SOW_INSTALL_FORCE_PROTECTION_2018.pdf

118th Wing SECTION 01000 Nashville, Tennessee Statement of Work

BKTZ -182011 9 July 2018

STATEMENT OF WORK

INSTALL FORCE PROTECTION 2018

BERRY FIELD, NASHVILLE, TENNESSEE

GENERAL

The work covered by this Statement of Work (SOW) consists of furnishing all labor, equipment, and materials to install 15 Bollards, 4 Gates and 5 Bollard storage racks.

The work location is the 118th Wing, Nashville, Tennessee. Contractor shall be fully responsible for compliance with all base, local, state, and federal environmental/occupational safety laws, rules and regulations that apply. The contractor shall follow life and safety codes, and take necessary actions to avoid conditions which may be hazardous to the health and safety of base personnel. The Contractor is responsible for all permits associated with the project.

1.1 PERFORMANCE PERIOD

The performance period for this project is 90 calendar days.

1.2 PROJECT DESCRIPTION

A. Scope of Work: Contractor will perform all work as described herein. Work includes but is not limited to:

i. The contactor will be responsible for installing 15 bollards,5 storage racks and four swing gates. The Contractor shall be responsible on work sites to prevent debris from entering adjacent areas and clean the work sites before leaving each day. The Contractor shall also provide traffic safety cones and steel traffic mats for open holes left in Pavement areas, when Contractor is not on duty or when working in other site locations to allow traffic movement thru the area.

ii. The contractor shall install 15 Heavy Duty Maxi-Force removable Lockable Steel Bollards and or equal as shown on plan drawings. Each augured filled hole shall be filled with 3500 psi concrete with no admixtures and will not be less than 16 inches and not greater than 24 inches in depth. Each bollard shall be spaced on center as shown in plan drawings. The bollards shall be traffic safety yellow in color.

iii. The Contractor shall install 15 Heavy Duty Maxi-Force Permanent Steel Bollards or equal as shown in plan drawings. Each augured filled hole

118th Wing SECTION 01000 Nashville, Tennessee Statement of Work

BKTZ -182011 9 July 2018

Shall be filled with 3500 psi concrete with no admixtures. Each bollard is to be filled also with 3500 psi concrete. Each bollard shall be spaced on center as shown and color shall be traffic safety yellow.

iv. The Contractor shall install Five Lockable Bollard Storage Racks to be located adjacent to each removable bollard site location. Each storage rack shall be constructed as per plan drawings and manufacturers requirements.

Color shall be traffic safety yellow.

v. The Contractor shall install four swing gates as shown per plan drawings.

Contractor shall follow all manufacturers requirements for installation.

Contractor shall apply one primer coat and two coats of paint to match existing exterior Base wide colors . Shop drawings of gate shall be supplied to COTR by Contractor prior to installation and COTR shall determine location of gate prior to installing.

vi. The Contractor will remove all work related debris and dispose of it off Base property

vii. The Contractor shall field verify all measurements associated with project.

viii. All work will be performed in accordance with all Local, State and Federal Codes.

SECTION 01000

Statement of Work

9 July 2018

118th Wing Nashville, Tennessee

BKTZ -182011

1.3 REFERENCE 2.B

1.3.1 In general, all technical specifications are provided within the Construction Documents however, in the event any project element is not covered in the specifications provided, the contractor should refer to the Specification Hierarchy for direction related to the element.

1.4 SPECIFICATION HIERARCHY

1.4.1 The specification hierarchy is the collection of technical specification to be used for all projects. The contractor should refer to the specifications provided in the Construction Documents first before moving to the next technical specification listed in the specification hierarchy. The hierarchy is listed in the order of precedence (i.e. “A” supersedes “B”). The hierarchy is as follows:

1. Specifications provided with Construction Documents.

2. Base Standard Specifications.

1.5 SECURITY REQUIREMENTS

1.5.1 Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1.6 CONTRACTOR MANPOWER REPORTING

1.6.1 Contractor Manpower Reporting (CMR):

The contractor will report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for Air Force collection site.

The contractor is required to completely fill in all required data fields using the following web ad-dress: https://afcmra.hqda.pentagon.mil/

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data must be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at http://www.ecmra.mil/.

Unit Identification Code (UIC) for the Requiring Activity: L41CFMNV https://afcmra.hqda.pentagon.mil/ http://www.ecmra.mil/

SECTION 01000

Statement of Work

9 July 2018

118th Wing Nashville, Tennessee

BKTZ -182011

Issuing Office DoDAAC: W912L7

PART 2

Deliverable Schedule The contractor deliverable has one time period with one acceptable threshold for that deliverable.

Deliverable Time Period Deliverable Threshold

25% End of day 22 Complete auguring holes for gates &bollards.and base for racks.

50% End of day 45 Complete installation of bollards, gates & bollard storage racks.

75% End of day 67 Complete installation of gates, bollards &painting.

100% End of day 90 Project 100% inspected and complete.

'End of Statement of Work’