Attachment_01,_SOW_5_Apr_18.pdf

STATEMENT OF WORK

REPAIR FAILED DORM WALLS, B1046

TYNDALL AFB FLORIDA

Base Project Number: XLWU 16-1085 05 April 2018

1.0 INTRODUCTION

This Design-Build effort is intended to repair and restore building exterior elements of building 1046 that are exhibiting age and weather related distress. The project is located at 621 E Mississippi Road on Tyndall Air Force Base (AFB). The Design-Build Team will consist of a General Contractor and an AE firm that 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, A/E design, 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 kick-off meeting.

2.1 Scope & Applicable Documents: This SOW sets forth the requirements for an SR&M Acquisition Invitation for Bid (IFB) contract site specific design and construction effort to restore the exterior of building 1046 on Tyndall AFB, Florida. The Contractor and Design Team shall adhere to the following guidance during design and construction phase(s) of this project: United States Army Corps of Engineers, Uniform Building Code (UBC), Unified Facilities Criteria (UFC) 3-600-01, those sections of the Southern Standard Building Codes not incorporated in the UBC/International Building Code (IBC) for our respective area, International Concrete Repair Institute (ICRI) Guidelines, Air Force Standards, Department of Defense (DOD) Directives, Florida State Statutes, and the Tyndall AFB Facility Excellence Plan (Base Regulations), Occupational Safety and Health Administration (OSHA) Requirements, Department of Environmental Protection (DEP) Regulations, Environmental Protection Agency (EPA) Regulations, and ABA Accessibility 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.

2.2 Background: Building 1046 is a three story dormitory building originally constructed in circa 1977. The building is founded on a shallow foundation system consisting of continuous strip and spread footings. The frame is comprised of structural concrete masonry unit (CMU) walls with cast-in-place concrete tie beams at each level. The floor system is constructed using 8 inch prestressed hollow core panels with a 2 inch concrete topping. The flat roof also uses 8 inch prestressed hollow core panels with cast in place topping at edge and perimeter beams. The building exterior primarily consists of a brick veneer with a precast concrete panel fascia attached at the roof level. According to historical plans, the fascia panels are affixed to the cast-in-place concrete perimeter beams using embedded weld plates, steel angles brackets, strap and dove tail anchors. Remodel efforts completed in the late 1990’s installed a pitched standing seam metal roof and modified the stairwells to achieve the building’s current state. The stairwell screen walls extend from the 1st floor intermediate landing of the stairwell to approximately 25 feet above grade.

Historical architectural and structural construction documents for Building 1046 are included in for reference in Appendix C .

2.3 Description of Work: As part of the proposed effort for this IFB, the Contractor shall implement means and methods that will limit disturbance to the base activities to the greatest extent practicable during the design-build project extent. The construction documents provided by the design team shall thoroughly define the repair effort, and meet the standard of quality typical of the professional design industry.

Construction efforts shall be in strict accordance with the approved, for construction, design documents.

Rehabilitation design and construction shall restore the existing structures to original or better condition and integrity, meeting all applicable codes and standards. Substitutions and/or deviations from the details defined in the solicitation documents will not be accepted unless approved by the CO in writing. Clean up all construction debris, restore disturbed areas, dispose of all waste off site at the conclusion of each task.

The task descriptions below are summaries of work to be completed in order to result in a complete and usable structure meeting the professional standard of quality for the trades utilized. Ancillary efforts required to access and complete the work not specifically listed in the task descriptions shall be anticipated and accounted for in the contractor’s bid documents. The combined Period of Performance (POP) for Tasks 1 through 7 is estimated to require 100 days for design and 150 days for construction which accounts for periods of concurrent work efforts.

2.3.1 TASK 1 – East & West Walls: The east and west walls are exhibiting outward movement at the brick veneer and precast concrete fascia panel interface. Limited exploration of the problem suggests that the lower fascia panel connection system is failing and/or nonexistent which caused the associated veneer movement and water ingress. The anticipated repair efforts will require complete replacement of the brick veneer and anchoring systems. Replacement brick shall match existing. The precast concrete fascia repair is anticipated to require installation of supplemental support for each of the panel lower edges. Removal of the standing seam roof elements are not anticipated to be required.

