Z--WATER TOWER REFURBISHMENT

Amendment / Modification

This amendment (0002) to the solicitation 140G012600123, originally dated 05/05/2026, provides an attached "Question and Answer document, reference B09 Attachment 8 Question and Answer Amendment 2."

• The attached Q&A document is referenced.

• The closing date for offers has not been extended.

• All terms and conditions remain the same.

• The Period of Performance remains 05/29/2026 to 07/15/2026.

• The solicitation is a 100% small business set-aside.

• Bidders are reminded to reference Section L.7 and L.8 for Site Visit Information (52.236-27 and 52.236-27 Alt I).

• Section L provides instructions for proposal submission, and Section M outlines evaluation factors.

• Section F lists deliverables.

• Payment Protection is required upon award.

• Delivery is 30 Days After Notice to Proceed.

• All questions regarding this RFQ must be submitted in writing no later than 4 calendar days before quotes are due to Dayna Parkin at dayna_parkin@ios.doi.gov.

Questions & Answers / Clarifications

This document provides answers to vendor questions regarding Amendment 2 for opportunity 140G0126Q0123, specifically concerning a ladder replacement.

• Ladder Specifications: The USGS does not have specific drawings or detailed specifications for the ladder to be replaced.
• Installation Method: The ladder must be welded on; there are no provisions for bolting it to the tank.
• Ladder Type: Vendors can install a ladder without drawings. Any standard metal ladder is acceptable, provided that the control floats can be mounted to it. Custom fabrication is not required.

This Q&A clarifies that vendors are not required to provide custom-fabricated ladders and that existing drawings are not available. Bidders should consider the welding requirement and the need to accommodate control float mounting when preparing their proposals.

Amendment / Modification

• The closing date for the solicitation has been extended from 05/22/2026 at 10:00 AM Pacific Time to 05/27/2026 at 10:00 AM Pacific Time.

• This amendment provides an attached "Question and Answer document, reference B09 Attachment 7 Question and Answer Amendment 1.

• The closing date for offers has been extended.

• A Question and Answer document has been attached.

• The deadline for proposal submission has been extended to 05/27/2026 at 10:00 AM Pacific Time.

• Bidders should review the attached Question and Answer document for clarifications.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding Solicitation 140G0126Q0149, Amendment 1.

• As-built Drawings: As-built construction drawings for the water tower are not available.
• Tank Draining: Tanks will be drained on-site by USGS staff, not by a separate contract.
• Working Hours: Work must be performed during normal business hours (8 am to 5 pm Eastern); extended hours or Saturday work are not permitted.
• Tank Dimensions: The elevated water tank is 10 feet in height, 10 feet in diameter, and elevated 25 feet.
• Laydown Area: The laydown area will be on-site directly at the tank location.
• Manway: A manway, approximately 30 inches in diameter, is present on top of the elevated water tank.
• Disinfection: Disinfection of the elevated water tank is not required.
• Potable Water: The tank is not used for potable water; it is used for aquaculture/fish growth. NSF standards for interior coating systems do not apply.
• Coatings: Existing coatings are not hazardous.
• Water Availability: Water is available on-site directly at the work location for pressure washing.
• Liquidated Damages: There is no amount specified for liquidated damages.
• Tank Age: The elevated water tank was constructed in 1985.
• Lead Content: The elevated water tank does not contain lead.
• Bid Bond: A bid bond is not required.

This Q&A clarifies several aspects of the original solicitation, including site conditions, work hours, and specific requirements, which may impact bidder proposals. Notably, a bid bond is not required.

Form / Attachment / Pricing Sheet

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

• Part I - Statement of Prime Contractor: Collects information about the prime contract, subcontract number, prime contractor details, and whether the "Contract Work Hours and Safety Standards Act -- Overtime Compensation" clause is included. It also requires the name of the awarding firm and a description of the work by the subcontractor.
• Part II - Acknowledgment of Subcontractor: Requires the subcontractor to acknowledge that specific clauses are included in their subcontract. These clauses include:
  • Contract Work Hours and Safety Standards Act - Overtime Compensation
  • Payrolls and Basic Records
  • Withholding of Funds
  • Disputes Concerning Labor Standards
  • Compliance with Construction Wage Rate Requirements and Related Regulations
  • Construction Wage Rate Requirements
  • Apprentices and Trainees
  • Compliance with Copeland Act Requirements
  • Subcontracts (Labor Standards)
  • Contract Termination - Debarment
  • Certification of Eligibility
• Fields for signatures, dates, and names of signing personnel for both prime and subcontractors.

