THIS SOLICITATION HAS BEEN SUSPENDED AS OF 6/1/2026 - Reline Fire Water Storage Tank 558

Form / Attachment / Pricing Sheet

This document is a Site Visit Sign-In Sheet for the "Reline Fire Water Storage Tank 558 / Contract Number (RFQ) N4008526R0021". It records attendees who participated in the site visit on 4/07/2026 at 1000.

• Names of attendees
• Their printed name/signature
• Department/Company
• Phone number
• Email address

This document confirms attendance at a mandatory or optional site visit. Bidders should review this list to see which companies or individuals were present, which may provide insight into potential competitors or partners who have familiarized themselves with the site conditions.

Amendment / Modification

This amendment (0002) to Solicitation N4008526R0021 extends the proposal due date to accommodate additional response time for received RFIs.

• The proposal due date has been extended from May 15th, 2026 to June 17th, 2026, no later than 1100 EST.

• No additional RFIs may be submitted at this time; responses to existing RFIs will be posted to SAM.gov.

• The proposal submission deadline has been moved to June 17th, 2026, 1100 EST.

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

Amendment / Modification

This amendment (0001) to Solicitation N4008526R0021 modifies the original solicitation as follows:

• Updated Project Documents: Provides updated "558 RELINE TANK SPECS (Red-Lined)", "558 RELINE TANK DRAWINGS (Red-Lined)", and a revised "Amendments to Specs and Drawings #002 - REVISED 0001".

• Extended RFI Due Date: The deadline for submitting Requests for Information (RFIs) has been extended from April 14, 2026, to April 28, 2026, by 1100 EST.

• Extended Proposal Due Date: The proposal submission deadline has been extended from April 24, 2026, to May 15, 2026, by 1100 EST.

• Contract Description (Response Due Date changed from 24 Apr 2026 to 15 May 2026)

• Section 00 21 16 - Instructions to Proposers (RFI and Proposal due dates updated)

• Section 00 73 00 - Supplementary Conditions (New attachments listed: "558 RELINE TANK PUBLISHED SPECS REDLINE", "558 TANK DWGS SIGNED RED LINE", and "Amendments to Specs_and_Drawings - 002 (REVISED 0001)")

• The proposal due date has been extended to May 15, 2026, NLT 1100 EST.

• The RFI due date has been extended to April 28, 2026, NLT 1100 EST.

• All other terms and conditions remain unchanged.

Amendment / Modification

This amendment revises several aspects of the project, primarily related to the tank maintenance and repair:

• Pit Welding and Pit Filling: Clarifies that after initial cleaning, pitting at least 1/4 of the steel thickness should be welded. Pitting with rough edges that would affect coating should be filled with a solventless epoxy seam sealer.

• Drainage Responsibility: The Government will drain the tank. However, the contractor is responsible for removing any remaining water approximately 4 inches above the tank floor.

• Cathodic Protection System Testing: The contractor is now responsible for testing the cathodic protection system before and after the work, in accordance with NACE SP0193-2016. If the system is found to be not working properly, the contractor must inform the Government and, if necessary, fix the system.

• Roof Vent Replacement: The contractor shall replace the existing roof vent with a clog-resistant vent meeting AWWA D100-11 Sec 7.5 specifications.

• Overflow Pipe Replacement: The existing stub overflow pipe is too small and must be replaced with a new pipe in accordance with AWWA D100-11 Sec 7.3 specifications.

• Anode Storage: The contractor is responsible for storing the anodes during painting. Any damage to anodes during removal, storage, or installation will be the contractor's responsibility to replace.

• Specification Deletions/Additions: Note 3 in the Project Description (Section 01 11 00) regarding government responsibility for draining, removing the cathodic protection system, and reinstalling these components has been deleted and replaced with new contractor responsibilities for testing and potential repair of the cathodic protection system, and contractor removal of residual water.

• Drawings CS-001

• Summary of Work Notes 3, 5, 6, 7, 8, and 9

• Specification Section 01 11 00, page 1, paragraph 1.2.1 Project Description

Bidders should review these changes carefully as they alter responsibilities for system testing, drainage, component replacement, and material handling. Proposal details and pricing may need to be adjusted accordingly.

Form / Attachment / Pricing Sheet

This document contains "As Built" drawings related to the "558 RELINE TANK" project at Naval Weapons Station Earle. It provides detailed plans, sections, and details for the "558 RELINE TANK" and associated mechanical systems, including piping and heating.

