Appendix A - Statement of Work.pdf

STATEMENT OF WORK

Equipment Storage Remote Facility B9545

TYNDALL AFB FLORIDA

PROJECT NEMBER: XLWU204011

20 Aug 2020

1.0 INTRODUCTION

The work to be performed under this Request for Proposal (RFP) shall be performed utilizing this Statement of Work (SOW) contained therein. This is a design-build requirement for repair of the facility 9545 roof, exterior, and interior damage.

All work and design shall be performed in-accordance with (IAW) Federal Acquisition Regulation (FAR), Case 96-315, Value Engineering, and are to minimize government cost and not performed unrequired work.

The Contractor and/or their Sub-Contractor(s) must submit with their proposal(s), descriptions for their work/task(s) and/or proposed work/task(s) for the government to review. The descriptions must be clearly written so the government can review/compare to the SOW. The government list of qualities founded in the SOW, are strictly estimated amounts, used by the government to prepare an independent government estimate (IGE), the contractor shall determine qualities base on their evaluation and analysis. The contractor proposal shall include enough information so the government can determine their labor hours, equipment, and material quantities, and material /equipment type(s), proposed will meet the requirements of the SOW. If the contractor plans to propose something that exceeds and/or reduce the government SOW requirements, it must be clearly indicated in their proposal. If available, it is recommended that the equipment installation manuals be utilized (reference) in the proposals by the Contractor and/or theirs Sub- Contractor(s).

2.0 SCOPE OF WORK

This Statement of Work (SOW) sets forth the requirements for an SR&M Acquisition RFP contract site specific design and construction effort at Tyndall AFB, Florida. Refer to Attachment XLWU20401- 9545 Equipment Storage Site.ppt. It is important to note that there are no utilities (water, electric, gas, sewage) on the site and the site is locate in an environmental sensitive area. The Contractor shall provide a design and construct these specific requirements as part of this RFP to include:

Summary: The summary of work for the following facilities is from visual inspections and may not include the total scope of work.

The contractor shall demo & replace building 9545 Heavy Equipment Storage Faculty damaged by Hurricane Michael. The facilities shall be in full compliance with Unified Facilities Criteria (UFC) 1- 200-01, the DoD Building Code, TAFB facility standards, and the portions of the Florida Building Code that contain the High Velocity Hurricane Zone (HVHZ) provisions. TAFB shall utilize the Miami-Date County High Velocity Hurricane Zone Codes.

Replace building with a block constructed storage building. The estimated dimension is 14’ H x 40’ L x 30’ W. No office space is required, the contractor shall install two (2) 12’ x 15’ roll up doors, and one (1) personnel door. Use the existing concrete slab and install footer. The interior shall have lighting with an exterior generator hookup to the main distribution panel. The exterior of the facility structural metal roofing system must be grounded at each of the two corners, with a minimum of 10’ copper rods with copper conductors.

Conducting design activities includes creating and updating drawings consistent with DoD and Air Force standards, leading project stakeholders through a design charrette, and providing a complete design package with submittals at the 35%, 100% design for construction (start of construction) and the 100% (as-built – completed design) design levels. The estimated period of performance is 217 days.

All quantities, square footage, linear footage, etc. are estimate 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. Contractor shall provide all calculations, and quantities for government review/approval.

All work shall be constructed to professional standards. Contractor shall adhere to following guidance during design and construction phases of this project: AFH32-1084, USPS Standards and Requirements, ASHRE, Uniform Building Codes, UFC 3-600-01, those sections of the Southern Standard Building Codes not incorporated in the UBC/IBC for our respective area, National Fire Protection (NFPA 101), Air Force Standards, DOD Directives, ACC Supplements, Florida State Statues, UFC’s, and Tyndall Air Force Base Facility Excellence Plan (Base Regulations), NEC, OSHA Requirements, EPA Regulations, and any related ADA Compliance Requirements.

No government furnished labor, material, and/or equipment will be provided.

3.0 REFERENCES (APPLICABLE PUBLICATIONS)

A. In addition to adhering to the previous guidance, the Contractor shall review and adhere to the most resent version of the code criteria but not limited as applicable to the following:

UFC 1-200-01 The DoD Building Code UFC 1-200-02 High Performance and Sustainable Building Requirements UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Standard UFC 1-300-08 Criteria for Transfer and Acceptance of DoD Real Property UFC 3-101-01 Architecture UFC 3-110-03 Roofing UFC 3-110-04 Roofing Maintenance and Repair UFC 3-190-06 Protective Coatings and Paints UFC 3-250-08FA Sealing Joints and Cracks UFC 3-301-01 Structural Engineering UFC 3-310-04 Seismic Design for Buildings UFC 3-400-02 Design: Engineering Weather Data UFC 3-401-01 Mechanical Engineering UFC 3-410-01 Heating, Ventilating, and Air Conditioning UFC 3-410-02 Direct Digital Control for HVAC UFC 3-410-04 Industrial Ventilation UFC 3-420-01 Plumbing Systems UFC 3-430-09 Exterior Mechanical Utility Distribution UFC 3-450-01 Noise and Vibration Control UFC 3-500-01 Electrical Engineering UFC 3-520-01 Interior Electrical Systems UFC 3-530-01 Interior and Exterior Lighting and Controls

UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-560-01 Electrical Safety O&M UFC 3-570-01 Cathodic Protection UFC 3-575-01 Lightning and Static Electricity Protection UFC 3-580-01 Telecommunications Interior Infrastructure UFC 3-600-01 Fire Protection Engineering for Facilities UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings UFC 4-010-05 Sensitive Compartmented Information Facilities UFC 4-021-01 Mass Notification Systems UFC 4-021-02 Electronic Security Systems ASCE 7-10 Wind Loads AFI 32-1065 Grounding System ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality ASHRAE 90.1 Energy Standard for Bldgs. Except Low-Rise Residential ASHRAE 100 Energy Conservation in Existing Buildings ASHRAE 111 Testing, Adjusting, and Balancing of Building HVAC Systems ASHRAE 180 Inspection & Maintenance Commercial Bldg. HVAC Systems ASHRAE 202 Commissioning Process for Buildings and Systems ASHRAE Guide 4 Prep of Operating and Maintenance Documentation EM 385-1-1 USACE Safety and Health Requirements Manual FAR Federal Acquisition Regulations FS 553 Florida Building Code IBC 2018 International Building Code, 2018 Edition IMC International Mechanical Code IPC International Plumbing Code NEBB Standards for Whole Building Systems Commissioning NFPA 13 Standard for the Installation of Sprinkler Systems NFPA 70 National Electric Code NFPA 72 National Fire Alarm Code NFPA 101 Life Safety Code NFPA 780 Standard for the Installation of Lightning Protection System SMACNA Guides Sheet Metal & Air Conditioning Contractors’ National Assoc.

TAFB FEP TAFB Facility Excellence Plan TAFB IFS TAFB Installation Facility Standard

3.1 The specifications and standards of the issues listed, including amendments, addenda and errata, but referred thereafter by basic designation only, form a part of these specifications to the extent required by the references thereto. The latest edition of a standard applies. If there is a conflict between other codes or standards, the Air Force AFI ETL or UFC will take precedence.

The Contractor shall design and construct all the required electrical for the facilities lightning protections systems IAW with Air Force ETLs, UFCs, NEC, and NFPA Codes and Standards for design and installation of fire suppression system. The Contractor shall design the electrical surge protection device(s) (SPD) system required on all lightning protection systems.

3.2 The Contractor shall perform all work IAW with AFI, ETL, UFC and industry standards. Compliance with AF UFCs is mandatory. If the Contractor determines that the work cannot be performed and/or included in the SOW IAW with ETL’s/UFCs or industry standards, the Contractor shall notify the Tyndall AFB POC listed in this document in writing immediately before award of the contract. Otherwise, the Contractor shall be responsible for the required work. Many applicable compliance documents are authorized by DoD MIL-STD-3007F, and are available through the Government-sponsored Whole Building Design Guide located at https://www.wbdg.org/

If there is a conflict between these codes, regulations specifications, and/or guidance documents, the most stringent requirements shall apply, as determined by the CO through the Request for Information (RFI) process. These listed documents do not relieve the Contractor from complying with other required regulatory documents not listed.

The Contractor shall ensure that all facility systems under construction or renovation comply with codes current as of the date of contract award.

3.3 Reference Construction

The Contractor shall identify and comply with all applicable federal, state, and local laws; statutes;

Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies. The contractor shall comply with the National Institute of Building Sciences’ Whole Building Design Guide Construction Criteria Base (CCB) Unified Facility Criteria (UFC) and all of the related libraries. The primary criteria are the Air Force Criteria from the Documents Library, but other agency criteria may be directed for use, depending on the customer agency for a particular TO. The Unified Facilities Guide Specifications (UFGS) is the mandatory starting point for all specifications, and shall not be deleted, materially modified, or made less stringent without Government approval. It is the contractor’s responsibility to identify and comply with all applicable requirements. It shall be the contractor’s responsibility as the Designer of Record (DOR) to identify any design/construction criteria waivers that are warranted for the contract and to accomplish all necessary coordination activities necessary to obtain approval of these proposed waivers through the Contracting Officer (CO), and/or Project Manager (PM).

In addition, the contractor shall refer to and comply with the current versions of the Department of Defense Policy and Guidelines for Acquisitions Involving Environmental Sampling or Testing and The United States Air Force Construction Management Implementation Guide as well as the latest version of The USAF Project Manager’s Guide to Design and Construction. Base-specific documents are identified in the attached appendices.

