Z--Ste. Genevieve National Historical Park - Well Dec

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

To permanently decommission and abandon four historic wells located at the Jean Baptiste Valle House and Kern House within Ste. Genevieve National Historical Park, MO. The wells require immediate stabilization and repair to prevent further damage and ensure safety.

• Decommissioning and abandonment of four historic wells, each approximately 25-75 feet deep and 3.5 feet in diameter.

• Pumping water from wells.

• Controlled filling of subsurface voids with engineered layers of rock and chat fill to eliminate collapse hazards.

• Reconstruction and stabilization of historic masonry at and above grade to match existing conditions.

• Compliance with Missouri Department of Natural Resources (DNR) regulations for well decommissioning, including disinfection of residual water and material specifications.

• Work must be completed within 180 calendar days of the Notice to Proceed.

• Contractor must provide a project schedule detailing lead times, deliveries, decommissioning, installation, and commissioning.

• Weather impacts must be documented for potential extensions.

• All work must comply with State of Missouri DNR regulations (10 CSR 23-3.110).

• Contractor must possess qualifications for a permitted contractor by the State DNR, with an exception for the top two feet of the well structure.

• Wells containing water shall not be decontaminated using bleach.

• Fill material specifications: bottom four feet with larger rock/gravel, decreasing size upwards, with the top two feet being clay-rich soil.

• Submittal of proposed stone, rock, and gravel type and gradation for approval.

• Reconstruction of masonry well cap structure and sealing with masonry material.

• Preservation of historical and archeological fabric is critical; any discoveries must be reported immediately, and work suspended.

• Protection of cultural resources, landscaping, and surrounding structures is required.

• Protection of existing utilities is mandatory; damage must be reported and repaired at no cost to the government.

• Contractor must provide a site-specific accident prevention plan.

• Noise control measures must be implemented, adhering to specified dB(A) limitations.

• Project Locations: Jean Baptiste Valle - 99 S. Main Street, Sainte Genevieve, MO 63670; Kern House - 19071 US-61, Sainte Genevieve, MO 63670.

• Period of Performance: 180 calendar days from the Notice to Proceed.

• Contractor must submit an access plan for the Jean Baptiste Valle property for COR approval.

• Avoid ruts, damage to park assets (trees, arbors, fences, etc.).

• Staging equipment in designated areas.

• Protection of property within and to the work area.

• No blocking of pedestrian/visitor access.

• Environmental protection measures required.

• Equipment must be clean and free of soil, seeds, and debris before entering the project area.

• Pest control measures required.

• Waste removal, recycling, and general housekeeping.

• Photo documentation of existing conditions, progress, and completion required.

• Weekly safety meetings required.

• Hazardous materials must be stored and handled according to OSHA standards.

• Noise and acoustics management required.

• Site visit is mandatory before submitting bids.

• Submittals include: CM-16 Transmittal Form, Accident Prevention Plan, Construction Schedule, Schedule of Values, Quality Control Plan, Jean Baptiste Valle Access Plan.

• Approved Equals are subject to review and approval.

• Temporary services, equipment, tools, and skilled labor are the contractor's responsibility.

• Project closeout includes final cleanup, submittals, and final inspection.

• Construction warranty of one year from final acceptance.

• CLIN 001 covers the entirety of the work.

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

This document outlines the scope of work for the reconstruction, repointing, and sealing of four historic well caps at the Ste. Genevieve National Historical Park.

• Project Locations: Jean Baptiste Valle House and Kern House.

• Specific Wells:

  • Jean Baptiste Valle Well: Inspect and repair limestone cap and above-grade limestone wall.
  • Kern House Well #1: Inspect and repair limestone cap and above-grade limestone wall (approx. 3 ft tall).
  • Kern House Well #2: Inspect and repair limestone cap and above-grade clay brick wall (approx. 2.5 ft tall).
  • Kern House Well #3: Inspect and repair split limestone cap and above-grade limestone wall (approx. 2.5 ft tall).

• Dismantling: Carefully remove existing caps. Inspect masonry structure above grade for damage and reuse existing materials where possible, subject to COR approval.

• Reconstruction: Set limestone caps with mortar between the cap and the stone/brick wall.

• Mortar: Type-O, complying with ASTM C270 and ASTM C1714, using Natural Hydraulic Lime (NHL) 3.5 and ASTM C144 sand. Mortar sand must match existing in size, texture, and gradation, and be of a color to match existing mortar.

• Mixing: Cementitious materials and sand to be measured dry and mixed in a clean, mechanical batch mixer. Pointing mortar to be mixed to a damp, unworkable consistency and used within one hour.

• Repointing: Rake out joints to a depth of joint width plus 1/8 inch (3 mm), but not less than required to expose sound mortar. Do not remove unsound mortar more than 2 inches (50 mm) deep without COR direction. Prepare reveals with square backs. Clean joints with low-pressure water spray.

• Application: Apply pointing mortar in layers not greater than 3/8 inch (9 mm), compacting each layer and allowing it to become thumbprint hard before applying the next. Tool joints to match original appearance.

• Curing: Maintain mortar in a thoroughly damp condition for at least 72 consecutive hours.

• Quality Control: Requires an experienced brick masonry repointing firm. A written quality-control program is required. Mockups of repointing are required for aesthetic effects and to set quality standards.