• Title Sheet (CS-001): General notes, symbols legend, abbreviations, list of drawings, and a summary of work. The summary of work details the primary objective: repainting the interior and exterior of Tank 558, including surface preparation and coating application. It also specifies responsibilities for draining the tank, cathodic protection system, and waste disposal.
• As Built Mechanical Plans & Sections (S-201, F-501): These sheets illustrate the existing mechanical systems, including steam supply, condensate return, and heating coils, with details on connections and modifications.
• As Built Existing Water Tank 558 Site Plan (F-502): This sheet shows the site plan with existing piping, valves, hydrants, and electrical details related to the water tank and associated pump houses.

These drawings are crucial for bidders to understand the existing conditions, scope of work, and specific details of the "558 RELINE TANK" project. They provide essential information for accurate bidding, proposal preparation, and execution of the contract, particularly regarding the repainting scope, associated mechanical systems, and site layout.

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

This document outlines the work required for the "558 RELINE TANK" project, which involves repainting the interior and exterior of an existing 300,000-gallon Fire Water Storage Tank (Tank 558) located in the Ordnance Area at Naval Weapons Station Earle.

• Paint Removal: The contractor will remove all paint from the interior and exterior of Tank 558 using media blasting with full containment.

• Surface Preparation: Exposed steel surfaces will be prepared to a profile suitable for the specified paint system primer and coating system, following manufacturer directions.

• Repainting: A new three-coat paint system will be applied to the interior and exterior surfaces of the tank, including all previously painted items on the exterior.

• Ancillary Work: The contractor will protect existing structures from damage during the work and perform incidental work for a complete and usable water storage tank operation.

• Hazardous Waste Management: All paint and abrasive blast material removed from Tank 558 will be treated as hazardous waste for removal and disposal.

• Location: Throckmorton Hill Road at Tank 558, ordnance area, west of State Highway Route 34, next to Building 559, Mainside NWS Earle, Colts Neck NJ.

• Tank Status: Tank 558 will not be in service during the performance of this contract. The Government will drain the tank, remove the cathodic protection system, and the water level float system. The Government will reinstall these systems and refill the tank after the work is completed and accepted.

• Submittals: Government approval is required for submittals classified with "G" or "S".

• Access: Contractor personnel will require DBIDS credentials for installation access.

• Safety: Compliance with EM 385-1-1 and other applicable safety regulations is mandatory.

• Environmental: Strict adherence to environmental controls, including hazardous waste management, stormwater pollution prevention, and dust control, is required.

• Utilities: The contractor is responsible for coordinating and managing utility outages and temporary connections.

Amendment / Modification

This amendment makes the following changes to the solicitation:

• Pit Welding and Pit Filling: Specifies that pitting at least 1/4 thickness of steel should be welded, and rough edges should be filled with a solventless epoxy seam sealer.

• Drawings CS-001 - Summary of Work Note 3:

  • Original note deleted regarding government responsibility for draining water, removing the cathodic protection system, and reinstalling these after painting.
  • New note added requiring the contractor to test the cathodic protection system before draining water and before removal. The test must comply with NACE SP0193-2016. Attachment 1 (Pumping Services_36142_Earle_R1) contains 2019 test results. If the system is not working, the contractor must inform the Government. The contractor must also test the system after the tank is put back on line and fix it if it's not working properly.

• Drawings CS-001 - Summary of Work Note 5: The Government will drain the tank, but the contractor must remove any remaining water due to low spots.

• Specification Section 01 11 00, Paragraph 1.2.1 Project Description - Note 3:

  • Original note deleted regarding government responsibility for draining water, removing the cathodic protection system, and reinstalling these after painting.
  • New note added requiring the contractor to test the cathodic protection system before draining water and before removal. The test must comply with NACE SP0193-2016. Attachment 1 (Pumping Services_36142_Earle_R1) contains 2019 test results. If the system is not working, the contractor must inform the Government. The contractor must also test the system after the tank is put back on line and fix it if it's not working properly.

• Specification Section 01 11 00, Paragraph 1.2.1 Project Description - Note 5: The Government will drain the tank, but the contractor must remove any remaining water due to low spots.

• Specification Section 01 11 00, Paragraph 1.2.1 Project Description - Note 6: The contractor shall replace the roof vent with a clog-resistant vent per AWWA D100-11 Sec 7.5.

• Specification Section 01 11 00, Paragraph 1.2.1 Project Description - Note 7: The existing stub overflow pipe is too small and must be replaced with a new pipe per AWWA D100-11 Sec 7.3.

• Drawings CS-001 - Summary of Work Note 6: The contractor shall replace the roof vent with a clog-resistant vent per AWWA D100-11 Sec 7.5.

• Drawings CS-001 - Summary of Work Note 7: The existing stub overflow pipe is too small and must be replaced with a new pipe per AWWA D100-11 Sec 7.3.

