Attachment 2. SOW - XLWU22-8124_BEACH BEACH RD.pdf

FA4819-22-R-XXXX

Statement of Work

13 April 2022

STATEMENT OF WORK

XLWU22-8124

REPAIR BEACON BEACH ROAD

Department of the Air Force

325 Fighter Wing (ACC)

Tyndall Air Force Base, Florida

Table of Contents

1.0 Introduction

2.0 Scope of Work

2.2 Description of Work

2.2.1 Task 1: Resurface Beacon Beach Road (1.5 inch depth)

2.2.2 Task 2: Resurface Beacon Beach Road (2.0 inch depth)

2.2.3 Task 3: Repair Damaged Culverts

2.2.4 Task 4: Provide Pedestrian walk Protection

3.0 Government Furnished Equipment

4.0 General Safety Requirements

5.0 Generated Refuse

6.0 Utility Outages

7.0 Existing Utililties

8.0 Deliverables/Submittals

8.10 Table of Deliverables

9.0 Contractor’s Quality Control

10.0 Inspection and Acceptance

11.0 Deteriorated Construction and Finish

12.0 Water Conservation

13.0 Contractor Storage/Staging Area

14.0 Contract Administration/Points of Contact

1.0 Introduction

The intent of this project is to repair select base pavements across Tyndall Air Force Base (AFB) properties. 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-construction/criteria review meeting to be held prior to Contractor mobilization.

2.1 Scope and Applicable Documents

This SOW sets forth the requirements for a Sustainment, Restoration & Modernization (SR&M) Acquisition contract for a site specific construction effort for repair of select pavements located on Tyndall AFB, Florida. The Contractor shall adhere to the following guidance during construction phase(s) of this project: Unified Facilities Criteria (UFC) 3-250-01, Pavement Design for Roads and Parking Areas; UFC 3-250-03, Standard Practice Manual for Flexible Pavements; UFC 3-600-01, Fire Protection for Facilities; 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 Facility Excellence Plan (Base Regulations); 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. If there is a conflict between these codes, regulations and specifications the most stringent requirements shall apply at all times. Documents 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. The Period of performance for this project is 180 days from Notice to Proceed.

2.2 Description of Work

The project intent is to fully repair select roads located on Tyndall AFB. The repair will primarily involve mill and resurfacing of roadway with base repair where needed, new permanent pavement markings, and several areas requiring restriping. The project may require ancillary work not outlined in the tasks to deliver a complete and usable product. The contractor shall perform corrective measures to address encountered isolated areas of instability, potholes or root damage which is estimated to be 5% of the combined pavement area. Any of the aforementioned conditions encountered shall be quantified and communicated to the Contract Administrator and Civil Engineering Squadron Project Manager upon discovery. Milling and asphalt depths stated in the task descriptions are average values. Underlying base materials/subgrade disturbed during construction activities shall be reworked to achieve stable bearing surface for the pavement section.

Pavement markings shall match existing unless specifically noted otherwise. The Contractor is to notify Government if existing markings conflict with MUTCD or FDOT standards. 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. Maintenance of Traffic (MOT) guidelines shall be followed. Night and weekend work should be anticipated in order to complete the project without closure of the road way during normal base working hours. The Government provided documents and existing field conditions shall be reviewed by the contractor to identify any potential discrepancies and develop necessary Requests for Information (RFI) prior to construction mobilization. All sites are to be clean and free of any debris at completed of project.

2.2.1 Task 1: Resurface Beacon Beach Road (1.5 inch depth)

Mill and resurface asphalt to a depth of 1.5 inches of Beacon Beach Road from Suwannee Road to the entrance to building # 1212 as outlined in sheet #2 of Appendix A. This roadway has moderate traffic counts and traffic must be maintained at all times during this project. All measurements are an estimate and contractor’s proposal shall be based on field measurements taken by the contractor and not based on government supplied estimates. New pavement markings shall be thermoplastic paint and are to match existing. Anticipated repair efforts shall include the following:

