DRAFT_SOW_FA4819-19-R-A014.pdf

STATEMENT OF WORK

REPAIR WEG FACILITY, BLDG 274 Drone Maintenance

TYNDALL AFB FLORIDA

BASE PROJECT NUMBER: XLWU198133C

22 May 2019

1.0 Introduction

This is a Design-Build project to demo, repair and restore interior and exterior elements damaged as a result of Hurricane Michael. Associated areas of repair are identified within this scope of work. The project is comprised of one building on Tyndall AFB and the related disciplines of work as identified in tasks 1-8. The Design-Build Team will consist of a Construction and design team Designer of Record (DOR) 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, including the disposal of all resulting waste materials and project clean up. 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 All codes, regulations and references annotated below shall be the most current version at the time of award. 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 Scope & Applicable Documents: This SOW sets forth the requirements for

Design/Build (DB) contract site specific design and construction effort to remove, repair and restore interior and exterior elements and related infrastructure within a building on Tyndall AFB, Florida. The Contractor and Design Team shall adhere, but are not limited 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.

2.3 Background: Historical architectural and structural construction documents are available for review, however field verification and documentation of existing conditions and configurations prior to construction is essential. This is an appx.

6000sf slab on grade metal building with a raised rib roof. There is appx. 500sf of heated/cooled office space and restroom inside the building.

2.4 Design/Build Requirements: Design services shall develop design documents which identify the necessary requirements for the Drone Maintenance Building repairs. Design documents shall include working drawings, specifications and O&M manuals.

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

2.6 Description of Work: The squadron assigned to this building will be occupying a large portion of the building during construction. The contractor will be expected to coordinate closely and with ample lead time, as designated in the Table of Deliverables, any requests for the user to relocate or suspend their mission inside the building. As part of the proposed effort for this DB, 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 duration. The construction documents provided by the design team shall thoroughly define the renovation 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. The Contractor shall verify quantities and locations for all materials associated with the effort. The Contractor shall provide all labor, materials, and equipment required to design and construct this project. Refer to Appendix A - Drawings – “Site Location”, for the site location on TAFB. The product shall consist of a comprehensive design clearly identifying the necessary requirements for the construction/installation of the following tasks in Building 274:

2.6.1 Task 1: Building Structure and Envelope

A) Exterior Walls –On the north gable, replace approximately 75 sf. of damaged metal wall panels and trim, minimum 24 gauge. Inspect the remaining exterior metal wall panels and trim and repair as required to maintain conformance with Florida Building Code (FBC) Level 4.

B) Clean the exterior split-faced block masonry walls of all stains using a pressure washer. Repair any imperfections in the seams and joints, then apply water sealant to exterior walls according to manufacturer’s recommendations and TAFB base standards.

C) Overhead Doors – Replace two motorized overhead doors and their frames (appx. 14’x16’) that are damaged and need to be replaced.

D) Exterior Flush Doors – Unless otherwise indicated, all exterior doors shall be 3 foot by 7 foot for single doors and 6 foot by 7 foot for double doors. All exterior doors shall be replaced to meet UFC 4-010-01 DoD Minimum Antiterrorism Standoff for Buildings. Existing exterior walls shall receive structural steel enhancement at door openings to meet ATFP loading requirements.

E) Roofing – Demolish the entire roof assembly, including insulation, edge metal, flashing, and gutters down to the structural framework. Install new standing seam metal roof panels with size, color, and profile to match existing. Install minimum R-19 foil-faced batt insulation below deck. Remove all resultant debris and dispose of as required by base regulations and Local/State requirements whichever is the more stringent.

2.6.2 Task 2: Interior Construction

A) Pre-Demolition activities shall include a complete Mold Remediation that is in compliance with UFGS 02 85 00.00 20 MOLD REMEDIATION.

Remove all resultant debris and dispose of as required by base regulations and Local/State requirements whichever is the more stringent. Replace all materials with like product. Supply submittals for review. Repair and replace all structural support elements as required.

B) Replace existing gypsum wallboard using 5/8” gypsum wallboard unless otherwise noted. Replace wall insulation with R-22 insulation. Replace suspended ceiling tiles accordingly to match existing. Replace all damaged suspended ceiling grid. Extend interior wall to 6” above suspended ceiling.

2.6.3 Task 3: HVAC

A) Replace two exterior gravity louvers for ventilation fans in the bay.

B) Replace the entire HVAC split-system that maintains air inside the interior enclosed office space and restroom within the building structure. This is to include, but not limited to: Air handler unit, condenser unit, ductwork, diffusers, thermostat, and controls.

C) Replace ceiling insulation.

D) New construction:

1. Provide outdoor HVAC chillers with phenolic protection, ductwork entering the building, and drop vents to 10’ AFF. Vents should be spaced to accommodate 6,000 sq. ft. of floor space. The HVAC design should maintain temperatures 45ºF - 85ºF and relative humidity below 85%. Provide large-scale ceiling fans as necessary to accommodate temperature and humidity design parameters.