The project efforts shall include considerations for the control of water ingress and complete replacement of the exterior horizontal and vertical joint sealant materials for both the fascia and the full height of the brick veneer. Fascia joints and exterior surfaces shall be pressure washed to remove laitance and surficial non-concrete materials to provide a clean appearance and sealant boding surfaces prior to installation of new sealant materials.

a. Design & Professional Services: Contractor shall retain professional services necessary to assess the rehabilitation needs and to develop complete design documents for the repair effort that are compliant with governing code and industry standards. The Contractor’s design team shall evaluate the specific project requirements, criteria drawings, and existing condition information collected from site visits/field explorations to produce a complete set of construction documents for the project that will be submitted in accordance with Section 8.6. The design shall address the Task 1 conditions present at Building 1046;

b. Demolition: The contractor shall perform the demolition effort in strict compliance with the approved construction documents for the Task 1 conditions. Legally dispose of all demolition waste off site.

c. Construction: The contractor shall perform the construction effort in strict compliance with the approved construction documents for the Task 1 conditions. Deviations from the approved documents will not be accepted or considered without formal approval in writing from the design team. Clean up work areas and legally dispose of all Construction waste off site.

2.3.2 TASK 2 – Stairwell Screen Walls: Three (3) of the four (4) stair wells contain a pierced brick screen wall at the intermediate landing side of the stairs that are to be demolished. Brick supports and reinforcement shall be completely removed. The fourth stair screen wall was recently removed by base personnel and a temporary railing is currently in place. The temporary railing shall be removed.

Concrete slabs and beams that supported the screen wall at the four (4) stair locations shall be patched to repair any damage present such as remaining drilled holes, spalling, delamination, or exposed steel. Concrete repair shall be completed in accordance with International Concrete Repair Institute (ICRI) guidelines. All four (4) stairwells will receive new railing at the landings where the screen wall was removed similar to the existing railing present at the building. The project efforts shall ensure that accessibility, life safety and loading requirements are achieved.

a. Design & Professional Services: Contractor shall retain professional services necessary to assess the rehabilitation needs and to develop complete design documents for the repair effort that are compliant with governing code and industry standards. The Contractor’s design team shall evaluate the specific project requirements, criteria drawings, and existing condition information collected from site visits/field explorations to produce a complete set of construction documents for the project that will be submitted in accordance with Section 8.6. The design shall address the Task 2 conditions present at Building 1046;

b. Demolition: The contractor shall perform the demolition effort in strict compliance with the approved construction documents for the Task 2 conditions. Legally dispose of all demolition waste off site.

c. Construction: The contractor shall perform the construction effort in strict compliance with the approved construction documents for the Task 2 conditions. Deviations from the approved documents will not be accepted or considered without formal approval in writing from the design team. Clean up work areas and legally dispose of all Construction waste off site.

2.3.3 TASK 3 – Fascia Joints: The precast concrete fascia joint sealant materials for Building 1046 and Annex appear to be exhibiting age and weather related degradation that is permitting water ingress.

The project efforts shall include considerations for the control of water ingress through the joints and complete replacement of the exterior joint sealant materials at all fascia locations not previously addressed by Task 1. Fascia joints and exterior surfaces shall be pressure washed to remove laitance and surficial non-concrete materials to provide a clean appearance and sealant boding surfaces prior to installation of new sealant materials. Removal of the standing seam roof elements are not anticipated to be required for this effort.

a. Design & Professional Services: Contractor shall retain professional services necessary to assess the rehabilitation needs and to develop complete design documents for the repair effort that are compliant with governing code and industry standards. The Contractor’s design team shall evaluate the specific project requirements, criteria drawings, and existing condition information collected from site visits/field explorations to produce a complete set of construction documents for the project that will be submitted in accordance with Section 8.6. The design shall address the Task 3 conditions present at Building 1046;

b. Demolition: The contractor shall perform the demolition effort in strict compliance with the approved construction documents for the Task 3 conditions. Legally dispose of all demolition waste off site.

c. Construction: The contractor shall perform the construction effort in strict compliance with the approved construction documents for the Task 3 conditions. Deviations from the approved documents will not be accepted or considered without formal approval in writing from the design team. Clean up work areas and legally dispose of all Construction waste off site.

