SOW_XLWU20-8124_Repair Cleveland Gate.pdf

STATEMENT OF WORK

REPAIR / RENOVATE CLEVELAND COMMERCIAL GATE

TYNDALL AFB FLORIDA

Base Project Number: XLWU 20-8124

31 December 2019

1.0 INTRODUCTION

This design-build project is intended to restore the operational capacity of the Cleveland Gate which serves as the commercial entry control point for Tyndall Air Force Base (AFB). Commercial vehicles are processed through this gate to gain access to Tyndall AFB. The generalized traffic flow begins with commercial vehicles entering Polk Avenue from US HWY 98. East bound vehicles will exit US HWY 98 onto a deceleration lane to enter Polk Avenue.

West bound US HWY 98 vehicles will utilize a median turn lane to enter Polk Avenue. Once on Polk Avenue, vehicles then traverse a curve onto Jackson Street where they are stopped by traffic control devices to await entry processing. The queue develops from this point back onto Polk Avenue. In the current post hurricane conditions, commercial vehicles are directed to proceed from the queuing area past the X-Ray Shelter to the B2609 Search Shelter. The X-Ray equipment and shelter where demolished due to extensive damages incurred in Hurricane Michael. For this reason, all vehicles are processed at the B2609 Search Shelter. During the search procedure, documents are verified and background screening is performed for non-credentialed drivers at the B2610 Guard Shack. Upon satisfactory completion, drivers are issued passes and the vehicles are allowed to proceed to their destination. Traffic accessing the Support Side (South) of the base use Cleveland Avenue for direct entry while those requiring access to the Flight Line side (North) must return to east bound US Hwy 98 and use Tyndall Gate.

Credentialed drivers are not required to obtain passes or background checks. Performance goals for this project are to restore and improve the capacity of the Cleveland Commercial Gate operations. The Contractor shall perform the services herein and as described in this Statement of Work (SOW).

2.0 SCOPE OF WORK

The Contractor shall be responsible for all professional services, permits, equipment, labor, tools, materials, and ancillary items necessary to complete the tasks defined by the SOW. The performed tasks shall be based on the project description, other data furnished in this SOW, and information covered during a pre-bid meeting held during the solicitation period.

Scope & Applicable Documents: This SOW sets forth the requirements for a Sustainment, Restoration & Modernization (SR&M) Acquisition contract for a site specific design-build effort for restore and improve operations at the Cleveland Commercial Gate located on Tyndall AFB, Florida. The Contractor shall adhere to the following guidance during development and construction phase(s) of this project: MUTCD Manual on Uniform Traffic Control Devices, UFC 4-022-01 Entry Control Facilities Access Control Points, UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard, UFC 3-250-01 Pavement Design For Roads And Parking Areas, UFC 3-250-03 Standard Practice Manual For Flexible Pavements, UFC 3-201-01 Civil Engineering, UFC 3-301-01 Structural Engineering, UFC 3-120-01 Design: Sign Standards, UFC 3-530-01 Interior and Exterior Lighting Systems and Controls, United States Army Corps of Engineers, Uniform Building Code (UBC), those sections of the Southern Standard Building Codes not incorporated in the UBC/International Building Code (IBC) for our respective area, Air Force Standards, Department of Defense (DOD) Directives, Florida State Statutes, Florida Department of Transportation (FDOT), the Tyndall AFB Installation Facility Standards (IFS), 325th Fighter Wing Bird Aircraft Strike Hazard (BASH) Plan 910, National Electric Code (NEC), Occupational Safety and Health Administration (OSHA) Requirements, Department of Environmental Protection (DEP) Regulations, Environmental Protection Agency (EPA) Regulations, and any related Americans with Disabilities Act (ADA) Compliance Requirements. Areas disturbed by construction activity shall be restored and/or stabilized to equal or better than previously existing conditions. All work shall be in compliance with all Public Laws (P.L.), Executive Orders (E.O.), Military Standards (MIL-STD), Air Force Instruction (AFI), 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. If there is a conflict between these codes, regulations and specifications the most stringent requirements shall apply at all times. Documents

1522774819A Draft listed by and/or provided by the Government are for reference only and do not relieve the Contractor from adherence with applicable codes not specifically addressed.