• Tools: Only hand chisels, brushes, and other non-powered tools are permitted for removal and application of mortar.

• Place of Performance: Ste. Genevieve National Historical Park, MO.

• Period of Performance: Not explicitly stated in this document, but temperature requirements (40-95 degrees F) suggest work will occur during suitable weather conditions.

• Temperature: Maintain wall temperature between 40 and 95 degrees F. Repoint in the shade to slow drying.

• COR Notification: Notify the Contracting Officer's Representative (COR) of unforeseen detrimental conditions.

• Cleaning: Final cleaning of repointed masonry should be done with a stiff natural bristle or nylon brush after mortar has dried but before it is set. Avoid aggressive cleaning methods.

Solicitation / RFP / RFQ

This document is a Request for Quotation (RFQ) from the National Park Service (NPS) for construction services to permanently decommission and abandon four historic wells at the Ste. Genevieve National Historical Park in Ste. Genevieve, Missouri. The work involves pumping well water, filling subsurface voids with engineered rock and chat fill, and reconstructing/stabilizing historic masonry at and above grade.

• Decommissioning and abandonment of four historic wells.

• Pumping water from wells.

• Filling wells with engineered rock and chat fill.

• Reconstruction and stabilization of historic masonry at and above grade.

• Work must be completed by skilled personnel per industry standards and manufacturer specifications.

• Project Specifications and Statement of Work are attached.

• Contract type: Firm Fixed Price.

• Period of Performance: 180 calendar days from Notice to Proceed.

• NAICS Code: 237110 (Water and Sewer Line and Related Structures Construction).

• Small Business Size Standard: $45 Million.

• Quotations must be submitted via email to the Contract Specialist, Adam Kircher (adam_kircher@ios.doi.gov).

• Subject line must include solicitation number, project name, and email number (if multiple emails).

• Quote documents must be in PDF format, titled "QUOTE PACKAGE".

• Total email size limit: 25MB per email.

• Page format: 8 ½" x 11" paper, except for foldouts (11" x 17").

• Offer due date: To be determined (check SAM.gov for amendments).

• Questions accepted via email to Adam Kircher until 3 calendar days after the organized site visit.

• Evaluation will be based on Price, Technical Capability, and Past Performance.

• Award will be made to the offeror providing the best value.

• Companies must be registered in SAM.gov with an "active" status.

• The solicitation does not specify a small business set-aside, but the NAICS code has a size standard of $45 Million.

• Firms involved in developing the design or specifications for this construction solicitation are ineligible.

• A site visit is scheduled for May 20, 2026, at 10:00 AM CT at Ste. Genevieve National Historical Park.

• Quotations must be valid for a minimum of 60 days.

• Award is subject to availability of funds.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for wage determinations applicable to building construction projects in specific counties within Missouri. It provides prevailing wage rates and fringe benefits for various construction trades.

• General Decision Number: MO20260030, effective 01/02/2026.
• Applicable Counties: Carter, Howell, Iron, Madison, Oregon, Perry, Reynolds, St Francois, Ste Genevieve, and Wayne Counties in Missouri.
• Construction Type: Building (excluding single-family homes or apartments up to and including 4 stories).
• Trades and Rates: Lists specific wage rates and fringe benefits for trades such as Asbestos Worker/Heat & Frost Insulator, Bricklayer, Tile Setter, Carpenter, Electrician, Elevator Mechanic, Power Equipment Operator, Ironworker, Laborer, Cement Mason/Concrete Finisher, Pipefitter, Plumber, Roofer, Sprinkler Fitter, Sheet Metal Worker, Operator (Grader/Blade), and Painter.
• Footnotes: Includes details on paid sick leave (EO 13706) and minimum wage requirements (EO 13658), as well as specific details on employer contributions for vacation pay and paid holidays.

This document is crucial for bidders to understand the minimum labor costs associated with construction projects in the specified geographic areas. It directly impacts the pricing of proposals and ensures compliance with federal labor standards. Bidders must ensure their proposed wages meet or exceed these determined rates.

Form / Attachment / Pricing Sheet

This document is a template for reporting on the "Limitations on Subcontracting" requirement. It is designed to be used by prime contractors to report on their subcontracting activities, particularly for contracts with set-aside requirements.

• Contract Information: Fields for Contract Number (PIID), Type of Set-Aside, and Total Contract Value.
• Performance Period: Dates for which the report is being submitted.
• Subcontractor Reporting: Sections to detail amounts paid to Similarly Situated Subcontractors (SSS) and Non-Similarly Situated Subcontractors (NSS).
• Calculation: A formula is provided to calculate the "Limitation on Subcontracting Percentage," though it currently shows a #DIV/0! error, indicating it requires data input.
• Template Structure: The template includes placeholders like [Insert PIID], [Insert Type of Set-Aside], [Insert Date], and [Insert SSS/NSS Name] which must be filled in by the contractor.

Bidders should use this template to understand the reporting requirements for subcontracting limitations. It highlights the need to track payments to different types of subcontractors and calculate the percentage of work performed by the prime versus subcontractors. This information is crucial for ensuring compliance with small business subcontracting goals and may influence how a bidder structures their subcontracting plan.