Bidders may be required to complete and submit this form as part of their proposal or upon award. It ensures that subcontractors are aware of and agree to comply with specific labor standards and contract clauses mandated by the government. Understanding the clauses listed in Part II is crucial for any potential subcontractor.

Other / Unclassified

This document is a General Decision Number (FL20260194) detailing prevailing wage rates for building construction projects in Alachua County, Florida. It lists various labor classifications, their corresponding hourly wage rates, and fringe benefits. The document also includes footnotes explaining vacation pay credit and paid holidays, as well as information on Executive Orders related to paid sick leave and minimum wage for federal contractors. It outlines the process for appealing wage determination decisions.

This document is relevant to bidders as it establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on federal or federally funded construction projects covered by the Davis-Bacon Act in the specified geographic area. Bidders must consider these wage requirements when developing their proposals and estimating project costs to ensure compliance.

Form / Attachment / Pricing Sheet

This document is the U.S. Department of Labor's Davis-Bacon and Related Acts Weekly Certified Payroll Form (WH-347). It is used by contractors and subcontractors to report weekly payroll information for laborers and mechanics working on federal or federally assisted construction contracts. The form ensures compliance with prevailing wage rate requirements.

• Worker Information: Details such as name, classification (journeyman or apprentice), and identifying numbers.
• Hours Worked: Daily and weekly hours, broken down into straight time (ST) and overtime (OT).
• Wage and Benefit Rates: Hourly wage rate, fringe benefit credit, and payment in lieu of fringe benefits.
• Gross Earnings and Deductions: Calculation of gross amount earned, itemized deductions (taxes, FICA, etc.), and net pay.
• Apprenticeship Program Details: Information on registered apprenticeship programs for any apprentices employed.
• Fringe Benefit Details: Specifics on fringe benefits paid, including plan name, type, number, and hourly credit claimed.
• Certification: A statement by a certifying official confirming the accuracy and completeness of the payroll information and compliance with wage requirements.

Bidders may need to use this form to comply with contract requirements if they are awarded an opportunity that falls under the Davis-Bacon and Related Acts. It outlines the specific data that must be tracked and reported regarding worker wages, hours, and benefits. Understanding this form is crucial for accurately estimating labor costs and ensuring compliance with federal labor laws on covered projects.

Solicitation / RFP / RFQ

This solicitation is for the repair and repainting of elevated water tanks. Specifically, it includes repainting the exterior and interior of a 10,000-gallon elevated water tank, and replacing the ladder for the same tank. The work is to be performed in accordance with the Statement of Work.

• Repainting the exterior of a 10,000-gallon elevated water tank.

• Repainting the interior of a 10,000-gallon elevated water tank.

• Replacing the ladder for the 10,000-gallon elevated water tank.

• Adherence to indoor air quality standards during construction.

• Compliance with all applicable OSHA and environmental regulations.

• Contract Type: Firm-fixed price.

• Period of Performance: Approximately May 29, 2026, to July 17, 2026.

• Delivery: 30 days after Notice to Proceed, with a specific delivery date of July 17, 2026.

• Location: USGS Wetland and Aquatic Research Center, Gainesville, FL.

• Offers are due by 10:00 AM local time on May 22, 2026.

• Proposals will be publicly opened at that time.

• Evaluation will be based on Lowest Price Technically Acceptable (LPTA).

• Technical Capability/Approach will be rated acceptable or unacceptable.

• Past Performance will be rated acceptable or unacceptable.

• Price will be evaluated based on reasonableness.

• A site visit is strongly encouraged and may be arranged by contacting Dayna Parkin or Larry Forshee.

• This solicitation is a 100% small business set-aside.