2.1 Description of Work: The design-build project intent is to restore and improve operational capacity of the

Cleveland Commercial Gate located on Tyndall AFB. Professionally designed performance improvements are anticipated to be accomplished with the following efforts. A new dynamic gate identification sign will be constructed along HWY 98 that will inform vehicles of gate location and operating status. Polk Avenue and a portion of Jackson Street will receive additional traffic lanes to allow for increased queue capacity and the ability to manage credentialed and non-credentialed drivers with assigned lanes. Pavement resurfacing shall be included on Polk Avenue and Jackson Street to extend pavement service life and achieve uniform appearance. New and existing lanes will be defined to the drivers immediately upon entering Polk Avenue through concise roadway signage and pavement markings. Informational signs will be installed to inform visitors of the gate procedures. Traffic control devices with operation controls at the B2600 Guard Shack will be installed to manage vehicle entry into inspection areas. Prior to entering, gate personnel will validate credentials of the drivers. Validated vehicles will be directed through the traffic control devices into the Jackson Street inspection areas. All entering vehicles will proceed through the new Mobile Inspection Shelter which will house the Government owned VACIS M6500 Mobile Inspection System. Select vehicles will be directed to the B2610 Search Shelter for manual search. Cleared vehicles will then be permitted entry into the Base. Pavements shall be modified as necessary to support the vehicle throughput of the inspection and denied vehicle turn around areas. New street lights / area lighting shall be installed to meet the lighting UFC Standard requirements for the Entry Control Facility and the associated queuing areas.

The guard shack buildings, B2600 and B2610, shall receive minor renovation to include new high efficiency interior and exterior lighting, new ceiling tiles and replacement of a damaged ballistic service window.

Stormwater design, related permitting and construction shall address the entire entry control facility to include both new and existing elements. The Contractor shall implement means and methods that will limit disturbance to the natural vegetation, dune systems, water bodies and base activities to the greatest extent practicable throughout the project performance. Management of Traffic (MOT) efforts appropriate for the work being performed shall be provided by the Contractor to allow for safe continued gate operation during construction activities. Select portions of the planned work may require performance outside of normal working hours.

2.1.1 TASK 1 (Design & Professional Services): The Contractor shall acquire the services of design professionals and other professional services required to produce a complete construction documents package that will fully define the work to be completed with detailed drawings, project descriptions, quality and performance requirements. A Design Charrette will be held at Tyndall AFB in which the design team will meet with base stake holders to gain full understanding of the gate procedures, governing standards and further develop the provided concept drawings to a 35% design state. The following design packages shall be submitted to the Government at 65%, 95% and 100% phases. The final Construction documents shall at a minimum include a design analysis, site plans, pavement plans, drainage plans, Stormwater Pollution Prevention Plan (SWPPP), electrical plans, lighting plans and respective UFGS Specifications for the planned work elements. The Designer of Record (DOR) for the pavement design and stormwater elements shall have a minimum of 5 years design experience in the Florida Panhandle area and be licensed in the State of Florida. All elements of design shall meet the requirements of current governing code and the Unified Facility Criteria. Concept Drawings are provided in Appendix A and other reference materials are provided in Appendix B to illustrate the existing conditions and general intent of the project. The design team is responsible for developing the final design to restore and improve the Cleveland Commercial Gate operations.

A. Professional Design – Acquire services of Design Professional(s) for the development of complete construction documents to include the design analysis, engineering calculations, specifications, detailed plans, and required permitting

B. Professional Services – Acquire professional services such as surveying, assessments, geotechnical explorations, materials testing or other services necessary to support the design efforts, construction quality verification and as-built drawings

2.1.2 TASK 2 (Site Preparation): The Contractor shall perform all efforts necessary to prepare the site in accordance with the approved construction documents. The task shall include installation of SWPPP elements, clearing, grubbing, stripping, grading and other site preparation efforts to accommodate the planned improvements. Please note that recent clearing work has been completed by others leaving select few trees to remain within the last year which is not represented in the imagery provided in the solicitation. The site work area is estimated to be approximately 14,000 square yards. Anticipated efforts may include the following;

A. Clearing & Grubbing – Remove and dispose of remaining vegetation and rubbish B. Utility Removal – Remove existing utility structures conflicting with planned work C. Stripping – Top soil and deleterious material removal D. Cut & Fill – Perform cut and fill operations to accommodate the planned project features such as stormwater and pavements E. Grading – Perform grading work in accordance with the permitted construction documents F. Stabilization/Site Restoration – Establish landscape vegetation

2.1.3 TASK 3 (Signage & Traffic Control Devices): The Contractor shall perform all efforts necessary to install new signage and traffic control devices in accordance with the permitted construction documents. This task will include the gate identification sign, gate procedures sign, MUTCD standard guide signs, lane designation signage, drop bars and other devises as detailed in the approved construction documents to control vehicular movement and communicate gate procedures to drivers.