All construction must be in compliance with all Public Laws (P.L.), Executive Orders (E.O.), and Code of Federal Regulations (CFR), Department of Defense Instructions (DODI) and Department of Defense Directives (DODD) or other higher authority documents as applicable, as listed in MIL-STD-3007F Appendix B.

4.0 DESIGN

4.1 This project shall include a design phase in which the Contractor shall evaluate specific requirements presented in this SOW, sketches provided by government and site visit. Contractor shall field verify all conditions and dimensions to provide design. The Contractor shall submit a full design for approval by the Government prior to start of construction. The design shall be submitted at initial/preliminary design stage (35%) for review comments and changes prior to submission of the hundred percent (100%) for construction, and hundred percent (100%) completed/final design (as-builds).

4.1.1 Site Visits: All site visit schedules shall be in coordination with the 325 CES/CENMP Project Engineer and 325 CONS. Any additional site visits required to complete the required designs shall be at the Contractor's expense.

4.1.2 Pre-Design and/or Design Review: The Contractor must coordinate with the Contracting Officer (CO), 325 CES Engineer, and system stake holders before any initial and/or pre-design is submitted.

4.2 Project Design Phase

4.2.1 Design Data: The initial design data shall be submitted to the Government prior to the initial design data review meeting.

4.2.2 35% Initial Design Data Review/Comment: The initial design data review meeting shall be scheduled ten (10) business days after the kick-off meeting. The Contractor shall setup a teleconference meeting for all possible attendees, and provide agenda and documentation two (2) business days before the meeting. The Government will provide the Contractor their review comments on the design data submitted at the initial findings review meeting. The Government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. The following submissions shall be reviewed:

1. A detailed narrative (charrette report) explaining the existing conditions, new requirements identified through user interviews, and preliminary recommendations of accommodating all identified requirements shall be provided at this meeting

2. Design analysis including initial engineering calculations;

3. Preliminary design drawings/sketches;

4. Draft AF Form 66; and5. Outline technical specifications.

4.2.3 100% Design for Construction Review/Comment: Government shall have up to ten (10) business days to provide review comments. The Contractor shall setup a teleconference meeting for all possible attendees, and provide agenda and documentation two (2) business days before the meeting.

100% Design Submittal Requirements

1. Review comments and Contractor responses from initial design.

2. Minutes and sign-in sheet of initial design review meeting.

3. Proposed Final design analysis.

4. Proposed Final design drawings.

5. Proposed Final AF Form 66.

6. Final technical specifications.

4.2.4 100% Final Design with Red Line Changes (As-Build): Government shall have up to five (5) business calendar days to provide review comments. The Contractor shall setup a teleconference meeting for all possible attendees, and provide agenda and documentation two (2) business days before the meeting.

100% Design Submittal Requirements

1. Review comments and Contractor responses from 100% design.

2. Minutes and sign-in sheet of 100% review meeting.

3. Final design analysis.

4. Final design drawings.

5. Final AF Form 66.

6. Final technical specifications.

7. Include all red-line changes, with dimensions, etc.

4.3 Projected Design Timeline:

Description Description of Days Days

NTP 0

Site Investigation, Pre Construction Meeting and Project Kickoff 7 + NTP

Contractor Submits Minutes plus 7 7 35% Design Submitted 21+ NTP 28

Government Review of 35% Design plus 14 42

Contractor Schedule 35% Design and Design Charrette Meeting plus 7 49

Contractor Submits Minutes plus 7 56 Government Review Minutes plus 7 63 Contractor Submit Final 35% plus 7 70

100% Design for Construction Submitted plus 14 after 35% design approval 84

Government Review of 100% Design for Construction plus 14 98

Contractor Schedule 100% Design Meeting plus 7 105 Contractor Submits Minutes plus 7 112 Government Review Minutes plus 7 119 Contractor Submit Final 100% plus 7 126

Estimate Time to the Start of Construction 126

Contractor Begin Construction after 100% Approval 12 Weeks (84) 210

100% Completed Design Submitted Before Final Inspection plus 7 217

Table 4.3.1 Estimated Time Line in Calendar Days

4.4. Design Distribution:

All design drawings state the number of copies in the table below, shall be completed in AutoCAD 2019 (base version), and consist of a complete set of drawings.

