Appendix B - Description of Work.pdf

XLWU 23-4039

Appendix - A

March 26, 2024

APPENDIX - A

DESCRIPTION OF WORK

For

REQUEST FOR PROPOSAL

CONSTRUCT ATFP FENCE, LOUISIANA

BRIDGE

TYNDALL AFB FLORIDA

FOR PROJECT XLWU 23-4039

Contents

1.0 SCOPE

1.1 PURPOSE

1.2 GENERAL:

1.3 OTHER REQUIREMENTS:

1.3.1 Inspections

2.0 SUMMARY OF WORK

3.0 (POCS)

3.1 POCS WILL BE COORDINATED THROUGH THE CO

3.2 CONTRACTING OFFICER AUTHORITY:

3.3 GOVERNMENT PROJECT MANAGER (PM):

3.4 GOVERNMENT CONSTRUCTION QUALITY ASSURANCE:

1.0 SCOPE

1.1 Purpose

A. The purpose of the Tyndall Air Force Base (TAFB) project XLWU 23-4039, CONSTRUCT ATFP FENCE, LOUISIANA BRIDGE, is comprised of construction of an anti-terrorism force protection (ATFP) fence on Tyndall AFB and the related disciplines of work as specific tasks in Scope of Work (Appendix A). The area being fenced is tie-in for the base perimeter fence at the four (4) quadrants surrounding the Louisiana Avenue Bridge (Overpass). Work includes demolition of FDOT fencing that provides a non-ATFP perimeter.

A. This task order delivery method is construction only. The Contractor shall be responsible for providing all labor, equipment, tools, materials, and services necessary to complete the project within the allotted timeframe.

B. This project has an estimated period of performance from Notification to Proceed (NTP) through completion and turnover of the facility back to the Government for mission operations of 100 calendar days.

1.2 General:

A. Field Changes: The Contractor and the Government may agree to perform a no cost field change. Field changes are made when the change appears to be mutually beneficial to all parties and would not require changing the negotiated items. All field changes must be approved by the CO prior to execution. Only the CO may authorize field changes or deviations from the SOW.

B. Quantities and Measurements: All quantities, square footage, linear footage, etc. are estimated to assist contractor in determining scale and scope of this project.

Contractor is responsible to verifying and calculating his own quantities for his proposal and estimates do not relieve contractor from providing required quantities and cost to successfully complete project. For example, measurements for drywall and painting is a square footage for the room versus the actual wall square footage.

Contractor shall provide all calculations, and quantities for government review/approval.

1.3 Other Requirements:

A. Refer to the SOW for other requirements.

1.3.1 Inspections

The Contractor shall advise the Government 48 hours before performing any concrete pouring, backfilling, wall covering. or test operation that will encase or cover his work. For soil compaction tests, a minimum of 72 hours notification shall be required.

2.0 Summary of Work

The scope, specification, and details of the required ATFP fence is illustrated in Appendix

B of the SOW. The pathway is as follows:

1. The northwest quadrant of the intersection shall receive a cable rated fence complete with deadman anchors on both ends and bollards, per UFC 4-022-03, where cabling is prohibited. Fence to run north from the bridge/overpass wall to the existing perimeter fence. Match/align the north end of the new fence with the end/stop point of the existing fence as shown in Appendix B.

2. The northeast quadrant of the intersection shall receive a cable rated fence complete with deadman anchors on both ends and bollards, per UFC 4-022-03, where cabling is prohibited. Fence to run north from the bridge/overpass wall to the existing perimeter fence. Match/align the north end of the new fence with the end/stop point of the existing fence as shown in Appendix B.

3. The southwest quadrant of the intersection shall receive a cable rated fence complete with deadman anchors on both ends and at the 90-degree turn. Bollards will be installed per UFC 4-022-03 where cabling is restricted. This fenceline will become an extension of the existing fence as shown in Appendix B. Tie the west end into the post where the existing fence angles southeastward to the Louisiana Avenue gate.

4. The southeast quadrant of the intersection shall receive a cable rated fence complete with deadman anchors on both ends and at the bend. Bollards will be installed per UFC 4-022-03 where cabling is restricted. Match the east end/stop point of the existing fence as shown in Appendix B.

5. Demolition of the FDOT fence shall follow new construction at each quadrant as shown in Appendix B. TAFB perimeter must be secure at all times. No openings shall be left in perimeter fence during non-construction hours including lunch, breaks, etc.

6. Demolition of the ATFP fence within the southwest quadrant shall follow new construction as shown in Appendix C. TAFB perimeter must be secure at all times.

No openings shall be left in perimeter fence during non-construction hours including lunch, breaks, etc.

7. At each of the four fencelines, the new fence will be positioned immediately adjacent to the wall sections of the FDOT bridge/overpass. This will be a stand-alone end point. Anchoring into the FDOT bridge/overpass wall structure will not be permitted.

3.0 (POCs)

3.1 POCs will be coordinated through the CO.

3.2 Contracting Officer Authority:

CO, the term used herein, does not include any representative not acting within the scope of his/her authority. Notwithstanding any of the provisions of this contract, the CO shall be the only individual authorized to in any way amend or modify the terms of this contract.

3.3 Government Project Manager (PM):

Steve Jackson, 325CES/CENM

3.4 Government Construction Quality Assurance:

Gary Stephenson, 325CES/CENM

END OF DOCUMENT