Statement_of_Work.pdf

21-Jan-2026

SECTION 01 10 00

DIVISION 01 – SCOPE OF WORK (SOW) SHORT FORM GENERAL REQUIREMENTS

PART 1 – GENERAL TIMU Improved Grading of Un-Paved Roads/Parking Areas

ITEM 1 – DESCRIPTION OF WORK

1.1 Background

This project consists of improving, reclaiming, grading, crowning, and compacting existing unpaved roadways and a parking area within Timucuan Ecological and Historic Preserve (TIMU), Florida. The work is intended to restore proper surface profile, improve load-bearing capacity, enhance drainage performance, and extend the service life of the existing aggregate road surfaces through the addition of Crush and Run Recycled Road Base.

The existing roadways and parking areas are currently surfaced with approximately 4 inches of crush and run aggregate and remain serviceable but require renourishment and regrading due to traffic wear, rutting, and loss of crown. There are no storm drainage structures present at either location; therefore, surface grading and crowning are critical to ensure positive drainage and prevent ponding.

1.2 Work Covered by the Contract Documents

Project Locations:

1. Theodore Roosevelt Area (TRA) (FBMS Delivery Address 12517618) 13175 Mt Pleasant Rd Jacksonville, FL 32225

2. Cedar Point Boat Launch (FBMS Delivery Address 12517620) 9023 Cedar Point Rd Jacksonville, FL 32226

Work under this contract includes, but is not limited to, the following:

1. Furnish and place Crush and Run Recycled Road Base at both locations in the quantities required to achieve a final compacted depth of approximately 7 inches, consisting of the existing 4-inch base plus an added 3-inch (0.25 ft) compacted lift.

2. Provide all labor, supervision, equipment, materials, hauling, and incidentals necessary to complete the work.

3. Utilize road reclaiming or pulverizing equipment to stabilize and rework the existing aggregate base prior to placement of new material, ensuring uniform blending and bonding between lifts. Tree roots maybe encountered and will be cut out/removed as needed.

4. Grade roadways to achieve a 4% crowned cross-slope and grade parking areas to a gentle, uniform slope to promote natural runoff away from travel lanes and parking stalls.

5. Compact all aggregate materials to industry standards for unpaved road construction, achieving a dense, stable driving surface.

6. Perform work without removal or disposal of existing aggregate material.

7. Maintain safe public access at the Theodore Roosevelt Area during construction activities. Cedar

Point Boat Launch will be closed to traffic.

8. Clean work areas daily and remove all construction debris from the site upon completion.

Basis of Quantities (Cedar Point Boat Launch):

• Total Area: 30,200 SF

• Added Depth: 3 inches (0.25 ft)

• Calculated Aggregate:

30,200 SF × 0.25 ft ÷ 27 = 280 CY

• Allowance for compaction, shaping, and loss (10%):

≈ 310 CY

Basis of Quantities (Theodore Roosevelt Area Roadway):

• Road Area: 19,400 SF

• Added Depth: 3 inches (0.25 ft)

• Calculated Aggregate:

19,400 SF × 0.25 ft ÷ 27 = 180 CY

• Allowance for compaction, shaping, and loss (10%):

≈ 200 CY

Period of Performance:

Work shall be completed between June 8 and July 10, inclusively in accordance with the approved schedule and Notice to Proceed.

All work shall be performed under a firm fixed price service contract.

ITEM 2 – EXISTING UTILITIES

2.1 No known utilities are present within the roadway or parking area work limits.

2.2 Contractor shall exercise caution during grading and reclaiming operations. If any unknown utilities are encountered, immediately stop work in the affected area and notify the Contracting Officer (CO) and Contracting Officer’s Representative (COR).

2.3 Any damage to utilities caused by the Contractor shall be repaired at no additional cost to the Government.

ITEM 3 – CONTRACTOR’S USE OF PREMISES

3.1 Conduct of Operations

Contractor will conduct all operations in compliance with National Park Service regulations, Park rules, and the specifications of the contract documents. Public inconvenience shall be minimized at all times.

Public access must be maintained at the Theodore Roosevelt Area. Traffic control measures, including cones, signage, and flaggers, shall be provided as necessary in accordance with MUTCD standards.

3.2 On-Site Work Hours

Normal working hours shall be 7:00 a.m. to 4:30 p.m., Monday through Friday (Less Holiday(s), unless otherwise approved by the CO or COR.

3.3 Limits of Site Disturbance

• Disturbance shall be strictly limited to existing roadways and parking areas.

• No expansion of roadway width or parking footprint is permitted.

• No excavation beyond the required depth for aggregate placement is authorized.

3.4 Storage and Staging Areas

Temporary staging areas, if required, will be designated by the NPS. Contractor shall confine all material storage, equipment parking, and operations to approved areas only.

3.5 Environmental Protection

• No storm drains exist; therefore, grading shall be performed to ensure sheet flow and natural runoff.

• Prevent migration of aggregate material into adjacent vegetated or natural areas.

• Equipment shall be clean and free of soil, seeds, or vegetative matter prior to entering the site.

3.6 Housekeeping

Maintain a clean, orderly site. Remove excess aggregate, packaging, and debris daily. Park dumpsters shall not be used.

ITEM 4 – COMMENCEMENT, PROSECUTION, AND COMPLETION

Contractor shall commence work upon issuance of the Notice to Proceed and shall prosecute the work diligently to achieve completion within the approved period of performance.

ITEM 5 – EXAMINATION OF THE SITE

Contractor acknowledges familiarity with site conditions, access routes, and existing roadway configuration.

No additional compensation will be allowed for conditions that could have been observed prior to bidding.

ITEM 6 – ABBREVIATIONS

Applicable standards include but are not limited to:

• OSHA 29 CFR 1926

• ASTM D698 / D1557 – Soil Compaction

• ASTM D2940 – Graded Aggregate Base

• MUTCD – Traffic Control

• NPS Reference Standards

ITEM 7 – ACCIDENT PREVENTION

Submit a site-specific Accident Prevention Plan (APP) in accordance with OSHA 29 CFR 1926.

• Conduct weekly toolbox safety meetings.

• Require appropriate PPE at all times.

• Maintain first aid supplies and emergency contact information on site.

ITEM 8 – PRECONSTRUCTION CONFERENCE

A preconstruction conference may be required at the discretion of the Contracting Officer. Contractor attendance is mandatory if scheduled.

ITEM 9 – SUBMITTALS

Submit the following prior to mobilization:

1. Construction schedule

2. APP

3. Aggregate product data and source certification

4. Equipment list (including reclaimer, grader, compactor)

5. Traffic control plan for Theodore Roosevelt Area (Roadway must remain open to traffic)

ITEM 10 – TEMPORARY SERVICES

Contractor shall provide all temporary services, including equipment, water for compaction, fuel, and sanitary facilities, necessary to complete the work.

ITEM 11 – PROJECT CLOSEOUT

11.1 Final Cleaning

Remove all equipment, surplus materials, and debris from the site.

11.2 Final Inspection

Request final inspection upon completion. Correct all punch list items within the timeframe directed by the

CO.

11.3 Final Acceptance

Final acceptance will be issued upon satisfactory completion of all work and submission of required documentation.

11.4 Warranty

Provide a one-year construction warranty from the date of final acceptance covering workmanship and material performance.

PART 2 – PRODUCTS

NOT USED

PART 3 – EXECUTION

NOT USED

END OF SECTION