Deliverables Distribution CONS Copy

CES

Copy TOTAL

Base Access Information 0 1 2 Meeting Minutes and MFRs (Electronic Copy 1 1 2

None 35% Initial Design with Supporting Data Submittals 1 1 2 100% Design for Construction Submittals: 1 1 2 100% Complete Design with Red Line Submittals: 1 1 2

4.5 Government Review: The Government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. Refer to paragraph 4.2 for the Government review during design period. Any review by the Government of technical items shall not be construed to relieve the contractor of responsibility for technically correct and complete documents in compliance with applicable codes, industry standards, and the intent of this SOW. The Contractor shall comply with the review comments in the development of data for the next submittal. If any review comment requires clarification and/or amplification to assure compliance the Contractor shall notify the COR or authorized representative in writing. If the Government specifically asks a question via the review comments and requires clarification or the Contractor does not concur with or takes exception to a review comment then the Contractor shall submit the review form with comments annotated by the Contractor with a "D" - do not concur, "E" - exception, or "X" - delete, shall have an explanatory note added to justify the noncompliance with the comment. The Contractor shall furnish these annotated comments to the Government no later than seven (7) calendar days after receiving the comments. If the Contractor agrees with the review comments then it shall be reflected in the next submission.

4.5.1 Contractor Response to Review Comments: The Contractor shall respond in writing to each of the review comments that they take exception to within 7 calendar days after receipt of the comments. If the Contractor disagrees with or takes exception to the comments, the Contractor shall include an explanation of why they disagree in their response back to the Government. Otherwise, the comment resolution(s) shall be incorporated into the next design submission.

4.6 Verification of Existing Conditions and Site Survey

Use of existing condition data provided by the Government conveys acceptance and as such does not relieve the Contractor of liability associated with performance as the Engineer of Record. The Contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below-grade condition assessment. The Contractor must coordinate discussions with the CO, project manager, and system stakes holders before any initial design is submitted.

4.6.1 Field Measurements: The Contractor shall be required to make his own field investigations to verify dimensions and other information shown on government furnished reference drawings.

4.6.2 Site survey data shall be submitted to the Government within seven (7) calendar days of receipt via AF 3000 Material Approval Submittal.

4.7 Designer of Record: The Contractor is accountable for all aspects of the completed design and as-built drawings under all applicable Federal, State and local laws, regulations and base-specific standards. The designer of recorded shall stamp all drawings.

4.8 Contract Drawings: Drawings shall be prepared on AutoCAD 2019 format. Drawings shall be delivered in hard copy, standard black line quality paper, at review stages in the number listed in paragraph4.4.3. All submittals shall go through the 325 CONS office, but the 325 CES/CENM drawings shall be full size and the copy provided for CONS shall be half-size. The remaining sets of review drawings and corrected final drawings shall be half size. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Extensive explanatory notes on the drawings should be held to a minimum or placed in the specifications. All dimensions shall be shown in Standard English units. All contract drawings shall be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed. One (1) hard copy of As-Built drawings shall be submitted to the government upon completion of construction and shall be reviewed for accuracy. Upon approval, the Contractor shall provide one (1) electronic versions of the As-Built drawings on both AutoCAD 2019, and as PDF to the government on CD. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible size.

4.8.1 Drawing Standards: All drawings will utilize the Tri-Service Spatial Data Standards (TSSDS) Version 1.8, for compliance with the installation standards. When the one-hundred percent (100%) design drawings are accepted, the Contractor may then begin construction.

4.8.2 Architectural, Structural, and Civil drawings shall be provided in the event of any modifications to the facility or grounds around the facility. Mechanical drawings shall include equipment schedules, controls schematics (to include sequence of controls), and layout plans. Electrical drawings shall be provided to show all electrical connections necessary for equipment installation.

4.8.3 35% Initial Design: All specified initial design data meeting comments shall be satisfied and incorporated into this submittal. The definitive direction and fully-developed concepts of the proposed design document shall be illustrated and clearly indicated at this submittal.

4.8.4 NONE

4.8.5 100% Design for Construction: All specified one hundred percent (100%) requirements, comments, and corrections resulting from the one hundred percent (100%) review shall be satisfied and incorporated into this submittal. All documentation and recommendations shall be fully developed into a comprehensive design package.

4.8.6 100% Complete Design with Red Line Changes: All red-line changes, comments, and corrections resulting from the final construction (installation) shall be satisfied and incorporated into this submittal. All documentation and recommendations shall be fully developed into the final design package. This submittal is expected to be used as a final progress (inspection) set of drawings for final review of the document deliverable.

4.9 Design Services

4.9.1 Site Design Data: A site visit may be requested by the Contractor. Contactor should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of work and the general and local conditions that can affect the work or cost thereof. Failure to do so will not relieve offerors / the contractor from the responsibility for estimating properly the difficult or cost of successfully performing the work. The government will assume no responsibility for any misunderstanding or misrepresentation concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the request for proposals, request for information (RFIs), the specification, or related documents. The contractor shall perform field reconnaissance, surveys, and site investigations required to obtain engineering information and design data for the accomplishment of the contract documents of the project in accordance with requirements of this Statement of Work (SOW).