Anticipated construction efforts may include the following;

A. Construct dynamic commercial gate identification sign B. Install standard guide signs C. Install lane designation signs D. Install gate procedure signs E. Install drop bars or other traffic control devices controlled at guard shack (include wiring & controls)

2.1.4 TASK 4 (Roadway & Site Lighting): The water, electric, and natural gas infrastructure on Tyndall

AFB has been privatized. Any infrastructure which must be constructed from the facility’s points of demarcation to the privatized utility, shall be completed by the system owner, Gulf Coast Electric Cooperative (GCEC). The prime contractor shall enter into a service agreement with GCEC and will be responsible for paying the associated equipment installation and connection charges. For this contract, the service agreement with the system owner shall be required for the planned roadway lighting along Polk Avenue and Jackson Street, and for any other pole or ground mounted lighting elements detailed in the final construction documents. Note that building mounted lighting is not a privatized utility asset. All planned roadway and site lighting shall be designed in accordance with UFC 3-530-01 and will utilize energy efficient LED fixtures with dusk to dawn sensors. Anticipated efforts include the following;

A. Install pole mounted roadway lighting B. Install other site and/or ground mounted lighting

2.1.5 TASK 5 (Pavement Construction): The Contractor shall perform all efforts necessary to install new pavements, modify and resurface existing pavements in accordance with the permitted construction documents. The pavement work is estimated to be 5,300 square yards of new pavements, 5,300 square yards of resurfacing with approximate total of 1,400 tons of asphalt placed. A portion of the pavement area may be concrete pavement dependent upon the DOR final design. Anticipated construction efforts may include the following;

A. Fine Grade and compact subgrade B. Install, grade and compact base materials C. Mill/remove existing asphalt pavement where required;

D. Prepare the milled and base surfaces for asphalt placement;

E. Place type PG 76-22 structural and friction courses, F. Place new concrete pavement (min 8”) G. Install new pavement markings

2.1.6 TASK 6 (Mobile Inspection System Shelter): The Contractor shall perform all efforts necessary to install a new inspection shelter adjacent to B2600 in accordance with the approved construction documents. At this time, only the +7,000 square foot concrete pad remains from the previous X-Ray shelter as shown in the Concept drawings. The new shelter shall be similar in appearance and construction type to the existing Rapid Built Steel Building Search Shelter (B2609). Plans for the existing Rapid Built Search Shelter and product information for the VACIS M6500 Mobile Inspection System are provided in Appendix B for reference. The new building features will include wall openings on the east side to enable security staff to view inspection operations from the guard shack, electrical and lighting. The anticipated construction efforts may include the following;

A. Install new steel framed Mobile Inspection System Shelter B. Install electrical components and convenience outlets C. Install LED lighting for shelter interior and vehicle approach areas

2.1.7 TASK 7 (B2600 Guard Shack Minor Renovation): The Contractor shall perform all efforts necessary to install new suspended ceiling tiles and installation of new light fixtures at the B2600 guard shack in accordance with the approved construction documents. Historical plans for the existing B2600 Guard Shack are provided in Appendix B for reference. The anticipated construction efforts may include the following;

A. Remove and replace 2X2 acoustical ceiling tiles B. Install new interior light fixtures C. Install new exterior light fixtures

2.1.8 TASK 8 (B2610 Guard Shack Minor Renovation): The Contractor shall perform all efforts necessary to install new suspended ceiling tiles, light fixtures and replace damaged ballistic service window at the B2610 guard shack in accordance with the approved construction documents.

Historical plans for the existing B2610 Guard Shack are provided in Appendix B for reference. The anticipated construction efforts may include the following;

A. Remove and replace 2X2 acoustical ceiling tiles B. Install new interior light fixtures C. Install new exterior light fixtures D. Remove and replace ballistic glass service window

2.2 Security Requirements:

MIL-HDBK-1013: DOD Military Handbook Design Guidelines for Physical Security of Facilities.

AFI 31-101 Air Force Instruction 31-101: The Air Force Installation Security Program.