2.3.4 TASK 4 – Brick Veneer: The brick veneer of Building 1046 and Annex have experienced isolated damage at various locations as illustrated by representative photos in the criteria drawings. The damage typically consists of 5 to 20 brick and/or mortar joints that have been broken during building service. The project efforts will remove and replace the damaged brick to match the existing. Brick ties, joint sealant and other ancillary building elements affected by the work shall be included in the repair efforts. The Government estimates that the total wall area to be repaired is up to 150 square feet.

a. Design & Professional Services: Contractor shall retain professional services necessary to assess the rehabilitation needs and to develop repair details for the design documents that are compliant with governing code and industry standards. The Contractor’s design team shall evaluate the specific project requirements, criteria drawings, and existing condition information collected from site visits/field explorations to produce a complete set of construction documents for the project that will be submitted in accordance with Section 8.6. The design shall address the Task 4 conditions present at Building 1046;

b. Demolition: The contractor shall perform the demolition effort in strict compliance with the approved construction documents for the Task 4 conditions. Legally dispose of all demolition waste off site.

c. Construction: The contractor shall perform the construction effort in strict compliance with the approved construction documents for the Task 4 conditions. Deviations from the approved documents will not be accepted or considered without formal approval in writing from the design team. Clean up work areas and legally dispose of all Construction waste off site.

2.3.5 TASK 5 – Concrete Repair: The exterior exposed concrete surfaces of Building 1046, Annex and Terrace have experienced rust staining, cracking and spalling at various locations as illustrated by representative photos in the criteria drawings. The repair effort shall remove delaminated concrete, chase/grind cracks, clean and/or cut back exposed reinforcing steel, replace reinforcing steel that has experienced greater than 15 percent section loss, apply protective coating to exposed reinforcing steel, patch concrete, and epoxy inject cracks where applicable. All repair efforts shall be completed in strict accordance with ICRI Guidelines. Ancillary building elements affected by the work shall be included in the repair efforts. The Government estimates that the total surface area to be repaired is up to 520 square feet and 735 linear feet of crack.

a. Design & Professional Services: Contractor shall retain professional services necessary to assess the rehabilitation needs, develop typical repair details for conditions observed during on-site assessment, and consultation with contractor for construction support. The Contractor’s design team shall evaluate the specific project requirements, criteria drawings, and existing condition information collected from site visits/field explorations to produce construction documents for the project that will be submitted in accordance with Section 8.6. The design shall address the Task 5 conditions present at Building 1046;

b. Demolition: The contractor shall perform the demolition effort in strict compliance with the approved construction documents for the Task 5 conditions. Legally dispose of all demolition waste off site.

c. Construction: The contractor shall perform the construction effort in strict compliance with the approved construction documents and ICRI Guidelines for the Task 5 conditions. Deviations from the approved documents and ICRI Guidelines will not be accepted or considered without formal approval in writing from the design team. Clean up work areas and legally dispose of all Construction waste off site.

2.3.6 TASK 6 – Pressure Wash Exterior: The exterior surfaces of Building 1046, Annex and Terrace have experienced staining and laitance build up over time during the service life. The Contractor shall perform thorough pressure wash cleaning efforts for the entire building exterior; excluding new work, roof, and areas cleaned in other tasks, in an effort to restore the original appearance of Building 1046.

Ancillary building elements affected by the work shall be included in the repair efforts. The Government estimates that the total surface area to be washed is approximately 35,000 square feet.

