SOW_MACA_210428_Sandblast__Repaint__Green_River_Ferry_01_13_25.pdf

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Attached to
MACA 210428 REPAINT FERRY Federal contract opportunity
Solicitation number
140P5325Q0005
Issued by
Department of the Interior National Park Service Southeast Region

About this file

This is a Statement of Work (SOW) for sandblasting, repainting, and transporting the Green River Ferry at Mammoth Cave National Park, KY (PMIS 210428). The project involves extracting the 37.92-ton ferry (59.9 ft x 22.9 ft) from its operational site, transporting it approximately 2 miles to a maintenance area, and performing comprehensive surface preparation and repainting work.

The scope includes sweep-blasting to remove loose paint and rust, chemical etching, commercial blasting for severe rust areas, and application of multiple coating layers (two coats of 9100 Epoxy on topside and two coats of Wasser moisture-cured urethane on sides/bottom). Safety lines will be marked using Dura Grip anti-slip paint or approved equal. The contractor must coordinate with the COR for water level monitoring and extraction timing, respond within 7 days of notification for optimal water conditions, and provide all necessary containment measures for environmental protection. The work requires comprehensive documentation, safety protocols, and debris management. The SOW includes detailed photos showing the current condition of the gray metal ferry with yellow safety lines, safety railings, and a wheelhouse, operating in a river setting with snowy conditions visible.

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Other files for this federal contract opportunity

Other files attached to MACA 210428 REPAINT FERRY, newest first.
File Type Posted
Green_river_ferry_ramp_weight_calculations_0002.pdf PDF
140P5325Q0005_-_Amendment_2_0002.pdf PDF
SOW_MACA_210428_Sandblast__Repaint__Green_River_Ferry_V2_0002.pdf PDF
Sol_140P5325Q0005_Amd_0002.pdf PDF
Site_Visit_for_Repaint_Ferry_Sign_in_sheet-_140P5325Q0005_0002.pdf PDF
140P5325Q0005_Amendment_1_0001.pdf PDF
Sol_140P5325Q0005_Amd_0001.pdf PDF
Sol_140P5325Q0005.pdf PDF
B03_-_SCA_Wage_Rates.pdf PDF
A3_-_Past_Performance_Questionnaire.doc DOC document

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Scope of Work: Sandblast, Repaint, and Transport Green River Ferry

Table of Contents

1. Project Overview

1.1 Project Title: Sandblast, Repaint, and Transport Green River Ferry

1.2 PMIS 210428

1.3 Location: Mammoth Cave National Park, KY 42259

2. Project Requirements

2.1 Preparation

2.2 Extraction from Water

2.3 Transportation

2.4 Setup on Cribbing

3. Surface Preparation

3.1 Sweep-Blasting and Etching

3.2 Commercial Blasting

3.3 Inspection and Touch-Ups

3.4 Preparation Quality Assurance

4. Painting and Coating

4.1 Application of Epoxy and Urethane Coatings

4.2 Marking Safety Lines

4.3 Quality Control and Inspection

5. Environmental and Safety Measures

5.1 Safety Zones and Barricades

5.2 Dust and Debris Containment

5.3 Utilities and Service Interruption

5.4 Cleaning and Debris Disposal

5.5 Transportation to Disposal Site

6. Compliance and Documentation

6.1 Environmental Protection

6.2 Regulatory Compliance

6.3 Documentation Requirements

6.4 Compliance with Safety Standards

7. Project Completion

7.1 Final Inspection and Approval

8. Photos of Ferry

1.0 Project Overview

This project involves the extraction, sandblasting, painting, and transportation of the Green River Ferry to and from its operational site at the Green River Crossing in Mammoth Cave National Park. The ferry will be temporarily moved to a designated maintenance area (approximately 2 miles away) to undergo surface preparation and repainting. During this period, the ferry will be out of service. All painting and coating will be performed using airless sprayers, rollers, and brushes to ensure a high-quality finish free from imperfections such as cloudiness, spotting, or runs.

1.1 Project Title:

Sandblast, Repaint, and Transport Green River Ferry

1.2 PMIS:

210428

1.3 Location:

Mammoth Cave National Park, KY 42259

2.0 Project Requirements

2.1 Preparation

The Government is responsible for ensuring there are no overhead utilities or other obstructions that would impede the ferry’s transport. Before beginning work, the Contractor must remove the ramps, porta john, generator, and diesel motor from the ferry vessel. The interior of the wheelhouse will not be part of the work and must be sealed off before any activities commence. The Contractor will coordinate with the Government to schedule the transport.