5.0 CONSTRUCTION

5.1 General Site Work: The Contractor shall provide all labor, materials and equipment necessary to complete the project requirements. Upon approval of the final 100% design and completion of required permits, the Contractor may commence on-site construction activities. Contractor shall install security fence before proceeding with any work. The Contractor shall note any discrepancies between existing conditions provide corrections in the final design. As-builts shall be submitted after construction has been completed to the CO and the PM. The Contractor shall conform to the drawings and specifications they have developed to complete the work as described below:

Upon written approval of the design by the CO, the Contractor may commence on-site construction activities. Contractor shall install security fence before proceeding with any work. The Contractor shall conform to the drawings and specifications they have developed to complete the work as described below:

5.2 Building 9545 Heavy Equipment Storage Equipment

The facility 9545 function is used to storage heavy equipment. No office space is required. The building does have to be secured from the outside.

The contractor shall provide submittals to the government IAW Miami-Date County High Velocity Hurricane Zone Codes. Vendors shall also be required to receive a Notice of Acceptance (NOA) on their project and/or equipment.

DEMO

The contractor shall demo and remove existing facility structure and all materials from the surrounding area. The steel and metal may be recyclable, and returned to the base recycle program.

EXTERIOR ENCLOSURE

The two (2) 12’ x 15’ metal roll up doors shall be capable of withstanding 170 MPH wind loads. Standard metal exterior personnel door shall be capable of withstanding 170 MPH wind loads.

The exterior block structure shall be capable of withstanding 170 MPH wind loads. The contractor shall a footer for the exterior concrete block wall, around the perimeter of the existing concrete slab.

ROOFING

A flat roof built up roof with structural metal and metal decking. The roof shall be capable of withstanding 170 MPH wind loads. .

Electrical

The contractor shall an exterior electrical distribution panel (120 VAC, 100 amps) with generator hookup Install interior T5 lighting (20 foot candles) and exterior flood (100 watt equivalents) lights with light switches. And, one 120 VAC electrical outlet.

The contractor shall install grounding rods at 2 diagonal corners of the building, connect with conductor to the structural roof steel.

6.0 GENERAL CONDITIONS

6.1 Salvageable Materials

Contractor shall turn in salvageable goods to the appropriate base agency. The Contractor shall separate and turn in recyclable materials to the 325th Services Squadron Recycling Facility, building 6025, in accordance with base policies. Precious scrap and waste metals (e.g. steel, iron, etc.) shall be recycled and/or disposed in accordance with base policies. The Contractor shall reimburse the Government for any remediation undertaken to clean up releases by the Contractor and for any civil or criminal fines or penalties for any environmental infraction caused by the Contractor. The Contractor shall comply with all provisions of 40 CFR 260 through 281 regarding the generation, storage and disposal of hazardous waste. The Contractor shall submit a hazardous waste management plan to Contracting Officer for approval by 325 CES/CEI. The Contractor shall not commence any work until this approval is obtained. The Contractor shall stop all work in the event 325 CES/CEI identifies non-compliances with federal or state regulations and shall correct any discrepancies immediately within 2 hours of notification by 325 CES/CEI.

6.2 Clearance: The Contractor shall obtain AF Form 103a, Base Civil Engineering Work Clearance Request, prior to work commencement, from the Customer Service, Bldg. 36270, and telephone number:

283-4949. Prior to performing any excavation, demolition, or construction work, the Contractor shall obtain location of existing utility lines through the Work Clearance Request process. The Contractor shall request referenced locations and permit at least ten days prior to scheduled work begins. The Contractor shall exercise due care and take reasonable steps to avoid injury or to otherwise interfere with lines where positions have been provided. The Contractor shall hand dig only, within 5 feet in any direction of a located utility. If sufficient information is not available, the Contractor shall explore prudent techniques, such as hand-dug test holes, to ascertain the precise location of such facilities. It shall be the Contractor’s responsibility to verify the exact location, character and depth of any existing utilities, communication lines, electrical components, structures, etc. The Government will hold the Contractor liable for repairing any damages caused by work under this contract at no additional cost to the Government. The Contractor is responsible for contacting the appropriate utility POC's for TAFB's privatized utilities and scheduling terminations for this contract and all associated costs with those entities.

6.3 Utility Outages: Note: There are NO utilities located in this area. In the event utility outages are required, they shall be coordinated with the CO and COR a minimum of fourteen (14) workdays prior to the proposed outage. Outages will be scheduled in all cases at the convenience of the government and work performance may be required during periods of time other than normal duty working hours.

6.4 Disposal of Materials: All waste materials generated by any work under this contract shall become the property of the Contractor and shall be handled, transported, stored and disposed of off-base by the Contractor at the end of each day's work. Such material shall be hauled OFF BASE to a Contractor selected disposal area and disposed of in accordance with applicable Florida Administrative Code 62-701, federal, state and local laws, ordinances, regulations, court orders or other type of rules or rulings having the effect of law.

