SOW_Swing_Gates.docx

STATEMENT OF WORK

REPAIR PERIMETER SWING GATE AT NORTH GATE

PROJECT NUMBER 1007981

12 March 2019

Revision 3

TABLE OF CONTENTS

OBJECTIVE…………………………………………………………………………………..1

SECURITY

PART I – PROJECT SPECIFIC GUIDANCE

1. SCOPE

1.1. PERIOD OF PERFORMANCE: Total period of performance for this project is 90 days (negotiable).

1.2. OBJECTIVE: The Contractor shall design and replace the wrought iron swing gates at the North Gate with an option to design and replace the chain link gates at the Commercial Gate on Dover Air Force Base (AFB), Delaware.

1.2.1 North Gate

A Remove the existing gates. Cut into four foot sections and dispose of at the Dover AFB Recycling Center.

B Provide and install new wrought iron high security gates to match the existing gate dimensions and coatings including the existing colors. Finish shall be factory applied and powder coated to withstand the elements. Each gate half shall be topped by a one foot tall barbed wire outrigger. Each half shall also have foldable bottom extensions to secure the area below the gate halves.

C Provide and install keeper latches and receivers to ensure the swing gates can be secured in both the open and closed positions. The latching system may be designed similarly to the existing latching system.

D Each wrought iron gate shall have an upper and lower channel to all a 3/4 inch diameter wire rope to be pulled through both the top and bottom channel. Loop the wire rope back on itself and properly secure with clamps to form a 2 inch diameter bottom and top loop where the gate halves meet in the center. Secure each wire rope end to a concrete anchor of at least two cubic yards (CY) of concrete buried and topped with topsoil and sod.

E Fabricate a one inch diameter lynch pin from a steel dowel. Ensure lynch pin has a hole in the bottom to accommodate a padlock or cotter pin. Coat pin to match gate color.

F Paint/repaints new parts and reassembled parts to match existing gate color scheme. Do not paint wire rope, clamps, or eye portions of the eye bolts. Color shall be either Eagle Feather Tan or Bald Eagle Brown, as appropriate.

G Bolts and nuts shall be regular heagon-head bolts, ASTM A 307, Grade A; with hex nuts, ASTM A 563; and, where indicated, flat washers.

H Eye Bolts shall be ASTM F 1554, Grade 36. Plain washers: round, carbon steel, ASME B18.22.1.

I Wire Rope Clamps: 3/4 inch wire rope clamp, Type I, galvanized in accordance with (IAW) FS FF-C-450.

J Wire Rope: Provide ¾ inch diameter six strand galvanized cable with 19 wires per strand with an independent wire rope core. Cable shall be manufactured from extra improved plow steel with a breaking strength of 58,800 pounds. Swaged Ends: Terminal, wire rope, swaging fork end and or eye end, galvanized, in accordance with MS MIL-T-6117. Cable shall have a Class A galvanized finish IAW ASTM A 475.

K All cable system components shall meet a breaking strength of 58,800 pounds.

L Provide traffic control or Maintenance of Traffic safety devices throughout the construction to ensure the safety of workers and to provide safe, smooth traffic flow.

M Provide temporary fencing to secure installation at the end of each work day. Temporary fencing shall be Type A - Chain link, 50 mm (2 in) square mesh, woven 9 gauge (3.76 mm or 0.148 in) steel wire fabric, 2.1 m (7 ft) high, surmounted by 3 strands of barbed wire, angled outward at 45 degrees for a total height of 2.4 m (8 ft). Typical uses are for nuclear weapon storage areas, aircraft parking areas, areas containing resources of high mission or monetary value, and as a barrier between flight line activities and cantonment and base or immediately contiguous housing areas. In each instance, except for NATO sites where a coated (metal or vinyl coating) steel wire is used, the steel core is 9 gauge (3.76 mm or 0.148 in), not including the coating. Fencing design is in accordance with AFMAN 32-1084. The fencing will be secured by chain to the existing installation fence and will have either heavy equipment vehicles, jersey barriers, or star barriers employed on both sides of the fence at the conclusion of each day to prevent unauthorized vehicular entry. Suggested method of security must be approved by government prior to execution.

1.2.2 Commercial Gate (Option)

A Remove the existing gates, cut into four foot sections and dispose at the Dover AFB Recycling Center.