Specifications of the ferry are as follows:

Length: 59.9 ft Width: 22.9 ft Weight: 37.92 tons

2.2 Extraction from Water

The Contractor will extract the ferry from its current position using the method proposed by the Contractor, which must be approved by the Contracting Officer’s Representative (COR) to ensure no damage to the ferry. Water levels will be monitored by the COR through the USGS water data system (https://waterdata.usgs.gov/). The Contractor must be prepared to respond within 7 days of notification when water levels are deemed optimal for extraction. After the work is complete, the Contractor must also be prepared to return the ferry within 7 days, contingent upon the water levels as determined by the COR.

2.3 Transportation

The Contractor will load the ferry onto a trailer and transport it to the designated maintenance area (approximately 2 miles away). NPS staff will coordinate with law enforcement and notify park administration of the transport schedule one week in advance. NPS staff will also coordinate with law enforcement to manage traffic control during both the extraction and when the ferry is returned to the water.

2.4 Setup on Cribbing

The Government will provide and construct all necessary cribbing materials and ensure the surface is level.

The Contractor will securely position the ferry on the cribbing and install protective coverings underneath to safeguard the surface from debris and paint drips.

3.0 Surface Preparation

3.1 Sweep-Blasting and Etching

Sweep-blasting will be performed to remove loose paint, dirt, and light rust. A chemical etching solution will be used to prepare metal surfaces for painting. The Contractor will submit a list of all chemicals to the COR for approval prior to use.

3.2 Commercial Blasting

For areas with severe rust, the Contractor will perform commercial blasting to remove all coatings down to bare metal, ensuring no compromised sections remain.

3.3 Inspection and Touch-Ups

After blasting, all surfaces will be inspected by the COR, and the Contractor will address any imperfections as necessary.

3.4 Preparation Quality Assurance

All surfaces must be free from dust, debris, and blasting media. The Contractor will use gauges to measure surface profiles, ensuring they meet the required standards for optimal paint application, in accordance with SSPC (Society for Protective Coatings) or NACE (National Association of Corrosion Engineers) guidelines.

4.0 Painting and Coating

4.1 Application of Epoxy and Urethane Coatings

The Contractor will apply two coats of 9100 Epoxy on the top side of the ferry, followed by two coats of Wasser moisture-cured urethane on the sides and bottom. Handrails, pipes, and tanks will receive two coats of 9100 Epoxy. All applications must strictly adhere to the manufacturer’s guidelines for mixing, application, and curing.

4.2 Marking Safety Lines

The Contractor will use a durable, anti-slip paint for the deck and ramps to ensure safety in all weather conditions. The paint must be specifically designed for marine environments and provide a slip-resistant surface, such as Dura Grip or an approve equal. The paint must be suitable for application on the ferry and must be approved by the COR prior to use.

Salient Characteristics of Dura Grip

• Anti-Slip Surface: Provides a textured finish that significantly reduces slip hazards, meeting ASTM standards for slip resistance.

• Durability: Designed for high durability in marine environments, effectively resisting wear from foot traffic, water exposure, and UV radiation.

• Adhesion: Exhibits strong adhesion to various substrates, including, metal (e.g., aluminum, steel), wood, and fiberglass. Passes adhesion tests as per ASTM D3359.

• Water Resistance: Engineered to be water-resistant, preventing blisters and peeling in wet conditions.

• Quick Drying Time: Dries to the touch within 1-2 hours and achieves full cure within 24 hours.

• Application Methods: Compatible with various application methods, including airless spray, roller, or brush. Ensures even coverage without drips or runs.

• Low VOC Content: Formulated with low volatile organic compounds (VOCs), compliant with EPA regulations.

• Color and Finish Options: Available in various colors, including safety yellow (Color Code:

13538) and gray, to meet safety and aesthetic standards.

• Maintenance: Requires minimal maintenance; surfaces can be cleaned easily using water and mild detergents.

• Compliance: Meets performance standards set by OSHA for workplace safety and EPA for environmental regulations.