Note that the roof and new work are not part of this work.

a. Design & Professional Services: None Required.

b. Demolition: None Required

c. Construction: The contractor shall perform the thorough cleaning effort for the Building 1046 exterior surfaces to address the Task 6 conditions. Clean up work areas and legally dispose of all Construction waste off site.

2.3.7 TASK 7 – Exterior Doors: The exterior doors of Building 1046 and Annex have experienced age and weather related degradation as illustrated by representative photos in the criteria drawings. The repair effort shall remove and replace all exterior doors, frames, and operational hardware. Replacement materials and hardware shall be commercial grade, typical of that used in the hotel and dormitory industry with standard service life. Operational equipment is expected to be similar to existing and will include items such as kick panels, Best locksets meeting TAFB standards, peepholes, hinges, door closers, room assignment holders and vents where applicable. Finish color shall be similar to existing.

Ancillary building elements affected by the work shall be included in the repair efforts. The Government estimates that the total exterior doors to be replaced will be 106 units.

a. Design & Professional Services: Contractor shall retain professional services necessary to assess the rehabilitation needs and to develop complete design documents for the replacement effort that are compliant with governing code and industry standards. The Contractor’s design team shall evaluate the specific project requirements, criteria drawings, and existing condition information collected from site visits/field explorations to produce a complete set of construction documents for the project that will be submitted in accordance with Section 8.6. The design shall address the Task 6 conditions present at Building 1046;

b. Demolition: The contractor shall perform the demolition effort in strict compliance with the approved construction documents for the Task 7 conditions. Legally dispose of all demolition waste off site.

c. Construction: The contractor shall perform the construction effort in strict compliance with the approved construction documents for the Task 7 conditions. Deviations from the approved documents will not be accepted or considered without formal approval in writing from the design team. Clean up work areas and legally dispose of all Construction waste off site.

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.

2.3.8 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

2.3.9 Permits: (Where Applicable) The 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 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 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 and appended guidelines.

2.3.10 Construction: Upon approval by the CO for all preconstruction submittals, applicable permits, and construction documents; 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 2.3 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 and Contractor personnel;

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 in order to provide clean, complete and functional facility meeting the standard of quality for each trade utilized;

d. Limit disturbance to the natural vegetation, wildlife and base activities to the greatest extent practicable.

2.3.11 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 Bid Documents: The contractor shall complete the bid schedule included in the solicitation and include the completed schedule with the submitted bid documents.

3.2 Job Start Meeting: A job start meeting shall be accomplished with the Contractor, Contracting Officer, CE, and user upon acceptance of the 100% design submission. 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 facility covered by this contract is currently closed to dormitory occupants.

During performance of this contract, non-work areas will remain functional to normal base activities. The Contractor is responsible for diverting and restricting pedestrian and vehicle traffic in the active work areas for the duration of the performance period. The Contractor shall notify the Government a minimum of ten

(10) days in advance of each mobilization.

3.4 Bulletin Board: Immediately upon mobilization to site, the Contractor shall provide a bulletin board not less than 36 by 48 inches (915 by 1220 mm) in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer. Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the Contractor.

3.5 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. 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.

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

3.7 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.

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

3.9 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. 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.

3.10 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.

3.11 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 IFB. It is the responsibility of the Contractor to establish and maintain open communications between salient authorities associated with accomplishment of this IFB.

3.12 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

3.13 Working Hours: The normal duty hours of the facility are from 7:00 AM to 5:00 PM, Monday thru Friday excluding Federal Holidays. All work shall be performed during normal duty hours. All other hours to include weekend and holidays shall be requested through the CO for approval. This request shall be submitted no less than three (3) workdays prior to the time requested.

3.14 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.

3.15 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.

3.16 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.

3.17 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.

3.18 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 located in 8.11.

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 access and temporary relocated paths as necessary to maintain traffic. 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 to roads caused by construction operations.

4.9 Barricades: The Contractor shall erect and maintain temporary barricades to prevent 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 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 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. The line items, associated project percentages, and dates shall accurately depict the planned work to be performed. 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.