A. Milling of approximately 3,250 linear feet of roadway.

B. Repair of base material not to exceed 5% of total roadway.

C. Resurface of approximately 3,250 linear feet of roadway.

D. Re-striping of approximately 3,250 linear feet of roadway.

2.2.2 Task 2: Resurface Beacon Beach Road (2.0 Inch depth)

Mill and resurface asphalt to a depth of 2.0 inches of Beacon Beach Road from the entrance to building #1212 to Prime Beef Rd. as outlined on sheet #3 in Appendix A. This roadway has moderate traffic counts and traffic must be maintained at all times during this project. All measurements are an estimate and contractor’s proposal shall be based on field measurements taken by the contractor and not based on government supplied estimates. New pavement markings shall be thermoplastic paint and are to match existing. Anticipated repair efforts shall include the following:

A. Milling of approximately 10,100 linear feet of roadway.

B. Repair of base material not to exceed 5% of total roadway.

C. Resurface of approximately 10,100 linear feet of roadway.

D. Re-striping of approximately 10,100 linear feet or roadway.

2.2.3 Task 3: Replace Damaged Culverts

Replace two (2) damaged culverts. Culvert # 1 will be upsized to an 18” by 24” reinforced concrete pipe (rcp) and culvert #2 will match existing size and type. Location of damaged culverts are indicated on sheets # 4 & 5 in Appendix A. This roadway has moderate traffic counts and traffic must be maintained at all times during the project. All measurements are an estimate and contractor’s proposal shall be based on field measurements taken by the contractor and not based on government supplied estimates. Anticipated replacement effort shall include the following:

A. Excavate existing culverts.

B. Install new culverts.

C. Repair road base.

D. Install new head walls and or concrete mitered ends.

E. Clean out surrounding inlet and outfall to ensure proper flow.

F. Repair multi model track affected by culvert replacements.

2.2.4 Task 4: Provided Pedestrian Walk Protection.

Remove and replace reflectors on approximately 8500 linear feet of Beacon Beach Rd. as shown on sheet #6 in Appendix A. The spacing of the reflectors are to match existing. Reflectors are to meet Air Force UFC and United States Department of Transportation specifications. This roadway has moderate traffic counts and traffic must be maintained at all times during the project. All measurements are an estimate and contractor’s proposal shall be based on field measurements taken by the contractor and not based on government estimates. Anticipated replacement effort shall include the following:

A. Remove approximately 2850 road reflectors.

B. Install approximately 2850 USDOT approved road reflectors.

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

2.4 Permits (Where Applicable)

The Contractor shall develop, coordinate, and be responsible for labor and other costs associated with acquiring any and all required state, local, and other applicable permits; base access (including off-base easements and leases), agreements, licenses, and certificates required to perform and complete the project. Before the start of work, the Contractor shall process an Air Force Form 103, Work Clearance Request, through the local Base Civil Engineer (BCE) office. The Contractor shall maintain a library of the documents on site as well as at the corporate facility handling each project. The Contractor shall comply with applicable permit conditions, environmental protection policies and appended guidelines.

2.5 Construction:

Upon approval by the Contracting Officer (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 requirements 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 2.2, 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.

2.6 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 supplied in the RFP package 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, CO, the Civil Engineer Squadron (CES), and user in accordance with the Table of Deliverables (Section 8.10 of the SOW). The meeting objective is to review project details, determine the start date, security procedures for the 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 road and parking facilities covered by this contract are currently open to the public and experiences moderate pedestrian and vehicle traffic. During performance of this contract, non-work areas will remain functional to normal activities unless noted otherwise. Refer to the Task Descriptions for task specific occupancy conditions. Base personnel will relocate military vehicles/equipment from the work areas. The Contractor is responsible for all maintenance of traffic (MOT) in the work areas for the duration of the performance period.

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 in 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 by 325th Security Force Squadron and distributed by the 325th Civil Engineering Squadron Project Manager.

During performance of the contract, prescribed identification shall immediately be delivered to the CO for cancellation upon the 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 CES and approved by the CO.

3.6 Job Site Tools and Equipment:

All hand tools and equipment shall be maintained in good working condition 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 the 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, generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and commission systems necessary to control any 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. A stormwater pollution protection plan will be required to be submitted by the contractor and approved by CES’s Environmental flight.