Submission Requirements for "Brand Name or Equal"

• Offerors must clearly identify the item as Dura Grip or an "equal" product. Provide the brand name of the product offered.

• Include descriptive literature such as illustrations or drawings to demonstrate compliance with the salient characteristics.

• Clearly describe any modifications to the product to ensure conformity with the solicitation requirements, marking any descriptive material to highlight the modifications.

4.3 Quality Control and Inspection

The COR will perform rigorous inspections throughout the painting process to ensure coating thickness, adhesion, and uniformity meet project specifications. The Contractor must promptly correct any deficiencies identified during these inspections.

5.0 Environmental and Safety Measures

5.1 Safety Zones and Barricades

The Contractor will install safety barricades around the work area to protect park visitors and staff, meeting federal and state safety standards.

5.2 Dust and Debris Containment

The Contractor will use appropriate containment measures during blasting and painting to control dust and debris, ensuring minimal environmental impact. PPE must be worn by all workers to prevent inhalation of dust and fumes in the open-air environment.

5.3 Utilities and Service Interruption

The Contractor will supply their own power and utilities and must not disrupt existing utility services without prior written approval. If any unforeseen utility issues arise, the Contractor must inform the COR immediately.

5.4 Cleaning and Debris Disposal

The Contractor is responsible for cleaning up all debris generated during the project. This includes sweeping, vacuuming, and scraping surfaces to ensure the worksite remains clean and free from contaminants at all times. All waste materials, including blasting media, paint chips, and other debris, must be collected and properly contained to prevent dispersion into the environment. The Contractor will dispose of all waste in compliance with local environmental regulations and provide appropriate waste receptacles on-site to facilitate regular clean-up and removal. Additionally, the Contractor must conduct routine clean-up throughout the project to maintain a safe and orderly work environment.

5.5 Transportation to Disposal Site

The Contractor will transport all waste materials, including blasting debris, paint residues, and other byproducts, to an approved disposal site in accordance with all local, state, and federal environmental regulations. The Contractor is responsible for ensuring that all waste is properly handled, packaged, and transported safely to prevent spillage or leakage during transit. Appropriate vehicles or containers must be used to prevent environmental contamination during the loading, transportation, and disposal processes.

6.0 Compliance and Documentation

6.1 Environmental Protection

The Contractor will implement protective measures to minimize environmental impacts in Mammoth Cave National Park. This includes using soil erosion controls, such as silt fencing and ground covers, to prevent runoff and sediment displacement. Heavy machinery must be restricted from sensitive areas, such as waterways, cave systems, and designated protected habitats. All work must remain within designated project boundaries to avoid unnecessary disruption to the park's natural environment. If any unforeseen environmental impacts arise, the Contractor must immediately take corrective action to comply with federal and park-specific environmental regulations.

6.2 Regulatory Compliance

The Contractor is responsible for maintaining cleanliness at all work and storage sites within the park, ensuring compliance with federal, state, and park-specific regulations. This includes properly managing waste, debris, and hazardous materials to avoid contamination of the park’s natural resources. The Contractor must also adhere to any guidelines provided by the National Park Service (NPS) related to the preservation of park ecosystems, visitor safety, and operational standards for work performed on protected lands.

6.3 Documentation Requirements

The Contractor will keep records, including safety data sheets (SDS) for hazardous materials, records of materials used, and logs of work performed. All documentation must be provided to the COR upon request.

The Contractor must also track actions taken to protect the environment and comply with park regulations.

6.4 Compliance with Safety Standards

The Contractor must ensure that the work complies with OSHA regulations and all applicable safety standards, including the use of appropriate PPE such as gloves, masks, and safety glasses. Proper ventilation must be provided as needed, utilizing natural ventilation where possible to minimize costs while maintaining compliance with safety requirements.

7.0 Project Completion

7.1 Final Inspection and Approval

After the work is completed, the COR will perform a thorough inspection with the Contractor to ensure all tasks have been completed in accordance with the project specifications outlined in this SOW. The inspection will cover all aspects of the project, including surface preparation, painting, environmental protection measures, and adherence to safety protocols. Any deficiencies or incomplete work identified during this inspection must be addressed by the Contractor within 14 days. The Contractor is expected to correct any issues promptly to avoid delays in the project’s final approval and ensure the ferry is fully ready for service.

8. Photos of Ferry

File details come from the government source that posted it. Updated .