site plans, trench profiles, and details for electrical systems, including grounding and lightning protection.
• Sensor and Cable Details: Plans and details for sensor tubes, cable paths, and composite cable terminations.
• System Diagrams: Wiring diagrams, one-line diagrams, and alarm supervisory circuits.

These "As-Built" drawings provide critical information for any contractor involved in the maintenance, repair, modification, or future construction related to the Magnetic Silencing Facility. They serve as the definitive record of the facility's current state, including all installed systems, dimensions, and configurations. Bidders should review these drawings to understand the existing infrastructure and any potential constraints or requirements for their scope of work.

Form / Attachment / Pricing Sheet

This document is an inspection report for the Q58 Data Concentrator Shed at Naval Station Norfolk. It details the condition of various components of the structure, including the substructure (pile foundations, pile caps), superstructure (beams, girders, columns), mooring and berthing systems (fender framing, bollards), and appurtenances (safety ladders).

• Facility Usage: Steel structure used during degaussing range operations, supported on four steel pipe piles with bollards and a fender system.
• Inspection Date: March 5, 2019.
• Condition Index (CI): Overall CI is 75 (Satisfactory).
• Estimated Repair Cost: $129,920.
• Summary of Repair Recommendations: Cleaning and recoating of steel assets above Mean Low Water (MLW).
• Impact to Mission: No immediate impact, but continued corrosion could lead to loss of steel sections.
• Component-Specific Findings & Recommendations: Detailed condition assessments and repair recommendations for pile foundations, pile caps, beams, girders, columns, fender framing, bollards, and safety ladders.
• Supporting Photos: Visual documentation of the condition of various components.
• Drawings: Includes a plan and elevation view of the structure.

This report provides critical information for potential bidders regarding the current condition of the Q58 Data Concentrator Shed. It outlines the specific areas requiring repair (primarily coating failure and corrosion) and provides estimated costs for these repairs. Bidders can use this information to understand the scope of potential work, assess the complexity of the project, and develop accurate proposals for any related maintenance or repair solicitations.

Form / Attachment / Pricing Sheet

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This document does not contain substantive information related to the opportunity. It appears to be a technical message related to PDF rendering. Bidders should disregard this document and refer to other provided attachments for relevant information.

Form / Attachment / Pricing Sheet

This document contains structural drawings and notes related to the Q-58 Data Concentrator Shed Restoration project at Naval Station Norfolk, Virginia. It provides detailed information for bidders on the structural requirements, scope of work, materials, and design criteria.

• General Structural Notes: Outlines contractor responsibilities, site verification, safety precautions, and material standards.
• General Structural Scope of Work: Details specific tasks including cleaning and recoating of steel piles and beams, demolition and replacement of ladders and bollards, and modifications to the docking platform and fender system.
• Structural Steel Notes: Specifies requirements for structural steel materials, welding, and fabrication.
• Steel Deck Notes: Defines standards for steel deck and grating.
• Fixed Metal Ladder Notes: Outlines requirements for ladder construction, materials, and safety features, including fall arrest systems.
• Design Criteria Notes: Lists applicable building codes and standards (ASCE 7-22, IBC 2024, UFC 1-200-01, etc.) and specifies design loads.
• Structural Abbreviations and Plan Legend: Provides definitions for common abbreviations and symbols used in the drawings.
• Detailed Drawings: Includes plans and elevations of the platform, roof, small vessel dock, south elevation, and specific details like bollard connections and security cages.

This document is critical for bidders to understand the full scope of structural work required for the restoration project. It details the materials to be used, the specific tasks involved in demolition and new construction, and the performance and safety standards that must be met. Bidders must carefully review these drawings and notes to accurately estimate costs and timelines, and to ensure their proposals meet all technical specifications.

Form / Attachment / Pricing Sheet

This document is a vendor registration guide for the Procurement Integrated Enterprise Environment (PIEE) platform, an enterprise-level service for the Department of Defense (DoD). It provides step-by-step instructions for new and existing vendors to register for a PIEE user account and to add specific roles, such as Proposal Manager or Proposal View Only, which are necessary for interacting with solicitations posted on the platform.

• New User Registration: Instructions cover self-registration, including creating a User ID, password, and security questions, completing user profile and company information, and selecting roles (e.g., Proposal Manager).
• Existing User Role Addition: Steps for users who already have a PIEE account to add additional roles.
• Roles and Functions: Details on available vendor roles (Proposal Manager, Proposal View Only) and the actions associated with each role, such as submitting offers or viewing solicitations.
• Support Information: Contact details and links for getting started, account support, and technical support.

This guide is crucial for any vendor intending to respond to solicitations managed through the PIEE platform. It outlines the necessary steps to gain access and the required roles to submit proposals or view solicitation details. Bidders must complete this registration process to participate in opportunities posted on PIEE.

Form / Attachment / Pricing Sheet

This document, titled "STATEMENT OF SPECIAL INSPECTIONS," outlines the required inspections for the Q-58 DCS Restoration project at Naval Station Norfolk, VA. It details the specific tasks, inspection types, and descriptions for various construction elements to ensure compliance with building codes and standards.