E) Add clear plastic insulating strips for the two garage doors. Similar to those installed in large walk-in freezer/refrigerators.

2.6.4 Task 4: Fire Protection

A) Remove and replace the entire fire protection sprinkler system and controls, not to include the riser. The new fire alarm system shall include a Mass Notification System. The entire system shall comply with UFC 3- 600-01 Fire Protection Engineering for Facilities, and with UFGS Spec.

Section 28 31 76 Interior Fire Alarm and Mass Notification System.

B) Test system for operability as per federal and Base requirements.

Provide submittals and coordinate construction and testing with Base Fire Department.

2.6.5 Task 5: Electrical

A) Replace all existing indoor and outdoor electrical power and lighting conductors, raceways, junction boxes, switches, fixtures, distribution panels, surge protection devices, and indoor transformers.

B) Add enough distribution panel capacity and transformer capacity as required to provide an additional 800 amps of new 3-phase load. (ref Appendix A Drawings)

2.6.6 Task 6: Lightning Protection System (LPS)

A) Remove and replace the building facility lightning protection system, including any damaged electrical grounding components. Provide two paths to ground for all air terminals. LPS shall be connected to facility grounding system as required by National Electric Code. LPS shall be designed and installed IAW AFI 32-1065 and NFPA 780. The contractor shall ensure that all roof penetrations are properly sealed to prevent roof leaks. The LPS shall be inspected by a commercial, third party inspector whose sole work is lightning protection, and shall be certified by this third-party inspector as compliant with AFI 32-1065 and NFPA 780, in that priority order. A UL certification on its own shall not be adequate for acceptance of any Air Force Project.

2.6.7 Task 7: Plumbing

A) Add one new ½” water outlet inside the building. (ref Appendix A – Drawings - “New Plumbing Work”)

2.6.8 Task 8: Communications

A) Remove and replace nine (9) quadraplex Voice/Data Information

Management Outlets (IMO’s) in Room 101 complete to include faceplates, modular jacks and cabling.

B) Remove and replace Category 6 48-port patch panel.

C) Remove and replace 25-pair Telephone Primary Building Protector Block and solid state protector modules.

2.6.9 Specific Exclusions from SOW

A) None

2.6.10 All Tasks

A) The contractor shall perform the construction effort in strict compliance with the approved construction documents. Deviations from the approved documents will not be accepted or considered without formal approval in writing from the Contracting Officer. Clean up work areas daily and legally dispose of all Construction waste off site.

B) Recommended Performance Period is 300 calendar days; 120 days for design and 180 days for construction.

2.7 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

2.8 Applicable Documents

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

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

In addition to adhering to the previous guidance, the Contractor shall review and adhere to the most resent version of the following code criteria as applicable (some documents are hyperlinked for expediency):

UFC 1-200-01 The DoD Building Code

UFC 1-200-02 High Performance and Sustainable Building Requirements UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Standard UFC 1-300-08 Criteria for Transfer and Acceptance of DoD Real Property UFC 3-101-01 Architecture UFC 3-110-03 Roofing UFC 3-110-04 Roofing Maintenance and Repair UFC 3-190-06 Protective Coatings and Paints UFC 3-250-08FA Sealing Joints and Cracks

UFC 3-301-01 Structural Engineering

UFC 3-310-04 Seismic Design for Buildings UFC 3-400-02 Design: Engineering Weather Data UFC 3-401-01 Mechanical Engineering

UFC 3-410-01 Heating, Ventilating, and Air Conditioning

UFC 3-410-02 Direct Digital Control for HVAC UFC 3-410-04 Industrial Ventilation

UFC 3-420-01 Plumbing Systems

UFC 3-430-09 Exterior Mechanical Utility Distribution UFC 3-450-01 Noise and Vibration Control

UFC 3-500-01 Electrical Engineering

UFC 3-520-01 Interior Electrical Systems

UFC 3-530-01 Interior and Exterior Lighting and Controls

UFC 3-550-01 Exterior Electrical Power Distribution UFC 3-560-01 Electrical Safety O&M UFC 3-570-01 Cathodic Protection UFC 3-575-01 Lightning and Static Electricity Protection

UFC 3-580-01 Telecommunications Interior Infrastructure

UFC 3-600-01 Fire Protection Engineering for Facilities

UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings

UFC 4-010-05 Sensitive Compartmented Information Facilities UFC 4-021-01 Mass Notification Systems UFC 4-021-02 Electronic Security Systems UFC 4-211-01 Aircraft Maintenance Hangars

USAF BIM Minimum Requirements Version 2.1

EM 385-1-1 USACE Safety and Health Requirements Manual

AFI 32-1065 Grounding System

TAFB FEP TAFB Facility Excellence Plan

TAFB IFS TAFB Installation Facility Standard

NBIMS US V3 National BIM Standard US Version 3

NFPA 72 National Fire Alarm Code

NFPA 101 Life Safety Code

NFPA 70 National Electric Code

NFPA 780 Standard for the Installation of Lightning Protection System

IMC International Mechanical Code

IPC International Plumbing Code

SMACNA Guides Sheet Metal & Air Conditioning Contractors’ National Assoc.