B Provide and install new chain link security gates to match the existing gate dimensions and coatings including the existing colors. Finish shall be factory applied and powder coated to withstand the elements. Each gate half shall be topped by a one foot tall barbed wire outrigger. Each half shall also have foldable bottom extensions to secure the area below the gate halves.

C Provide and install keeper latches and receivers to ensure the swing gates can be secured in both the open and closed positions. The latching system may be designed similary to the existing latching system.

D Each chain link gate shall have an upper and lower 3/4” diameter wire rope provided and pulled through the links to become an integral part of the gate. Loop the wire rope back on itself and properly secure with clamps to form a 2 inch diameter bottom and top loop where the gate halves meet in the center. Secure each wire rope end to a concrete anchor of at least 2 CY of concrete buried and topped with topsoil and sod.

E Fabricate a one inch diameter lynch pin from a steel dowel. Ensure lynch pin has a hole in the bottom to accommodate a padlock or cotter pin. Coat in to match gate color.

F Provide temporary fencing to secure installation at the end of each work day. Temporary fencing shall be Type A - Chain link, 50 mm (2 in) square mesh, woven 9 gauge (3.76 mm or 0.148 in) steel wire fabric, 2.1 m (7 ft) high, surmounted by 3 strands of barbed wire, angled outward at 45 degrees for a total height of 2.4 m (8 ft). Typical uses are for nuclear weapon storage areas, aircraft parking areas, areas containing resources of high mission or monetary value, and as a barrier between flight line activities and cantonment and base or immediately contiguous housing areas. In each instance, except for NATO sites where a coated (metal or vinyl coating) steel wire is used, the steel core is 9 gauge (3.76 mm or 0.148 in), not including the coating. Fencing design is in accordance with AFMAN 32-1084. The fencing will be secured by chain to the existing installation fence and will have either heavy equipment vehicles, jersey barriers, or star barriers employed on both sides of the fence at the conclusion of each day to prevent unauthorized vehicular entry. Suggested method of security must be approved by government prior to execution.

1.3. LIMITATIONS:

2. POINTS OF CONTACT (POC):

POC(s) will be provided at the time of contract award.

3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND PROPERTY

A INFORMATION – The Government may provide information in the form of available plans, reports, maps, and drawings as necessary to facilitate accomplishment of the work required in this Statement of Work if available. The Government may furnish electronic copies of available As-Built drawings that are pertinent to the facility involved upon contract award. However, these drawings are not warranted to show conditions as they actually exist. The designer shall field verify the information shown on the As-Built drawings and other information as necessary to produce a quality-designed project.

B EQUIPMENT – None provided.

C MATERIAL – None provided.

D PROPERTY – None provided.

PART II – GENERIC REQUIREMENTS

1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

A Department of Defense specifications and criteria located at http://wbdg.org/ffc/dod.

B Air Force specifications and criteria located at http://wbdg.org/ffc/af-afcec.

C Dover AFB specifications listed below are provided as solicitation/contract attachments or can be found using the web address provided.

(1) Dover Air Force Base Design Guide (Attachment 5)

(2) Dover Air Force Base Standard Specifications (Attachment 6)

(3) Dover Air Force Base Installation Facilities Standards (IFS) is located at http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/dover-afb-ifs.

TABLE OF

DELIVERABLES

Document Title

Delivery

PKA

BCE

Not Used

CONSTRUCTION

Pre-Performance Conference

Within 15 calendar days after Notice to Proceed.

Not Applicable

50% Design Review Meeting

Not Applicable

Within 30 calendar after contract award

The Government will provide review comments within 15 calendar days of receipt of the 100% Design Submittal.

100% Design Review Meeting

Not Applicable

Final “Issued for Construction”, signed and sealed, Design Submittal

Not Applicable

CONSTRUCTION

Pre-Construction Conference

Prior to start of work on site.

Construction Progress Meetings

Weekly.

Within 3 working days after each meeting with minutes by Contractor.

Prior to the start of construction.

Weekly, initiated by Contractor with BCE inspector support and sent to BCE and Contracting via email.

Within 14 calendar days prior to requirement.

Same day as issue or occurrence.

Pre-Final Inspection Report

Performed by BCE. Punchlist/ minutes provided by Contractor.

Final Inspection Report

Performed by BCE.