• Project Information: Includes project name, location, project number (1673784), and date (12/30/2025).
• Seismic and Risk Categories: Specifies Seismic Design Category B and Risk Category I.
• Lateral Force Resisting System (LFRS): Lists critical elements of the wind/seismic force-resisting system, including vertical and horizontal components, with references to "EXSOW and Drawings."
• Designated Seismic Systems (DSS): Details inspection requirements for electrical, mechanical/plumbing, and other DSS components.
• Schedule of Special Inspections: A comprehensive breakdown of inspection requirements for various construction disciplines, including:
  • Structural Steel (Welding, Bolting, Cold-Formed Metal Deck, Composite Construction, etc.)
  • Structural Concrete Construction
  • Masonry Construction
  • Wood Construction (Seismic & Wind)
  • 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
• Inspection Definitions: Defines "PERFORM," "OBSERVE," "DOCUMENT," "PERIODIC," and "CONTINUOUS" inspection types.

This document is crucial for any bidder involved in the construction of the Q-58 DCS Restoration project. It clearly defines the quality assurance and special inspection requirements that must be adhered to throughout the construction process. Bidders must understand these requirements to accurately estimate costs, plan their work, and ensure compliance with all specified inspection protocols. Failure to comply with these special inspections can lead to delays, rework, and potential contract issues.

Form / Attachment / Pricing Sheet

This document provides supplementary instructions to offerors, specifically detailing the Contract Line Items (CLINs) and the structure for pricing the "Q-58 Data Concentrator Shed Restoration" opportunity. It outlines the base price and additive bid options, guiding bidders on how to provide their pricing.

• CLIN 0001AA (BASE PRICE): Covers the entire work as per the executable scope, excluding work described in CLINs 0001AB through 0001AF.
• Additive Bid Options (CLINs 0001AB - 0001AF): These are for additional, unidentified work that will only be performed at the Contracting Officer's direction. A Deductive Modification will be issued if quantities are not utilized.
  • CLIN 0001AB: Additional unidentified power tool cleaning of steel surfaces.
  • CLIN 0001AC: Additional unidentified collection and disposal of debris and guano.
  • CLIN 0001AD: Additional unidentified application of commercial grade primer and paint.
  • CLIN 0001AE: Additional unidentified 1/4" fillet welding of steel.
  • CLIN 0001AF: Additional unidentified 42" tall, 1.5" diameter schedule 40 steel pipe handrail system.
• General Bid Notes: Clarifies that award will be based on the total sum of CLINs 0001AA through 0001AF. It specifies how unit prices and extended totals should be entered and how discrepancies will be handled. It also warns that materially unbalanced offers may be rejected.

This document is critical for bidders to understand the pricing structure of the opportunity. It details the specific components of the base work and the optional additive work, including the units of measure and quantities for each. Bidders must use this information to accurately complete the Price Proposal Form and submit a compliant and competitive offer. Special attention should be paid to the instructions regarding unit prices, extended totals, and the potential for deductive modifications for additive options.

Forms / Attachments / Pricing Sheets

This document contains several FAR and DFARS clauses and provisions that are relevant to potential bidders. These clauses outline specific requirements and representations related to waste reduction, sustainable products and services, security prohibitions, cyber incident reporting, duty-free entry, and prohibitions on procurements from the Xinjiang Uyghur Autonomous Region and regarding Russian fossil fuel business operations.

• FAR 52.223-10 Waste Reduction Program: Requires contractors to establish a waste reduction program.
• FAR 52.223-23 Sustainable Products and Services: Mandates the purchase and use of sustainable products and services.
• FAR 52.240-90 Security Prohibitions and Exclusions Representations and Certifications: Requires representations and certifications regarding business operations in Sudan and Iran, and the use of certain telecommunications equipment.
• FAR 52.240-91 Security Prohibitions and Exclusions: Details prohibitions on specific equipment and services, including those from Huawei, ZTE, Hytera, Hikvision, and Dahua, as well as Kaspersky Lab products and certain unmanned aircraft systems.
• DFARS 252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting: Outlines requirements for protecting covered defense information and reporting cyber incidents.
• DFARS 252.225-7013 Duty-Free Entry: Addresses the process for claiming duty-free entry for eligible products and components.
• DFARS 252.225-7059 Prohibition on Certain Procurements from the Xinjiang Uyghur Autonomous Region – Representation: Requires representation that forced labor from the Xinjiang Uyghur Autonomous Region will not be used.
• DFARS 252.225-7966 Prohibition Regarding Russian Fossil Fuel Business Operations – Representation: Requires representation regarding fossil fuel business operations with entities connected to the Russian Federation.

Potential bidders must review these clauses and provisions carefully to understand their obligations and ensure their proposals and future contract performance comply with these requirements. This includes making necessary representations, certifications, and implementing specific security and operational protocols. Failure to comply may impact eligibility or contract award.