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 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 document the inspection of drums for leaks on a weekly basis. A copy of the inspection checklist shall be coordinated through 325 CES/EA. The Contractor shall be responsible for transportation and disposal shall be coordinated through 325 CES/CEA every Friday. Hazardous waste 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 services throughout accomplishment of the construction period for the Invitation for Bid (IFB). 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 Year’s Day 1 January Martin Luther King’s Birthday Third Monday in January Presidents’ Day/Washington’s Birthday Third Monday in February Memorial Day Last Monday in May Juneteenth Independence Day

June 4 July

Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day Second Monday in November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

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 with in the construction area minimum field-type sanitary facilities approved by the CO. Government toilet facilities will not be available to the 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, packing material and the like. If the previously 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 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 Military Affiliate Radio System (MARS), Citizen Band radios (CBs), and Amateur Radio Stations. The Contractor shall comply with the Air Force Military Training Center (AFMTC) Regulation 700-14, July 1989.

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 per Table of Deliverables (Section 8.10 of the SOW). Progress reports are due the following Tuesday by Close of business (COB).

4.0 General Safety Requirements

4.1 Workplace:

Provide a safe workplace for employees and the general public while performing the contract work.

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. Daily work safety meeting are required and should be documented in the submitted daily inspection reports.

4.2 Roads:

Obey the posted base speed limits. Wear seat belts on base in accordance with AFI 91-207, The US Air Force Traffic Safety Program.

4.3 Accidents:

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

4.4 Safety Regulations:

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

4.5 Required:

Standard Section Subject OSHA 1910, Occupations Safety and Health Standards

.133/.134/.135/.136/.138 Personal Protective Equipment

OSHA 1910 .215 Explosives AFM 91-201, Explosives Safety Standards

Explosives Safety Standards

OSHA 1926, Safety and Health Regulations for Construction

Subpart H Material Handling

OSHA 1926 Subpart O Mechanized Equipment OSHA 1926 Subpart Q Concrete Forms OSHA 1926 Subpart T Demolition AFOSH 161-4, Exposure to Asbestos Asbestos and PPE OSHA 1910 .1001 Asbestos AFOSH 91-5, Welding and Cutting (Hot Work)

Welding, Cutting, Brazing

National Electric Code (NEC) Electrical Work OSHA 1926 Subpart P Trenching OSHA 1926 Subpart G Barricades AFOSH 91-25, Confined Spaces Confined Space Entry OSHA 1926 Subpart L Scaffolding

4.6 OSHA Inspections:

The Contractor shall be subject to no-notice inspections under OSHA program by inspectors of the

DOL.

4.7 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 barriers, 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 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 their operations.

4.8 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 related 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.

4.9 Severe Weather:

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

4.9.1 Notification:

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

4.9.2 Notification to Secure Property:

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

4.9.3 Secure Property:

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.

4.10 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.

4.11 Explosive Operated Hand Tools:

The Contractor shall comply with OSHA Standard 1910.215 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.

4.12 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 General Waste Material

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 work day. 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, Solid Waste Management; federal, state, and local laws;

ordinances; regulations; court orders; or other types 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

Salvageable, goods shall be turned in to the appropriate base agency. 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 CO. All work shall be coordinated and arranged to ensure that the outage will be of minimal duration.

6.3 Utility Restoration:

Once a utility outage is arranged and work begin, 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 36234, Tyndall AFB.

The Contractor shall avail himself/herself 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 the Government.

8.0 Deliverables/Submittals

8.1 Construction Phasing Plan:

The Contractor shall submit a Phasing Plan a minimum of ten (10) days in advance of mobilization.

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.

This plan will be used as the basis for base populous notification and planning. All facilities included in the project are in use and thus may require phasing of each task to allow continued use of said facilities.

8.2 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 period of performance as described in the Table of Deliverables (Section 8.10 of the SOW). The Contractor shall 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 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 shell be identified on the AF 3065, an appropriate percentage applied, and the item must be received and stored on the site.