Within 30 calendar days after final inspection.

Transfer & Acceptance of Military Real Property (DD 1354)

Within 15 calendar days after final inspection.

Within 15 calendar days after final inspection acceptance.

2. TABLE OF DELIVERABLES

3. DESIGN REQUIREMENTS

A Project Management Plan (PMP) – Due within 15 calendar days after contract award.

B Pre-Construction Conference (PRECON) – The Contracting Officer or designated representative shall conduct a Pre-Construction Conference (Precon) at Dover Air Force Base, Delaware. This meeting will involve all stakeholders, allowing the Government and Contractor to discuss a complete overview of the project and any specific concerns. Importantly, a Notice to Proceed (NTP) may be issued at this meeting.

C 100% Design Submittal – Due within 30 calendar days after Pre-Performance Meeting. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:

(1) Table of Contents

(2) Executive summary of the scope of all work

(3) Minutes and sign-in sheets of all meetings pertaining to the development of the design

(4) Previous Government review comments and Contractor responses

(5) Design Analysis (Basis of Design) and appropriate engineering calculations

(6) Design drawings and specifications

(7) Schedule of submittals for material approval.

D 100% Design Review Meeting – Due 30 calendar days after the 100% Design Submittal. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the current design submittal and will include any pertinent issues which could affect future task order progress. The following items shall be covered:

(1) Meeting Attendees and Contact Information

(2) Review and resolution of design review comments

(3) New business

(4) Schedule

E Final “Issued for Construction” Design Submittal – Due within 30 calendar days after 100% Design Review Meeting. Includes signed and sealed final specifications, drawings, and Basis of Design. Submit all items electronically as well as the following hard copies: 1 full size drawing set, 3 half size drawing sets, 2 copies of specifications, and 2 copies of the Basis of Design. Drawing sets should include updated drawings to reflect changes of any systems that have been altered.

4. CONSTRUCTION REQUIREMENTS

A In accordance with (IAW) United Facilities Guide Specifications (UFGS) 01 33 00 Submittal Procedures shall govern construction submittals.

B PERMITS – The Contractor is responsible for all applicable permits, licenses, and certificates required to perform and execute this contract.

C CONSTRUCTION PROGRESS MEETINGS – The Contractor shall perform Construction Progress Meetings with meeting minutes provided to construction team Government representatives. These meetings will include all relevant Base POCs and Government representatives on an as needed basis. The following items shall be covered:

(1) Meeting Attendees and Contact Information

(2) Change Orders

(3) Requests for Information

(4) Material Submittals and Updated Submittal Register

(5) Updated Schedule

(6) Progress Made in Past Period

(7) Project Issues Affecting Future Work Progress

5. CONTRACT ADMINISTRATION REQUIREMENTS

A PROGRESS SCHEDULE, AF FORM 3064 – The Contractor shall prepare and submit, for approval, by the Contracting Officer (CO), a work breakdown structure. The work breakdown structure shall be used to report the cost and schedule status for this project. All tasks required under this type of contract shall be included in the work breakdown structure.

B PROGRESS REPORTS, AF FORM 3065 – The Contractor shall complete biweekly Contract Progress Reports throughout the contract period. The work elements and percentages of the total job identified on the AF Form 3065 shall be identical to the work elements and percentages indicated on the AF Form 3064. Each invoice should be based on the most recent approved AF Form 3065 and will be entered through Wide Area Work Flow (WAWF). The AF Form 3064, AF Form 3065, and invoice shall all cover the same period of time.

C NOTIFICATION REQUIREMENT – The Contractor is required to notify the Contracting Officer and the Project Manager of critical issues that may affect life, health, safety, contract performance, or the environment. Verbal notification should be made immediately followed by written notification as soon as practical.

D TRANSMITTAL FORM – The Contractor is required to use AF Form 3000 Material Approval Submittal as the transmittal form for both design and construction submittals.

E SUBMITTAL FORMAT – Provide submittals in electronic format, with the exception of material samples required for Submittal Description (SD)-04 Samples items. In addition to the electronic submittal, provide three hard copies of design submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use Portable Document Format (PDF) as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature. Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. Provide hard copies of submittals when requested by the Contracting Officer. Up to three additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

6. SECURITY:

A SECURITY INSTRUCTIONS: All personnel employed by the contractor in the performance of this contract, or any representative of the contractor entering the Installation shall abide by all security instructions and directives of Dover Air Force Base.