Form / Attachment / Pricing Sheet

This document is the "Pre-Proposal Inquiry Submission Form" for Solicitation N4008524R2863, related to the "Chambers Field Install Runway 28 ILS Infrastructure, NSN, Norfolk, VA" opportunity. It is provided for potential bidders to submit questions regarding the solicitation.

• The form includes fields for "Submitted By," "Date Submitted," "Reference," and "Question."
• There are also columns for "Page," "Section," and "Paragraph" to help bidders specify the exact location of their inquiry within the solicitation documents.
• The "LEAVE BLANK" notation indicates fields that are not to be filled out by the bidder.

Bidders must use this form to submit any questions they have about the solicitation requirements, specifications, or any other aspect of the opportunity. This ensures that all inquiries are formally recorded and can be addressed by the government, potentially leading to clarifications or amendments that will affect the bidding process.

Form / Attachment / Pricing Sheet

This document is a bathymetric condition survey for the Norfolk Deperming Station Q58 Tower in Norfolk, VA, conducted in October 2023. It provides detailed depth soundings relative to the NOAA Mean Lower Low Water (MLLW) datum.

• Depth soundings are presented in feet and color-coded according to depth ranges (from < 6.00 ft to >= 30.00 ft).
• The survey was conducted using Class 1 hydrographic survey methods with a RESON T50 and/or T20 multi-beam sonar system.
• Horizontal positions were obtained via APPLANIX POS/MV GPS with MRU, utilizing Network RTK and/or POSPAC PPK corrections.
• Horizontal datum is the Virginia State Plane Coordinate System, Zone 4502, U.S. Survey Feet (NAD83).
• Survey data was processed using HYPACK/HYSWEEP software.
• The document includes a map showing the survey area, which is located near the edge of the Norfolk Harbor Channel.

This bathymetric data is crucial for any bidder involved in dredging, construction, or any activity requiring knowledge of underwater topography and depths within the specified survey area. It provides essential information for site assessment, planning, and execution of work related to the Norfolk Deperming Station.

Form / Attachment / Pricing Sheet

This document is a form for acknowledging amendments to a solicitation. It requires offerors to list the amendment numbers and dates they have received and acknowledged.

• A table with columns for 'Amendment No.' and 'Date' to record acknowledged amendments.
• Fields for 'Offeror Name', 'Authorized Individual to Sign', 'Signature', and 'Date' to formally document the acknowledgment.

Bidders must complete and submit this form to confirm their acknowledgment of all issued amendments. Failure to acknowledge amendments may impact the validity of their proposal submission.

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

This document outlines the scope of work for the restoration of the Q-58 Data Concentrator Shed (DCS) located at Naval Station Norfolk, Virginia. The DCS is a steel structure used during degaussing range operations, supported on four steel pipe piles, with two small bollards and a fender system for small craft berthing.

• Restoration of structural elements of the DCS, including steel pile, beam, shell cleaning and recoating, fender replacement, and ladder repair.

• Repair of any existing structures damaged during construction or demolition to match adjacent materials.

• Demolition and removal of existing foam filled fenders and attachment hardware.

• Cleaning and recoating of steel pile caps, upper and lower steel beams, and steel conduits.

• Replacement of two existing 4" diameter steel bollards with new ones at specified locations.

• Construction of a new 3'-0" wide docking platform.

• Installation of new steel W6x12 beams, C6x10.5 channels, double L3x3x3/8 braces, and C15x40 steel channels for fender system attachment.

• Installation of 1.5" steel grating on the dock frame.

• Installation of four foam rubrail wing-type fenders.

• Replacement of the existing steel ladder with a new one including a fall arrest system, new steel cage, hinge plate security system, and two pre-manufactured swing gates.

• All work must be performed in accordance with manufacturer's written instructions and specifications.

• Paint must match the color of existing surfaces.

• Welds must meet AWS D1.1 "Structural Welding Code – Steel" requirements.

• Steel components exposed to weather must be hot dipped galvanized per ASTM A123 or A153.

• Paint and finishing must adhere to SSPC-PA 1 standards with specific epoxy coating requirements.

• Climbing ladder with fall arrest system must meet Navy Fall Protection Guide requirements.

• Hazardous waste must be disposed of and managed according to regulations.

• The work is located at Naval Station Norfolk, Virginia.

• The document does not specify a period of performance, but requires submittal of a work schedule at least 15 working days in advance.

• Contractors must perform a thorough site visit before bidding.

• Adherence to EM-385 and OSHA safety regulations is mandatory.

• Access man lifts and fall protection devices may be required.

• Submittals (manufacturer's drawings, certifications, safety plan, etc.) must be approved by the Contracting Officer before work begins.

• Coordination with the Contracting Officer, government inspector, Facility Manager, and Activity Point of Contact is required for work schedule and site access.

• Hazardous waste and debris management plans are required.

• Lead, cadmium, chromium, and asbestos containing materials must be handled according to specific regulations (29 CFR 1926.62, 1926.1126, 1926.1127, 1926.1101).

• Refer to specific drawings (12,937,904 – 12,937,907) and a Bathymetric Condition Survey for detailed information.