6.5 Notification Requirements: The Contractor is required to notify the CO and government Project Manager of critical issues that may affect the contract performance and/or human health and the environment. For critical issues pertaining to human health and the environment, the Contractor shall immediately notify the CO and stop work. Work shall only resume at the direction of the CO following resolution of the issue.

6.6 Permits: The Contractor is solely responsible to develop, coordinate, apply and obtain all federal, state, local, and other applicable permits, access (including off-base easements and leases), agreements, licenses, and certificates required to perform and complete each project for Tyndall AFB. Before start of work the Contractor shall process an AF Form 103a, Work Clearance Request, through the local base Civil Engineer office. The Contractor shall maintain a library of these documents at the Contractor's site office (or container) on base as well as the corporate facility handling each project. The Contractor shall comply with applicable permit conditions and environmental protection policies.

6.7 Environmental Protection: Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, and the general site environment. This includes the protection of trees, shrubs and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. If appropriate, the Contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work.

All fill materials shall be non-contaminated. The Contractor shall conduct operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone depleting chemicals (HVAC requirements), generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and commission systems necessary to control storm water run-on and runoff. At a minimum, the contractor shall employ best management practices consistent with the Florida Development Manual, Chapter 6, Storm-water and Erosion and Sediment Control Best Management Practices for Developing Areas.

6.8 Hazardous Material and Hazardous Waste: The Contractor will submit TAFB IMT Form 81 (Contractor Questionnaire) and TAFB IMT Form 82 (Chemical Inventory) 7-10 days upon issuance of the notice to proceed and prior commencement of work on site. The Contractor should note that Tyndall AFB is required to report chemicals such as (but not limited to) compressed gases, adhesives, aerosol cans, sealants, paints, lubricants, solvents, oils, cleaners, degreasers and pesticides. Copies of manufacturer-specific Material Safety Data Sheets must be attached to TAFB IMT Form 82. After submission, CEI will notify the Project Manager and/or CONS of the reportable chemicals and of any special instructions. The Contractor is required to submit TAFB IMT Form 83 (Reporting Entry Form) monthly. CEI must be notified if anything changes from the original submittal (i.e. new chemical is added, size of container or unit of issue changes or if the manufacturer changes).

6.8.1 Hazardous Waste Management: 325 CES/CEI is the Government authority dealing with hazardous material on Tyndall AFB. The Contractor shall submit a Hazardous Material Management Plan (HMMP) before start of work. The Contractor shall notify CO and 325 CES/CEI (850-283-4780 or 850- 283-4486) if any hazardous waste is encountered or generated by the Contractor. The Contractor shall stop all work in the event 325 CES/CEI identifies noncompliance with federal and state regulations and shall correct any discrepancies immediately within 2 hours of notification by 325 CES/CEI. All hazardous waste shall be labeled and an inventory management system will be initiated to insure timely removal and proper disposal. No on-base disposal will be allowed. All drums will be labeled with a hazardous waste label. The label shall include the proper DOT shipping name, UN or NA, EPA waste number, generator information, and accumulation start date. The label shall be placed on the side of the drum. All drums used to store hazardous waste shall be non-leaking and safe to handle. Contractor shall be responsible for over packing drums that are rusted, dented, or leaking. Drums and/or over packs shall be provided by the Contractor.

All drums shall be "new" DOT approved containers. The storage location for the hazardous waste drums shall be approved by the 325 CES/CEI prior to the generation of hazardous waste. The Contractor shall document inspection of drums for leaks on a daily basis or if not working in the area daily, then a weekly inspection will suffice. A copy of the inspection checklist shall be forwarded to 325 CES/CEI every Friday.

Hazardous waste transportation and disposal shall be coordinated through 325 CES/CEI. The Contractor shall be responsible for transportation and disposal of all hazardous waste at an EPA approved treatment, storage, disposal facility (TSDF). The transportation and disposal facilities shall be approved by 325

CES/CEI prior to their use. Manifests shall be signed only by 325 CES/CEI. Drums shall be disposed of within 90 days of placing the first drop in the container. The Contractor shall submit TAFB Form 81 (Contractor’s Hazardous Material Questionnaire) and TAFB Form IMT 82 (Short-Term Contractor Hazardous Material Inventory), when applicable, 7-10 duty days after the Notice to Proceed is issued. The Contractor should note that Tyndall AFB is required to report chemicals used such as (but not limited to) compressed gases, adhesives, aerosol cans, sealants, paints, lubricants, oils, cleaners, degreasers, pesticides. Copies of manufacturer-specific Material Safety Data Sheets (MSDS) must be attached to TAFB Form 82. After submission, 325 CES/CEI will notify the Project Manager and CONS of the reportable chemicals and of any special instructions. The Contractor is required to submit TAFB Form 83 (Contractor Environmental Reporting Entry Form) monthly. The CO must be notified of any changes from the original submittal (i.e. new chemical is added, size of container or unit of issue changes or if the manufacturer changes). These MSDSs shall also be readily accessible at the location of each hazardous material. The Contractor shall identify a single Point of Contact (POC) in writing to the HMMP. Submit changes in writing to the HMMP as they occur. The Contractor shall comply, with all federal, state, AF, ACC, and base natural and cultural resource policies, procedures, and plans.