(1) At the close for each work period, government facilities, equipment and materials shall be secured, lights, heat and water turned off and all doors and window secured.

(2) The contractor and, as applicable, subcontractor shall not employ persons for work on this contract if such employee is identified as a potential threat to the health, safety, security, general wellbeing or operational mission of the Installation and its population, nor shall the contractor or subcontractor employ persons under this contract who have an outstanding criminal warrant as identified during the Criminal Background Check (CBI).

(3) Contractors shall ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Employees and subcontractors later found to be undocumented workers will be remanded to the proper authorities.

(4) All contractors and subcontractors when working in a Controlled, Restricted or other sensitive areas must be escorted at all times while. The military agency or unit responsible for the project is responsible for providing the escorts. The Contractor shall follow existing procedures and instructions for obtaining entrance to restricted or controlled areas.

B CONTRACTOR BADGE POLICIES: All requests for contractor badges will be submitted through the 436th Contracting Squadron (436 CONS) and/or the requesting agencies base point of contact. 436 CONS or base point of contact will then complete an Operational Risk Management Assessment Form (ORM) for the requesting agency and submit it to the 436 SFS Pass and Registrations section for approval in accordance with Operation Plan (OPlan) 31-101. As a minimum the ORM will be submitted 10-days prior to the requested date of employment. At no time will a contractor contact 436 Security Forces Squadron (436 SFS) directly regarding badge denial.

(1) All contactor employees requesting unescorted access to the Installation are required to consent to a Criminal Background Investigation (CBI) prior to being granted entry to the Installation. Continued employment is contingent upon successful completion and favorable reporting of the CBI.

(2) Dover Air Force Base (DAFB) Contractor badges will be issued for a maximum period of one year. Prior to reissuing new badges, all old badges must be returned to 436 SFS, Pass and Registration for destruction. Prior to reissuing a badge an ORM must be resubmitted to the 436 SFS Pass and Registration section for approval. In the event a badge is lost or stolen, immediately contact the 436 SFS, Pass and Registration office. The badge holder must accomplish theLoss/Theft of Identification Worksheet and provide it to his/her supervisor. The supervisor of the contractor will investigate the loss and report in writing the circumstances in which the badge was lost to the 436 CONS and 436 SFS, Pass and Registration office. A new request for a badge must be completed prior to a new badge being reissued.

(3) The 436 CONS or base POC will immediately notify 436 SFS, Pass and Registration when a contractor’s employment has been terminated. The Site Supervisors are responsible for notifying and returning the contractor’s badge to 436 SFS Pass and Registration when this occurs.

C INSTALLATION ACCESS: The contractor shall obtain personal contractor identification badge for all employees and vehicle passes for all contractor and personal vehicles requiring entry onto DAFB from 436 SFS, Pass and Registration, for the duration of the contract.

(1) Employees are only permitted to enter the Installation during the date and time periods indicted on their contractor badge. Vehicle registration, proof of insurance and a valid driver’s license must be presented for all vehicles while operating on the Installation. All vehicles entering the DAFB Main Base, Military Family Housing or sensitive areas are subject to search. Any refusal or non-consent by an employee will result in termination of their base access and immediate confiscation of this access badge.

(2) During Force Protection Condition (FPCON) Normal and Alpha, personnel without base issued badges must be sponsored onto the installation.

(3) During FPCON Bravo, Charlie and Delta, personnel without base issued identification shall be physically escorted onto the installation.

(4) During Higher FPCONs (Charlie and Delta) the base will normally curtail non-essential operations/functions; access by non-essential Contract operations will be suspended as the direction of the Installation Commander.

(5) Department of Defense (DoD) contractors or subcontractors without a Common Access Card (CAC) or who do not have access to a government Non-classified Internet Protocol Router Network (NIPRNET) computer performing construction on the installation should consider completing Anti-Terrorism (AT) Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the― Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html IMPORTANT: The standalone course MUST be completed on the computer in which it is started. Course progress is not transferable between computers. The standalone course does provide a completion certificate but will not be tracked on JKO and no record will be maintained. AT Awareness Level I Training should be provided by the requiring unit after contract award or the sponsoring organization.

D FLIGHTLINE DRIVING: Not applicable for this project.

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