DOD 5200.1.R, Department of Defense 5200.1.R: Information Security Program Construction Standards UFC 4-010-01 Unified Facilities Criteria Antiterrorism Standards for New and Existing Facilities

2.3 Permits: Contractor shall develop, coordinate, and be responsible for labor, professional services and other costs associated with acquiring any and all required state, local, and other applicable regulatory agency permits; base access (including off-base easements and leases), agreements, licenses, and certificates required to perform and complete the project. Coordination with regulatory agencies is required for all tasks. Tasks determined to be exempt from regulatory permitting during the agency coordination shall be documented in writing and submitted to the government prior to starting work for each respective task. The Contractor shall maintain a library of these documents on site as well as at the corporate facility handling each project. The Contractor shall comply with applicable permit conditions, environmental protection policies, best management practices and appended guidelines.

2.4 Construction: Upon approval of the Final Design Documents by the CO and receipt of all required permits (if applicable) and phasing plans, the Contractor may commence on-site construction activities. The Contractor shall conform to all specifically referenced and other applicable requirements during performance of the work as described in the SOW:

1. Mobilization: Mobilize equipment, labor, tools, materials, and ancillary items necessary to complete the work defined in the SOW.

2. Demolition / Construction: Perform awarded tasks as defined in section 2.1 Description of Work.

a. Protect work area with barricades, warning tape, signs and/or other appropriate methods for the work being completed to ensure the safety of pedestrians, contractor personnel, vehicles and property;

b. Remove and dispose of all demolition and general construction debris from the site (off base);

c. Perform ancillary efforts required to complete the work necessary to provide a clean, complete and functional facility;

d. Limit disturbance to the natural vegetation, persons and property to the greatest extent practicable.

2.5 Government Furnished Equipment: None

3.0 GENERAL REQUIREMENTS

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

3.1 Pricing Schedule: The Contractor shall complete a Pricing Schedule and include the completed schedule with the submitted bid documents.

3.2 Kick-Off Meeting: A kick-off meeting shall be accomplished with the Contractor, Contracting Officer, Civil Engineering Squadron (CES), and user in accordance with the Table of Deliverables. The meeting objective is to review project details, determine construction start date, security procedures for site, dumpster locations, and any applicable requirements during construction. The Contractor shall visit the job site to verify location, conditions, and dimensions prior to starting work.

3.3 Facility Occupancy: The entry control facility covered by this contract is currently open to Tyndall AFB Commercial Vehicle visitors and experiences low to moderate vehicle traffic. Facility operational hours are currently 0600 to 1700 with peak traffic volumes occurring in the morning hours. During performance of this contract, the Facility will remain functional to normal activities unless specifically noted otherwise. The Contractor is responsible for all management of traffic (MOT) in the work areas for the duration of the performance period. Portions of the planned work may require performance outside of normal working hours.

3.4 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 and Security Forces. The contractor shall submit personnel background check applications for badging within fourteen (14) days after award. Badge processing typically requires fourteen (14) days to complete and badges are issued to the applicant in-person at the Tyndall AFB Visitor’s Center. During performance of the contract, 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 sub-contractor personnel shall wear identifying markings clearly defining the company for whom the employee works.

3.5 Employee Parking: Contractor employees shall park privately owned vehicles in an area designated by 325 CES and approved by the CO.

3.6 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.

3.7 Notification Requirements: The Contractor shall notify the Government a minimum of ten (10) days in advance of mobilization. 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.

3.8 Environmental Protection: Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, critical wildlife, 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. Soil redistribution practices are anticipated for this project. 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, 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.

3.9 Hazardous Waste Management: CO will notify 325 CES/CEA if any hazardous waste is encountered or generated by the Contractor. The Contractor shall stop all work in the event 325 CES/CEA identifies noncompliance with federal and state regulations and shall correct any discrepancies immediately within 2 hours of notification by 325 CES/CEA. 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 Department of Transportation (DOT) shipping name, United Nations (UN) or North American (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/CEA 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/CEA every Friday. Hazardous waste transportation and disposal shall be coordinated through 325 CES/CEA. 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/CEA prior to their use. Manifests shall be signed only by 325 CES/CEA. Drums shall be disposed of within 90 days of placing the first drop in the container.

3.10 On-Site Field Oversight: The Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure oversight throughout accomplishment of the construction period. It is the responsibility of the Contractor to establish and maintain open communications between salient authorities associated with accomplishment of this contract.