a) The Contractor shall comply with all provisions of 40 CFR 260 through 281 regarding the generation, storage and disposal of hazardous waste. The contractor shall submit a hazardous waste management plan to the CO for approval by 325 CES/CEI. The Contractor shall not commence work any work until this approval is obtained. The Contractor shall stop all work in the event 325 CES/CEI identifies noncompliance with federal and state regulations and shall correct any discrepancies immediately within 2 hours of notification by 325 CES/CEI.

1. All hazardous waste shall be labeled and an inventory management system will be initiated to insure timely removal and proper disposal. No on-base disposal will be allowed.

2. All drums will be labeled with a hazardous waste label. The label shall include the proper DOT shipping name, UN or NA, EPA waste number, generator information, and accumulation start date.

The label shall be placed on the side of the drum.

3. All drums used to store hazardous waste shall be non-leaking and safe to handle. Contractor shall be responsible for over packing drums that are rusted, dented, or leaking. Drum and/or over packs shall be provided by the Contractor. All drums shall be “new” DOT approved containers.

4. The 90-day storage location for the hazardous waste drums shall be approved by 325 CES/CEI prior to the generation of hazardous waste. The Contractor shall document inspection of drums for leaks on a daily basis or if not working in the area daily, then a weekly inspection will suffice. A copy of the inspections checklist shall be forwarded to 325 CES/CEI every Friday.

5. Hazardous waste transportation and disposal shall be coordinated through 325 CES/CEI. The Contractor shall be responsible for transportation and disposal of all hazardous waste at an EPA approved treatment, storage, disposal facility (TSDF). The transportation and disposal facilities shall be approved by 325 CES/CEI prior to their use. Manifests shall be signed by 325 CES/CEI.

Drums shall be disposed of within 90 days of placing the waste in the container.

6.9 On-Site Field Oversight

The Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure oversight services throughout accomplishment of this traditional construction project. It is the responsibility of the Contractor to establish and maintain open communications between salient authorities associated with accomplishment of this project.

6.10 Delivery/Warranty

The Contractor shall complete all inspections and commissioning requirements prior to final inspection.

Following final inspection, the Contractor shall deliver to the Government the signed and sealed as-built drawings in both hard copy and reproducible format (CD). The warranty shall be issued in accordance with

FAR 52.246-21.

6.11 Office and Equipment. Not Applicable.

6.12 Government Furnished Equipment. Not Applicable.

7.0 GENERAL REQUIREMENTS

Applicable provisions of the Contract Clauses of the contract will govern work under each section of these specifications.

7.1 Site Plan/Pre-Performance Conference: Contractor is hereby advised that if awarded a contract as a result of this solicitation, they will be required to appear at the pre-performance conference at a date and time to be determined by the CO prior or after the commencement of any work on the Tyndall AFB, Florida.

After award the Contractor shall visit the job site to verify conditions and dimensions prior to starting work.

7.2 Identification of Employees: The Contractor shall be responsible for obtaining security clearances and badges for each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the CO. Prescribed identification shall immediately be delivered to the CO for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project.

All Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works. The Contractor shall comply with security regulations imposed by the installation commander and/or the agency occupying the space where the work is to be performed, including necessary security clearances. Prior to mobilization the Contractor shall provide the CO a list of personnel requiring authority to work on Tyndall AFB. The list shall be kept current and the CO notified as to any changes in the list. The Contractor’s employees shall be required to obtain and display employee identification as prescribed by Air Force Instruction 31-209 and supplements thereto.

Whenever facility security is breached to perform work required under this contract, the Contractor shall be responsible for providing temporary measures in order to assure security is maintained at the level existing prior to construction. This may include such security items as fencing around a facility or closing all openings in a structure during non-work hours.

Before commencing work on Tyndall AFB, the Contractor shall ensure that all personnel obtain Identification Cards and any vehicle registration required to perform all requirements under this contract.

The Contractor shall submitted pass / id form request at least (2) weeks prior to requiring access to the base for approval. The Contractor assigned superintendent must escort all employees applying for identification cards. At no time during contract performance period is the contractor authorized to have an employee on the installation without identification provided by the base Security Forces. Contractor is responsible for ensuring that all identification cards issued are returned to Security Forces immediately upon employee’s termination from awarded contract. The application forms shall be made available in the 325th Contracting Squadron office.

The contactor shall submit the paper work for construction waiver(s) and employee/equipment list for approval, before performing work.