• Reference Section L for Instructions and Section M for Evaluation Factors.

• Reference Section F for a list of Deliverables.

• Payment protection is required upon award.

• For questions, contact Dayna Parkin at dayna_parkin@ios.doi.gov.

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

To refurbish a 10,000-gallon elevated water tank at the U.S. Geological Survey (USGS) Wetland and Aquatic Research Center (WARC) in Gainesville, FL. This refurbishment is critical for maintaining operational readiness, meeting safety standards, and extending the service life of the facility's fire suppression and infrastructure system.

The contractor shall provide all labor, equipment, and materials for the refurbishment of the water tank. Key tasks include:

• Exterior Repainting: Pressure washing, surface preparation (SSPC #2 & #3), priming, and application of a polyurethane finish.

• Interior Repainting: Tank draining (by others), abrasive blasting to SSPC #10 Near-White Metal standard, application of epoxy prime/finish coats, weld/ladder stripe coating, and debris disposal.

• Ladder Repair: Removal of the old ladder and installation of a new 10-ft steel ladder with welded standoff brackets, painted according to interior specifications.

• Work schedule and safety plan

• Inspection and progress updates

• Final inspection and warranty documentation

• Waste disposal certification for abrasive blast debris

• Copies of all employee and sub-contractor licenses/certifications upon request.

Work must be completed within 30 days of the Notice to Proceed (NTP).

U.S. Geological Survey Wetland and Aquatic Research Center, 7920 NW 71st Street, Gainesville, FL 32653.

• All work must comply with applicable codes and standards, including OSHA, EPA, SSPC, ANSI/NSF Standard 61, and NFPA.
• Employees and sub-contractors must be licensed in Florida.
• Work will be performed during normal business hours (8:00 am - 4:00 pm, Monday - Friday), unless otherwise authorized in writing.
• Government-furnished property includes access to the facility and tank area, and utility access.
• Designated parking areas will be provided. Smoking is prohibited inside buildings.

Form / Attachment / Pricing Sheet

This document is a "Release of Claims" form (DI-137, March 2017) required by the Department of the Interior. It is used by contractors to formally release the United States from all claims related to a specific contract, typically prior to final payment after completion of all work.

• Contract Information: Fields for Contract Number and Date.
• Release Statement: A declaration by the contractor releasing the United States from all debts, dues, liabilities, obligations, accounts, claims, and demands under the contract, except for any specified exceptions.
• Amount Due: A field to specify the sum of money being paid to the contractor, which serves as consideration for the release.
• Execution: Signature block for the contractor, including options for Corporation, Partnership, Joint Venture, or Individual status. It also requires the contractor's name, title, and address.
• Corporation Certification: A section to be completed only if the contractor is a corporation, requiring certification of the signatory's authority.
• Seal: A space for the corporate seal.

Bidders may encounter this form as an attachment to a solicitation or contract. It indicates a requirement for contractors to submit a release of claims before receiving final payment. Understanding this form is crucial for contractors to ensure they can meet all contractual obligations, including the finalization of claims, before project closeout.

Form / Attachment / Pricing Sheet

This document is Standard Form 25A, a Payment Bond. It is used to protect persons supplying labor and material for the prosecution of work provided for in a government contract. The bond ensures that the Principal (the contractor) and their Surety(ies) are firmly bound to the United States of America for the payment of the penal sum.

• Principal: Information about the contractor, including their legal name, business address, and type of organization.
• Surety(ies): Information about the surety or sureties providing the bond, including their names, business addresses, state of incorporation, and liability limits.
• Penal Sum of Bond: The maximum amount the surety is liable for.
• Contract Date and Number: Identifies the specific contract this bond is associated with.
• Obligation and Conditions: Outlines the terms under which the bond is valid, primarily that the Principal makes prompt payment to those furnishing labor and material.
• Witnesses and Signatures: Sections for authorized representatives of the Principal and Surety(ies) to sign and affix seals.

This form is typically required as part of a bid or contract award. Bidders may need to complete and submit this form, or ensure their surety is prepared to execute it, as part of their contractual obligations. It signifies financial assurance for labor and material payments related to the contract.