3.11 Federal Holidays: Tyndall AFB observes the following Federal Legal Holidays;

New Years 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

3.12 Working Hours: The normal duty hours are from 7:00 AM to 5:00 PM, Monday thru Friday excluding Federal Holidays. The Contractor may submit a request to the CO for approval to perform work outside of normal duty hours, on weekends, and on holidays. This request shall be submitted no less than three (3) workdays prior to the time requested.

3.13 Availability and Use of Utility Services: The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract.

3.14 Sanitation: The Contractor shall provide and maintain within the construction area minimum field-type sanitary facilities approved by the CO. Government toilet facilities will not be available to Contractor's personnel.

3.15 Clean Up: 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 of the 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 work area or at a supplemental storage area. Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored in an approved location.

3.16 Contractor’s Management and Use of Electromagnetic Emission Devices on Base: (Electromagnetic emission devices include: Radio/Radar Transmitters; Navigational Aids/Instrumentations; Signaling, Intrusion Detecting, and Identification Devices; Mobile and Fixed Business Radio Communications Equipment; and MARS, CBs, and Amateur Radio Stations.) The Contractor shall comply with the Air Force Military Training Center (AFMTC) Regulation 700-14, Jul 89.

3.17 Preparation of Progress Schedules and Reports: The reports contemplated by Clause 52.236-15, Schedules for Construction Contracts, shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, Contract Progress Schedule, and AF Form 3065, Contract Progress Report.

Contract Schedules and Reports shall run from Monday through Sunday and be submitted to the CO in accordance with Table of Deliverables.

4.0 GENERAL SAFETY REQUIREMENTS

4.1 Workplace: Provide a safe and healthful workplace for employees and the general public while performing the contract work.

4.2 Personal Protective Equipment: Supply each employee with personal protective equipment. This equipment includes but is not limited to protection for the eyes, face, head, ears and extremities. Use the proper protective equipment for the work performed.

4.3 Roads: Obey the posted base speed limits. Wear Seat belts on base in accordance with AFI 91-207.

4.4 Accidents: Report Contractor accidents involving injury to Air Force personnel or damage to Government property to the Base Law Enforcement Desk and the CO.

4.5 Safety Regulations: Familiarize yourself and comply with the general safety requirements in accordance with DOL regulations, OSHA 29 CFR Part 1926, as well as applicable Air Force Office of Safety and Health (AFOSH) standards and Air Force Regulations (AFR). These standards and AFRs are available in the Wing Ground Safety Office, Building 662.

4.6 Required:

STANDARD SECTION SUBJECT

OSHA 1910 .132 Personal Protective Equipment OSHA 1910 .215 Explosives AFM 91-201 Explosives Safety Standard OSHA 1926 Subpart H Material Handling OSHA 1926 Subpart O Mechanized Equipment OSHA 1926 Subpart Q Concrete Forms OSHA 1926 .850 Demolition AFOSH 161-4 Asbestos and PPE 1910 .1001 1926 .58 AFOSH 91-4 Ladders AFOSH 91-5 Welding, Cutting, Brazing AFOSH 91-25 Confined Spaces NEC Electrical Work 1926 Subpart P Trenching 1926 .202, .203 Barricades AFOSH 91-25 Confined Space Entry 1925 .461 Scaffolding

4.7 OSHA Inspections: The Contractor shall be subject to no-notice inspections under OSHA program by inspectors of the Department of Labor.

4.8 Protection and Maintenance of Traffic: During construction the Contractor shall provide and maintain MOT equipment and personnel in accordance with FDOT standards to ensure the safety of pedestrians and vehicles. The Contractor shall maintain and protect traffic on all affected roads/pedestrian paths during the construction period except as otherwise specifically directed by the CO. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment and the work, and the erection and maintenance of adequate warning, danger, and direction signs, 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 the repair of any damage caused by construction operations.

4.9 Barricades: The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas as required by OSHA, Florida Department of Transportation, and/or like Agencies. Such barricades shall be required whenever safe public access to paved areas such as roads, parking areas, sidewalks or other work areas are 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 hazard during both day and night. Barricades shall be maintained in an orderly fashion during the duration of their placement.

4.10 Severe Weather: Upon receipt by the CO of a severe weather warning with anticipated winds of 35 knots or higher, the following sequence of actions shall be carried out:

4.10.1 The CO or the Contracting Officer's Representative (COR) will notify the Contractor of the severe weather warning.