8.3 Contract Progress Report (AF 3065):

The Contractor shall submit AF 3065 as described in the Table of Deliverables (Section 8.10 of the SOW). 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 on the AF 3064. The Contractor shall obtain either the COR or the Government contract inspector’s acceptance by signature of the actual reported progress prior to submission to the CO. Additionally, the Contractor shall submit the updated AF3064 as an attachment to the AF3065. The AF 3065 is due within 3 business days following subject week to include weeks with no work performed.

8.4 Work Clearance Request / Digging Permit:

Obtain a blank AF Form 103, Base Civil Engineer Work Clearance Request (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.

8.5 Hazardous Material and Hazardous Waste:

The Contractor will submit Tyndall AFB (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 (MSDS) 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).

8.6 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 (Section 8.10 of the SOW).

8.7 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 CE for review.

8.8 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 and recorded in the pre- final inspection (punch list) report. A final inspection shall not be performed until the pre-final inspection (punch list) report has been resolved. A the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for signature and acceptance, if required.

8.9 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, Warranty of Construct.

8.10 Table of Deliverables:

Project shall be as shown in the following table.

Table of Deliverables

Document Title Copies

Delivery Date 325 CES PM 325 CONS Electronic Hard Electronic Hard

Kick-Off Meeting Within 7 calendar days after award Progress Schedule (AF 3604 or approved equivalent)

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

Meeting Minutes 1 0 1 0 2 calendar days after each meeting Stormwater pollution protection plan Daily Inspection Reports

Prior to start of construction By 1000 hrs following business day

Contractor Badge Application 1 0 1 0 10 days after award 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 the start of work HAZMAT Forms 81 and 82 1 0 1 0 10 days prior to the start of work Construction Phasing Plan 1 0 1 0 10 days prior to the 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 DD 1354 - Transfer & Acceptance of Military Real Property

At Pre-Final Inspection

Pre-Final Inspection Report 1 0 1 0 3 days after Pre-Final Inspection HAZMAT Form 83 1 0 1 0 Monthly & At Final Inspection Final DD 1354 - Transfer & Acceptance of Military Real Property

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. All quantities listed in the RFP package are estimates. The contractor is required to submit a proposal based on the contractor’s field investigations and measurements.

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 Contactor shall give the Government a minimum of three (3) 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 Contracting Officer, may cause the inspection to be rescheduled.

c. The Contractor will be given certificate of acceptance by the Contracting Officer for each successfully completed step of the work. The certificate will be signed by the Contracting Officer 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 325 CES approved Contractor Daily Report form and submit to the Contracting Officer by 1000 hours the next day after work is performed and inspected by the Construction Quality Control (CQC) Representative. All daily reports are to be signed by the Construction Quality Control 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. The CO will consider such cases on an individual basis and grant waivers only in extreme cases. Submit detailed requests with appropriate manufacturer’s/supplier’s data to show unavoidable noncompliance with the water usage restrictions. In the event a restriction is conditionally waived, use only the minimum amount of water necessary to comply with contract requirements.

13.0 Contractor Storage/Staging Area

13.1 Operations and Storage Approval:

Notwithstanding Contract Clause, FAR 52.236-10, Operations and Storage Areas, subject to approval by the CO and in turn, availability and need, a storage/staging area shall be provided at the subject project site.

13.2 Storage Area Clean Up:

At work completion, clean the storage area. This area must be free of any materials, trash or debris before receipt of final payment. Existing fencing shall remain Government property.

14.0 Contract Administration/Points of Contact

14.1 Contracting Officer Authority:

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

14.2 Contracting Officer:

The CO will be assigned before contract award.

325 CONS/LGCC

101 Mississippi Ave

Bldg. 36234

Tyndall AFB, FL 32403

325CONS.construction@us.af.mil

14.3 Civil Engineering Squadron Representative:

Primary: Daniel Russell (850) 527-0166, Alternative: Macario Garcia

Daniel.russell.26.ctr@us.af.mil

14.4 Technical Representative:

325 CES/CEPMS is designated as the technical representative to ensure progression, workmanship, and inspection of materials for work being performed under this contract. This clause in no way authorizes anyone other than the CO to commit the Government to changes in the terms and conditions of the contract.

14.5 Field Changes:

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

END OF DOCUMENT