W911SA23B2006 Attachment 6 Treatment Dr and Finch Ave SOW.pdf

July 2022 Repair Treatment Dr. & Finch Ave.

Scope Of Work - 1

SCOPE OF WORK

ASPHALT PAVING IDIQ FY23-FY26

Seed Project, Repair Treatment Drive and Finch Avenue, Fort McCoy, WI W.O # 3020

FILE # 47-018-2018

Contractor shall provide all tools, labor, equipment, supervision, transportation and materials necessary to Repair Treatment Drive and Finch Avenue, Fort McCoy, Wisconsin, per the attached drawings and the contract specifications. Work is to be done in accordance with all existing Federal, State and local codes.

1. Contractor shall provide all tools, labor, equipment, supervision, transportation and materials necessary to repair Treatment Drive and Finch Avenue from State Highway 21 to Western Installation Boundary on Fort McCoy, Wisconsin, per the attached drawings. Work is to be done in accordance with all existing Federal, State and local codes.

2. Saw cut and mill pavement areas to be repaired. Coordinate with DPW to saw cut adjacent asphalt and concrete areas as needed to provide a proper sealed joint. Other existing concrete drives, entrances, or other concrete surfaces shall not be disturbed.

3. Existing wear course on Treatment Drive from Hwy 21 through the intersection of Ski Hill Drive is approximately 24’-0” wide. Excavate shoulder areas three feet beyond pavement on both sides, and taper gravel, or adjust to the road condition as allowed. Prepare existing road base, provide six inches of compacted gravel base course on top of compacted milled paving, two inches of asphalt binder, two inches of asphalt wearing course and minimum 3-foot wide compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade wherever possible. Roads will not require striping.

4. Existing wear course on Finch Avenue is approximately 22’-0” wide. Roadway width at Town of LaFayette boundary with Fort McCoy is approximately 20’-0”. Make proper transition to Town of LaFayette paved surface. Excavate shoulder areas 2’-0” beyond pavement on both sides, and taper gravel or adjust road condition as allowed. Prepare existing road base, provide 6 inches of compacted gravel base course on top of compacted milled paving, two inches of asphalt binder, two inches of asphalt wearing course and minimum 2-foot wide compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade wherever possible. Road will not require restriping.

5. Remove three turnouts, culverts and road base material from Treatment Drive to fenceline at the Recycling Center as shown on the drawings. Restore road ditches to existing slope and elevation and provide seeding for disturbed areas.

6. Remove and replace culvert at cemetery driveway and provide a 10’-0” x 10’-0” paved turnout with minimum 2’-0” compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade.

7. Replace turnout at Ski Hill Drive approximately 100’ x 24’ with minimum 3’-0” compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade.

8. Provide new turnout at Firefly Road approximately 100’ x 24’ with minimum 3’-0” compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade.

9. Provide new turnouts at military vehicle turnaround point at boundary with town of LaFayette with minimum 2’-0” compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade.

10. Provide a new turnout at the gravel road entrance to the tactical training base located along Finch Avenue with minimum 2’-0” compacted gravel shoulders tapered at no steeper than 4-1 pitch down to existing grade.

11. Recycle, dispose or stockpile materials as directed by the COR.

July 2022 Repair Treatment Dr. & Finch Ave.

Scope Of Work - 2

12. Pave areas as shown on the attached drawings provided.

13. The Contractor shall provide and pay for on-site containers and disposal fees for waste materials, debris, and rubbish. These materials, debris, and rubbish shall be disposed of in a licensed sanitary landfill off of Fort McCoy in accordance with State of Wisconsin regulations.

14. Various materials shall be recycled at sites located at Fort McCoy, Wisconsin or other licensed recycling facilities. These materials include concrete, mixed paper, and cardboard.

The Contractor shall separate all recyclable materials and haul them to the various sites designated at Fort McCoy or other licensed recycling facilities. Other materials shall be separated and hauled to recycling or disposal centers off of Fort McCoy at the Contractor’s expense.

15. The Contractor shall submit reports to the Contracting Officer quantifying the total pounds of hazardous, universal, recycled, and non-regulated waste disposed of during the duration of the contract. Contractor shall also submit where these materials are disposed at.

16. Reporting shall be specific to the month in which waste was disposed of and separated per waste type for Fort McCoy’s reporting requirements.

17. Reporting for recycled waste shall also be specific to how much revenue the Contractor received for each type of recycled material.

18. The Contractor shall submit a safety plan to the Contracting Officer prior to any work commencing. All work shall comply with all appropriate OSHA regulations and standards pertaining to the type of work being performed.

19. The Contractor shall provide all warranty information to the Contracting Officer prior to inspection. This shall include all as-built drawings, serial numbers, and model numbers, if applicable.

PHYSICAL SECURITY STATEMENT

1. Access and General Protection/Security Policy and Procedures. This provision/contract text is for contractor employees with an area performance as defined by AR 190-13, UFC, and local standard operating procedures (SOP), will add the following language in the PWS. “The contractor and all associated subcontractors’ employees shall provide all information required for background checks to meet installation access requirements to be accomplished by Director of Emergency Services Physical Security Office or the Visitor Control Center (VCC) building 35. The contractors will be required to comply with all AR 190-13 requirements and any other policy and procedures pertaining to the security of the installation. The work area must remain secure when no work is being performed.

Contractor workforce must comply with all personal identity verification requirements (FAR Clause52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA, and/or local policy. The contractor an all associated subcontractors’ employees shall also comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014- 05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes. The Government may require monthly participation in the Installation Random Antiterrorism Program”.