4.10.2 The CO or the COR will instruct the Contractor to secure all materials and equipment.

4.10.3 The Contractor shall take immediate action to tie down, remove, protect, and/or secure construction materials, equipment and refuse to the satisfaction of the Air Force Inspector in order to reasonably assure that Government property will not be damaged. If the Contractor fails or refuses to secure materials and equipment to the satisfaction of the Air Force Inspector, the work will be accomplished by Air Force personnel and the cost thereof charged to the Contractor.

4.11 Fire Regulations and Preventative Practices: The Contractor shall comply with fire prevention practices as set forth by the National Fire Protection Association (NFPA), other recognized fire prevention agencies, and base regulations.

4.12 Explosive Operated Hand Tools: The Contractor shall comply with OSHA Standard 1910.215(c) when utilizing explosive operated hand tools. Storage of explosive cartridges on the installation shall be in metal containers and limited to one days' supply. The Contractor shall provide adequate controls to prevent loss/theft of cartridges used and stored on the installation.

4.13 Welding: Welding shall not be performed without first obtaining a welding permit issued by the Base Fire Department.

5.0 GENERATED REFUSE

5.1 Refuse: The Contractor shall take positive action to prevent work-generated refuse from entering the sewer system and water bodies. All Contractor generated refuse and waste shall be hauled from the construction site daily to a disposal area located outside the physical boundaries of the installation. This refuse and waste material shall be hauled in with tight-fitting beds and covers to prevent spillage on roadways and waterways. The construction site shall be kept neat, orderly, and safe for workmen at all times.

5.1.1 All waste materials other than uncontaminated recyclable metals 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. The Contractor shall provide the CO with the waste manifest tickets for all disposal runs associated with the project.

5.1.2 Salvageable, goods shall be turned in to the appropriate base agency. The Contractor shall separate and turn in recyclable materials to the 325th Services Squadron Recycling Facility, building 6029, 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.

6.0 UTILITY OUTAGES

6.1 Definition: Utility outages shall be defined as a stoppage in electric, gas, potable water, sewer, chilled or hot water, steam, telephone, Energy Monitoring and Control System (EMCS), or any other similar utility whether serving all or a part of a single facility or of several facilities.

6.2 Outage Coordination: All utility outages shall be coordinated with the Using Agency through the CO or the COR. Notice of the necessity for an outage shall be provided by the Contractor to the CO, in writing, not less than seven (7) working days prior to the time of the required outage and written approval for the outage will be issued by the Contracting Officer. All work shall be coordinated and arranged to ensure that the outage will be of minimum duration.

6.3 Utility Restoration: Once a utility outage is arranged and work begun, work shall continue until all utilities are restored to the affected facility or facilities.

6.4 Cancellation: In the event a scheduled utility outage is cancelled by the Government, notification will be given to the Contractor at least 24 hours in advance of the time for the outage to start. Rescheduling of a cancelled outage must be coordinated with written notification as described above.

7.0 EXISTING UTILITIES

7.1 Reference Drawings: Record drawings showing existing underground utilities are located in Building 421, Tyndall AFB. The Contractor shall avail himself of the drawings. Any utility line shown on the record drawings (or made known to the Contractor) and damaged during construction work shall be repaired immediately by the Contractor at no cost to the Government.

8.0 DELIVERABLES / SUBMITTALS

8.1 Design Submittals: The Contractor design team shall evaluate specific requirements presented in this SOW, conceptual drawings provided by government and site visits to produce a complete set of design documents to include a design analysis, engineering calculations, specifications and detailed plans for the project that will be submitted to the Contracting Officer in 65%, 95%, and 100% design phases. The Contracting Officer or his authorized representative may furnish the contractor review comments on the data submitted at the 65%, 95% and 100% design phase submittals. The Government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. The contractor can expect each design review phase by Civil Engineering to take up to 14 days before comments are returned by the Contracting Officer. 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. Review comments for compliance with Federal Acquisition Regulations (FAR) will also be provided by the Contracting Officer.

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 Contracting Officer or his authorized representative in writing. After each review, the contractor will be furnished the comments to be annotated and returned to the Government. 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 7 calendar days after receiving the comments.