8.2 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 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 AF 3064 as an attachment to the AF 3065.

8.3 Material Approval (AF Form 3000): The Contractor shall prepare and submit the AF Form 3000 with all submittals to the Government. The form shall document the contents of the submittal and be signed by the contractor.

8.4 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 10 working days in advance.

8.5 Hazardous Material and Hazardous Waste: The Contractor will submit TAFB Form 81 (Contractor Questionnaire) and TAFB Form 82 (Chemical Inventory) in 7 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).

8.6 Construction Documents: Design drawings, calculations and specifications for each awarded task shall be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Extensive explanatory notes on the drawings should be held to a minimum or placed in the specifications. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible. Construction documents for each awarded task may be combined into a single set.

8.6.1 Drawing Standards: Drawings shall be prepared on AutoCAD release 2008 or compatible format.

All drawings will utilize the Tri-Service Spatial Data Standards (TSSDS) Version 1.8, for compliance with the installation standards. Digital copies of all drawings for project files and CES review shall be provided to the Contracting Officer for project at the 95% and 100% design phases. Approved, For Construction plan set shall be provided digitally and in hard copy with the designer of record’s signature and seal. When the 100% design drawings are accepted, the contractor may then begin construction. As-Builts shall be submitted to the government upon completion of construction and shall be reviewed for accuracy. Upon approval, the contractor shall provide electronic versions of the As-Built drawings in both AutoCAD 2008 or later, and as .PDF to the government on CD. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Extensive explanatory notes on the drawings should be held to a minimum. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible.

8.6.2 Government Review: The Contracting Officer or the authorized representative may furnish the contractor review comments on the data submitted at the 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. 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. Government design review comments will be issued to the contractor within 14 days of design submittal receipt. If any review comment requires clarification and/or amplification to assure compliance, the contractor shall notify the Contracting Officer or the 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 5 calendar days after receiving the comments. The contractor shall comply with the review comments in the development of data for the next submittal.

8.6.3 The Contractor shall provide 95% design for review and comment. This package shall be in a substantially complete design state. The Government will perform a design submittal review and provide the Contractor with review comments as defined in Section 8.6.2. Contractor shall schedule and attend a final review conference meeting at Tyndall AFB, FL. Formal acceptance of the submittal will be issued when the government comments have been addressed in the construction documents.

Refer to the Table of Deliverables for submittal, review period, and conference details.

Design Submittal Requirements

a. AF Form 3000 documenting the submittal contents.

b. Table of Contents.

c. Design analysis summarizing design with completed engineering calculations.

d. Essentially complete construction documents.

e. Fully populated AF Form 66; Schedule of Material Submittals.

8.6.4 The Contractor shall provide 100% Final Design package. All previous Government comments shall be addressed in this design package. No review conference is required for this design submittal. The submittal will be formally approved upon verification that the package is complete and all previously provided review comments have been addressed. Refer to the Table of Deliverables for submittal details.

Design Submittal Requirements

a. AF Form 3000 documenting the submittal contents.

b. Review comments and Contractor responses from 95%.

c. Minutes and sign-in sheet of 95% review meeting.

d. Final design analysis.

e. Final construction documents.

f. Final AF Form 66; Schedule of Material Submittals.

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 for each of the project tasks. A draft copy of the document shall be submitted for review by the Government to verify completeness and accuracy at least 30 days prior to the pre-final inspection. The completed DD Form 1354 shall be turned over to the COR at final inspection.

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 for each of the project tasks. The Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the COR for review for each project task.

8.9 Final Inspection: The Contractor shall conduct a final inspection with base personnel and publish the findings in a final inspection report for each project task. 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 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.

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

TABLE OF DELIVERABLES

Document Title

Copies Delivery Date

C

ES

PM

C O

N S

El ec tro ni c

H ar d C op y

El ec tro ni c

H ar d C op y

Kick-Off Meeting 7 calendar days after award

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

Progress Schedule (AF 3064…