7.3 Employee Parking: Contractor employees shall park privately owned vehicles in an area designated by the CO. This area will be within reasonable walking distance of the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the military installation.

7.4 Job Site Tools and Equipment: All hand tools and equipment shall be maintained in good working conditions and properly stored when not in use. Construction attire shall be in accordance with applicable OSHA regulations. The contactor shall use an OSHA approved fall arresting system, while performing work.

7.5 Project Signage: As required per the FAR.

7.6. Base Fire Prevention Program: The Contractor will be required to comply with the Fire Prevention Program regulations of the military installation to be serviced under this contract. The names of the installation, the applicable regulations, and the location where the regulations may be reviewed will be provided during the pre-performance conference.

7.7. Federal Holidays: Tyndall Air Force Base observes the Following Federal Legal Holidays

New Year’s Day 1 Jan Martin Luther King Birthday Third Monday in Jan Presidents Day Third Monday in Feb Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in Sep Columbus Day Second Monday in Oct Veterans Day Second Monday in Nov Thanksgiving Day Fourth Thursday in Nov Christmas Day 25 Dec

7.8 Availability and Use of Utility Services

7.8.1 Payment for Utility Services: Not applicable to this contract.

7.8.2 Sanitation: The Contractor shall provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer. If Port-O-Potties are used or other types of temporary sanitary systems are used, the waste cannot be dumped (disposed) into the base waste water system.

7.9 Protection and Maintenance of Traffic

The Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the CO. Measures for protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment, work, erection, maintenance of adequate warning, danger, and direction signs. These shall be as required by the State and local authorities having jurisdiction. The traveling public shall be protected from damage to person and property. The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for repair of any damage to roads caused by construction operations.

7.9.1 Barricades: The Contractor shall provide, erect, maintain temporary barricades and warning signs to limit public access to hazardous areas as required by OSHA, TDOT and/or like Agencies. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. The minimum required number of barricades shall be securely placed in a neat and orderly fashion, clearly visible with adequate illumination to provide sufficient visual warning of the hazards during day and/or night. Barricades shall be maintained in an orderly fashion during the duration of their placement.

7.10 Contractor’s Temporary Facilities

7.10.1 Office Trailer: The Contractor may request a temporary office trailer or container on site of administrative purposes or use an office area in facility, subject to CO approval and availability of space.

Contact the 325th CES/CEIAP office for site request/approval.

7.10.2 Temporary Project Safety Fencing

Prior to commencement of work, the Contractor shall furnish and erect temporary project safety fencing at work site. The Contractor shall also furnish and install hazard safety fencing at temporary hazards and work site areas considered to be hazardous to public. Caution tape shall not be used as a temporary means of fencing. In lieu of caution tape sawhorse traffic barricades (Type I or II) with tightly strung yellow rope may be used on a limited basis. The safety fencing shall be a high visibility OSHA orange colored, high density polyethylene 1.5” x 3” oval grid or approved equal, a minimum of 48 inches high, supported and tightly secured to steel posts located on maximum 6-foot centers, constructed at the approved location. The temporary safety fencing shall be maintained by the Contractor during the periods listed below. Upon completion and acceptance of the work, the fencing shall become the property of the Contractor and shall be removed from the work site.

7.10.2.1 Duration of Temporary Safety Fencing The following durations for the use of specific safety barriers shall be used as a guideline. The CO may dictate longer or shorter periods as required for project specific work.

a) Sawhorse traffic barricades with tightly strung yellow rope not to exceed a 24-hour period.

b) Traffic cones not to exceed 3-days (excluding road construction).

c) Traffic barricades and safety fencing not to exceed 14-days (excluding road construction).

7.10.2.2 Removal of Temporary Fence: The Contractor shall remove the temporary fence upon completion and acceptance of the project. In case the fence needs to be removed for the completion of obstructed areas, such as landscaping, the site shall remain in neat appearance with all proper barricades, as specified.

7.11 Cleanup

At the end of each working day, the Contractor shall clean up the work site by the removal of all construction debris, waste materials, packaging material and the like. If the before mentioned items could become airborne they shall be placed in refuse containers immediately. Clean up work site shall include the construction area(s), construction office area(s), material storage area(s), parking and eating area(s), and any other area(s) affected by the construction process. Any dirt or mud which is tracked on to any Base street, parking area, sidewalk, patio, or driveway shall be cleaned away daily. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above or at the supplemental storage area. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

7.12 Restoration of Storage Area

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil, sod, and seeding as necessary.

8.0 INVENTORY OF INSTALLED/REMOVED PROPERTY

The Contractor shall prepare and submit a DD Form 1354 Transfer and Acceptance of DoD Real Property list of new equipment or units of equipment that require gas, water, or electrical utilities connections.

(Examples: AHUs, fans, air conditioners, compressors, condensers, chillers,…