8.1.1 The Contractor shall provide 65% design for review and comment. Government shall have 14 calendar days to provide review comments. The Contractor shall schedule and attend a review conference at Tyndall AFB, FL. Refer to the Table of Deliverables for 65% submittal and review meeting timing. Submittal shall at minimum include the following items;

a. Table of Contents

b. Design Analysis with project narrative, code references and engineering calculations

c. Design Drawings

d. Draft AF Form 66

e. Marked-up Technical Specification Sections

f. Phasing Plan

8.1.2 The Contractor shall provide 95% design for review and comment. This package shall be in a substantially complete design state. Government shall have 14 calendar days to provide review comments. Contractor shall schedule and attend a final review conference meeting at Tyndall AFB, FL. Refer to the Table of Deliverables for 95% submittal and review meeting timing. Submittal shall at minimum include the following items;

a. Table of Contents

b. Minutes and sign-in sheet of 65% review meeting

c. 65% Review Comments and Contractor Responses

d. Design Analysis with project narrative, coder references and completed engineering calculations

e. Complete Design Drawings

f. Fully populated AF Form 66

g. Completed Technical Specifications

h. Completed Phasing Plan

8.1.3 The Contractor shall provide 100% Final Design package for inclusion into the project record. Refer to the Table of Deliverables for 100% submittal timing. No review meeting is required for this submittal.

All previous Government comments shall be addressed and incorporated into the design documents.

Submittal shall at minimum include the final version of the previous design submittal items;

8.2 Construction Phasing Plan: The Contractor shall submit a Construction Phasing Plan with the design submittals. The plan should define in detail work phasing intent of the Contractor with dates and duration for each phase of work. Note that the government anticipates that the work will be primarily continuous after mobilization and that portions of the work may be in progress simultaneously. As an example, milling operations may be underway at one location while paving operations are occurring at a previously milled location. This plan will be used as the basis for base populous notification and planning.

8.3 Contract Progress Schedule (AF 3064): The Contractor shall submit a signed AF 3064 (or approved equivalent), Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the duration of the contract period of performance as described in the Table of Deliverables. The Contractor shall also provide a line graph depicting actual construction progress (solid line) versus scheduled construction progress (dotted line) throughout the period of performance. The progress schedule shall be signed by the either the COR or the government contract inspector recommending approval and approved by the CO. If the Contractor requires reimbursement of a high dollar value item, the item shall be identified on the AF 3065, an appropriate percentage applied, and the item must be received and stored on site.

8.4 Contract Progress Report (AF 3065): The Contractor shall submit AF 3065 as described in the Table of Deliverables. This report shall be signed by the Contractor’s on-site representative in the Remarks section of the AF 3065. The work elements and percentages of the total job identified on the AF 3065 shall be identical to the work elements and percentages on the AF 3064. The reported progress will be verified by the COR with a recommendation for approval and final approval will be issued by the CO for inclusion into the project record.

8.5 Work Clearance Request / Digging Permit: Obtain a blank AF Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE REEQUEST (often called a digging permit) from 325 CES Customer Service, (850) 283-4949. Contractors shall request a digging permit at least ten (10) working days in advance of the planned work.

8.6 Hazardous Material and Hazardous Waste: The Contractor will submit TAFB Form 81 (Contractor Questionnaire) and TAFB Form 82 (Chemical Inventory) in ten (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 Form 82. After submission, CEA will notify the Project Manager and/or CONS of the reportable chemicals and of any special instructions. The Contractor is required to submit TAFB Form 83 (Reporting Entry Form) at the end of the project or as indicated by CEA. CEA 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).

8.7 Transfer And Acceptance of Military Real Property (If Applicable): The Contractor shall prepare and submit a DD Form 1354, Transfer and Acceptance of Military Real Property document. The draft and final copies shall be submitted in accordance with the Table of Deliverables.

8.8 Pre-Final Inspection: The Contractor shall conduct a pre-final walk through inspection with Base personnel and publish the pre-final inspection findings in a pre-final inspection (punch list) report. The Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the COR for review.

8.9 Final Inspection: The Contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final inspection (punch list) report. A final inspection shall not be performed until the pre-final inspection (punchlist) report has been resolved. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the BCE or other appropriate organization for signature and acceptance, if required.

8.10 As-Built Drawings: The Contractor shall maintain As-Built Drawings on site throughout the project performance. Upon completion of construction, the Contractor shall submit finalized As-Built drawings signed and sealed by the Designer of Record in digital and hardcopy formats. Digital format shall be in both AutoCAD 2016 (or later) and Adobe PDF files.