• Drawings CS-001 (Summary of Work notes 3, 5, 6, 7)

• Specification Section 01 11 00, Paragraph 1.2.1 Project Description (Notes 3, 5, 6, 7)

These changes modify requirements related to cathodic protection testing, water removal, roof vent replacement, and overflow pipe replacement. Bidders should review these updates carefully to ensure their proposals accurately reflect the revised scope and technical requirements.

Other / Unclassified

This document is a Davis-Bacon Act Wage Determination for Heavy Construction Projects in Monmouth County, New Jersey. It specifies prevailing wage rates and fringe benefits for various labor classifications, including Asbestos Worker/Heat & Frost Insulator, Cement Mason, Carpenter, Piledriverman, Millwright, Electrician & Cable Splicer, Power Equipment Operators, Ironworker, Laborer, and Painter. It also details paid holidays and hazardous waste removal work pay rates.

This wage determination is crucial for any bidder on a federal construction project in the specified geographic area that is subject to the Davis-Bacon Act. Bidders must use these rates to accurately calculate labor costs in their proposals and ensure compliance with federal labor laws. The document outlines the minimum wage and fringe benefits required for various trades, which directly impacts project budgeting and labor management.

Other / Unclassified

This document is a Davis-Bacon Act Wage Determination for Highway Construction Projects in New Jersey. It specifies the prevailing wage rates and fringe benefits for various construction trades and laborers in specific counties within the state.

This document is crucial for any bidder on a federal or federally-assisted highway construction project in the specified New Jersey counties. It outlines the minimum wage and fringe benefit requirements that must be paid to laborers and mechanics employed on the project, as mandated by the Davis-Bacon Act. Bidders must incorporate these wage rates into their cost proposals to ensure compliance with federal labor laws. Failure to adhere to these wage determinations can result in penalties and contract non-compliance.

Solicitation / RFP / RFQ

This solicitation (RFP N4008526R0021) is for construction services to reline Fire Water Storage Tank 558, located at Building 558, Ordnance Area, Naval Weapons Station (NWS) Earle, in Colts Neck and Leonardo, New Jersey. The project is a 100% Small Business Set-Aside.

• Removal of all paint from the interior and exterior of Tank 558 using media blasting with full containment.

• Preparation of the tank for a new three-coat paint system on interior and exterior surfaces.

• Repainting of the tank, including all exterior items previously painted.

• Treatment of all paint and abrasive blast material as hazardous waste.

• Pit welding and pit filling for interior surfaces where pitting is at least 1/4 inch deep or has rough edges.

• Work must comply with contract specifications, drawings, and relevant FAR/DFARS clauses.

• Contract Type: Firm Fixed Price (FFP)

• Magnitude: Estimated between $1,000,000 and $5,000,000.

• Period of Performance: 120 calendar days from Notice to Proceed.

• Liquidated Damages: $857.72 per calendar day.

• Performance and Payment Bonds: Required.

• Bid Guarantee: Required (20% of bid price or $3,000,000, whichever is less).

• Offer Validity: 60 days.

• Proposal Submission Deadline: April 7, 2026, 11:00 AM EST.

• Proposals must be submitted electronically.

• Basis for Award: Lowest Price Technically Acceptable (LPTA).

• Evaluation Factors: Price, Corporate Experience, and Past Performance.

• Site Visit: Scheduled for April 7, 2026, at 10:00 AM EST. Attendees must pre-register.

• 100% Small Business Set-Aside.

• Contractors must be registered in SAM.gov.

• Compliance with military base access requirements (Real ID, background check).

• The solicitation includes various FAR and DFARS clauses, including those related to construction, labor rates (Davis-Bacon Act), and small business subcontracting limitations.

• Attached documents include: 558 RELINE TANK SPECS, 558 RELINE TANK DWGS signed, EXWC REPORT 558 TANK Colts Neck NJ, and Att1 Pumping_Services_36142_Earle_R1.

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

This document outlines the work required for the "558 RELINE TANK" project, which involves repainting the interior and exterior of an existing 300,000-gallon Fire Water Storage Tank (Tank 558) located in the Ordnance Area at Naval Weapons Station Earle.

• Paint Removal: The contractor will remove all paint from the interior and exterior of Tank 558 using media blasting with full containment.

• Surface Preparation: After blasting, exposed steel surfaces must be prepared to meet the profile requirements for the specified paint system.

• Repainting: A new three-coat paint system will be applied to the interior and exterior surfaces of the tank, including all previously painted items on the exterior.

• Protection: The contractor must protect all existing structures and surrounding areas from damage during the work.