8.11 Delivery/Warranty: The Contractor shall complete all inspection and commissioning requirements prior to final inspection. Following final inspection, the Contractor shall deliver to the Government the warrant documentation. The warranty shall be issued in accordance with FAR 52.246-21.

8.12 Table of Deliverables: Project deliverables shall be as shown in the following table.

TABLE OF DELIVERABLES

Document Title Copies Delivery Date

C E

S

P M

C O

N S

E le ct ro n ic

H ar d C op y

E le ct ro n ic

H ar d C op y

Design Charrette Meeting Within 14 calendar days after NTP

Contractor Badge Application 1 0 1 0 7 days after NTP

Progress Schedule (AF 3064 or approved equivalent)

1 0 1 0 At the Design Charrette Meeting. Updated form shall be submitted with each AF 3064

Meeting Minutes 1 0 1 0 2 calendar days after each meeting

Progress Schedule (AF 3064 or approved equivalent)

1 0 1 0 At the Kick-Off Meeting. Updated form shall be submitted with each AF 3064

65% Design Submittal 1 0 1 0 45 Days after NTP

95% Design Submittal 1 0 1 0 75 Days after NTP

100% Final Design Submittal 1 3 1 0 90 Days after NTP

Permit Application Documents 1 0 1 0 Prior to submission to Permitting Agency

Materials Approval (AF 3000) 1 0 1 0 10 days prior to order

Work Clearance Request (AF Form 103A) 1 0 1 0 10 days prior to start of work

HAZMAT Forms 81 and 82 1 0 1 0 10 days prior to start of work

Production or Delivery Problem Report 1 0 1 0 Same day of problem

Welding/Burn Permit 1 0 1 0 Prior to commencing hot work

Contract Progress Report (AF 3065) 1 0 1 0 Weekly

Construction Materials Testing Reports 1 0 1 0 As Available

Pre-Final Inspection 1 0 1 0 Upon Substantial Completion

Draft DD1354 - Transfer & Acceptance of Military Real Property

1 0 1 0 At Pre-Final Inspection

Pre-Final Inspection Report 1 0 1 0 3 days after Pre-Final Inspection

HAZMAT Forms 83 1 0 1 0 Monthly & At Final Inspection

Final DD 1354 - Transfer & Acceptance of Military Real Property

1 0 1 0 At Final Inspection

Final Inspection Report 1 0 1 0 3 days after Final Inspection

9.0 CONTRACTOR’S QUALITY CONTROL

9.1 Quality Control: The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with FAR Clause 52.246-12, Inspection of Construction. The quality control system shall consist of plans, procedures, and organization necessary to manage all delivery orders to produce end products which comply with the contract requirements. The system shall cover all construction operations, both on site and off site, and shall be keyed to the proposed construction sequence. The Government will hold the project manager responsible for the quality of work on the job and is subject to removal by the (CO) for non-compliance with quality requirements specified in the contract.

9.2 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 and final contract documents.

10.0 INSPECTION AND ACCEPTANCE

10.1 Provisions: Government inspections and final acceptance shall be scheduled by the Contractor as the work is completed with the following additional provisions:

a. The Contractor shall give the Government a minimum of three working days notice for all requested inspections.

b. The Contractor shall make sure that the work is ready for all inspections. The presence of an unreasonable number of deficiencies, as determined by the COR, may cause the inspection to be rescheduled.

c. The Contractor will be given a certificate of acceptance by the COR for each successfully completed step of the work. The certificate will be signed by the COR and shall be initialed and dated by the Contractor’s approved representative. One copy of the certificate will be given to the Contractor.

d. Contractor shall complete a CES approved Contractor Daily Report form and submit to COR by 1000 hrs the next day after work is performed and inspected by the CQC Representative.

11.0 DETERIORATED CONSTRUCTION AND FINISH

11.1 Authority: The COR will be the governing authority in determining if existing construction and finishes are deteriorated and require repair and/or replacement.

12.0 WATER CONSERVATION

12.1 Water Conservation: Conserve water to the greatest extent possible.

12.2 Restrictions: If Tyndall AFB implements water usage restrictions, the Contractor is required to comply with these restrictions, at no additional cost to the Government. In the event the Contractor cannot comply with water usage restrictions and still meets other contract requirements (particularly when installing sod or hydro-mulching), then he can request permission from the CO for relief from the restrictions.

12.3 Waivers: Submit request for waivers to water conservation restrictions in writing.