• Hazardous Waste Management: All paint and abrasive blast material removed from Tank 558 will be treated as Hazardous Waste and disposed of accordingly.

• Location: Throckmorton Hill Road at Tank 558, Ordnance Area, west of Building 559, Mainside NWS Earle, Colts Neck, NJ.

• Tank Status: The tank will not be in service during the performance of this contract. The Government will drain the tank, remove the Cathodic Protection System, and the water level float system. The Government will reinstall these systems and refill the tank after the work is completed.

• Security Clearance: Required for access to NWS Earle Pass & ID Office.

• Access: An Ordnance Area gate access card will be provided after contract award.

• Underground Utilities: Obtain digging permits and comply with installation requirements for locating and marking underground utilities. Contact local utility locating services at least 72 hours prior to excavation.

• NMCI Coordination: Allow NMCI contractor access for equipment and final connections.

• Salvage: No items are designated for salvage by the Government. A salvage plan is required for any material or equipment to be salvaged.

• Working Hours: Regular working hours are 8 1/2 hours per day, between 7 a.m. and 3:30 p.m., Monday through Friday, excluding Government holidays. Work outside regular hours requires Contracting Officer approval.

• Safety: Comply with EM 385-1-1 and other applicable safety regulations. Specific requirements for competent persons, safety personnel, and accident prevention plans are detailed.

• Environmental Controls: Comply with all federal, state, and local regulations pertaining to the environment, including waste management, stormwater pollution prevention, and hazardous materials handling.

• Submittals: Numerous submittals are required, including preconstruction submittals, test reports, certifications, and closeout submittals, all managed through the eCMS system.

Form / Attachment / Pricing Sheet

This document contains drawings related to the "558 RELINE TANK" project at Naval Weapons Station Earle. It includes a title sheet, as-built plans, and site plans.

• Title Sheet (CS-001): Provides project overview, general notes, a list of drawings, and summary of work. The summary of work specifies repainting the interior and exterior of Tank 558 using media blasting and a three-coat paint system. It also details the contractor's and government's responsibilities regarding draining, cathodic protection, and refilling the tank. Disposal of media blast material and paint debris as contaminated waste is the contractor's responsibility.
• As-Built Mechanical Plans & Sections (F-501): Details piping and mechanical systems related to Tank 558 and adjacent buildings.
• As-Built Existing Water Tank 558 Site Plan (F-502): Shows the site layout, including fire mains, steam lines, and electrical details related to Tank 558 and associated pump houses.

These drawings provide critical visual information for understanding the scope of work, existing conditions, and specific technical requirements for the repainting project of Tank 558. Bidders should review these drawings to accurately assess the work involved, including surface preparation, painting, and site logistics.

Other / Unclassified

This document is a contractor report (CR-NAVFAC EXWC-CIOFP-2129) detailing the 2021 Water Tank Inspection and Assessment at Naval Weapons Station Earle, Colts Neck, New Jersey. The report was prepared by Tank Industry Consultants under contract N39430-16-D-1815 for NAVFAC EXWC.

This report provides a comprehensive assessment of Tank 558, a 300,000-gallon non-potable water storage tank used for fire protection. It details the tank's structural condition, identifies numerous safety-related and operational deficiencies (including corrosion, coating failures, and non-compliance with AWWA and OSHA standards), and provides recommendations for repair, recoating, and maintenance. The report includes specific findings on the foundation, site, valve vault, exterior surfaces, shell, roof, interior surfaces, and associated appurtenances. It also contains cost estimates for repair work and outlines recommended coating systems and rehabilitation schedules. This information is crucial for any potential bidder interested in performing maintenance, repair, or rehabilitation work on this water tank, as it outlines the current condition, required work, and relevant standards.

Form / Attachment / Pricing Sheet

This document is a drawing (Drawing No. CW-36142-01) detailing the cathodic protection system for the interior of a carbon steel water storage tank at the Naval Weapons Station Earle, Building 558, Colts Neck, New Jersey.

• Tank Dimensions: 50 feet in diameter by 21 feet in height.
• Cathodic Protection System: Consists of 20 high potential magnesium anode rods and two (2) permanent copper/copper sulfate reference cells.
• Layout: Includes a plan view and elevation view of the anode and reference cell placement.
• Components: Details for anode assembly, reference electrode assembly, and test station.
• Notes: Specifies dielectric coating requirements, tank material, and conduit routing for reference electrode cables.

This drawing provides critical technical details about the existing cathodic protection system. Bidders responding to an opportunity related to this tank or its systems should use this drawing to understand the current configuration, materials, and layout, which may be relevant for scope of work, installation, or maintenance requirements.