NFPA 13 Standard for the Installation of Sprinkler Systems

ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality ASHRAE 90.1 Energy Standard for Bldgs. Except Low-Rise Residential ASHRAE 100 Energy Conservation in Existing Buildings ASHRAE 111 Testing, Adjusting, and Balancing of Building HVAC Systems

ASHRAE 180 Inspection & Maintenance Commercial Bldg. HVAC Systems ASHRAE 202 Commissioning Process for Buildings and Systems ASHRAE Guide 4 Prep of Operating and Maintenance Documentation FS 553 Florida Building Code – Miami Dade Construction Standard NEBB Standards for Whole Building Systems Commissioning IBC 2018 International Building Code, 2018 Edition ASCE 7-10 Wind Loads

2.9 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.

2.10 Construction: Upon approval by the CO for all preconstruction submittals, applicable permits, and construction documents; the CO will issue a Notice to Proceed at which time the Contractor may commence on-site construction activities. The Contractor shall conform to all specifically referenced and otherwise 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 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 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. Government furnished equipment: NONE

3. Weapons bunkers are excluded from contract. NO unauthorized entry into these spaces is allowed in any circumstances. Request to enter these spaces must be submitted in writing.

3.0 GENERAL REQUIREMENTS

3.1 Period of Performance: Estimated 300 calendar days, may vary due to unexpected conditions or contractor/government delays

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

3.3 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.

3.4 Facility Occupancy: The facility covered by this contract is currently occupied and functional. The squadron assigned to this building will be occupying a large portion of the building and performing their mission during construction. The Contractor will be expected to provide a Construction Phasing Plan to the Govt.

for approval which identifies the phases planned for accomplishing all project requirements within the allotted timeframe. The Construction Phasing Plan will be a guideline used by both the squadron and the Contractor when planning to relocate or suspend their work inside the building during construction. 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 if required for any reason for the duration of the performance period. The Contractor shall notify the Government a minimum of ten (10) days in advance of each mobilization.

3.5 Bulletin Board: Immediately upon mobilization, 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.

3.6 Identification of Employees: The Unit Security Manager will coordinate the

Background Affidavit (with Pass & ID) and the DD 1172 Base Access Request form – allow up to 10 day process time. 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.

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

3.8 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.

3.9 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.

3.10 Environmental Protection: Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, and the general site environment. This includes the protection of the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work. 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.

3.11 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.

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

3.13 Federal Holidays: Tyndall AFB observes the following Federal Legal Holidays:

New Year’s Day

1 Jan

Martin Luther King Birthday

Third Monday in Jan

Presidents Day

Third Monday in Feb

Memorial Day

Last Monday in May

Independence Day

4 July

Labor Day

First Monday in Sep

Columbus Day

Second Monday in Oct

Veterans Day

Second Monday in Nov

Thanksgiving Day

Fourth Thursday in Nov

Christmas Day

25 Dec

3.14 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.

3.15 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.

3.16 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.

3.17 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.

3.18 Contractor’s Management and Use of Electromagnetic Emission Devices on

Base: The Contractor is not permitted to use electromagnetic emission devices including: 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.

3.19 Preparation of Progress Schedules and Reports: The reports contemplated 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

Subpart O

Mechanized Equipment

Subpart Q

Concrete Forms

.850

Demolition

AFOSH 161-4

Asbestos and PPE

.1001

.58

AFOSH 91-4

Ladders

AFOSH 91-5

Welding, Cutting, Brazing

AFOSH 91-25

Confined Spaces

NEC

Electrical Work

Subpart P

Trenching

.202, .203

Barricades

AFOSH 91-25

Confined Space Entry

.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 if required. 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 at no additional cost to the government

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 with Civil Engineering, 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.

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 65%, 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-Builds 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 65% and 95% 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.

Government design review comments will be issued to the contractor within 10 calendar 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 7 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 65% and 95% design for review and comment

(see deliverables table). 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. Construction documents.

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

e. Updated Construction Phasing Plan for approval.

8.6.4 The Contractor shall provide 100% Final Design package for approval. 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.

8.6.5 The Contractor shall provide a Construction Phasing Plan to the Govt. for approval at the Kick-Off Meeting. The Contractor will provide an updated Construction Phasing Plan with each design submittal and on the first day of each month during the construction period. The Construction Phasing Plan will be a guideline identifying the timeframes and areas inside the building that both the squadron and the Contractor will use when planning to relocate or suspend their work inside the building during construction.

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 (punch list) 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

C E

S

P M

C

O N

Delivery Date le ct ro ni c

H ar d C op y

E le ct ro ni c

H ar d C op y

Kick-Off Meeting

14 calendar days after award

Meeting Minutes

2 calendar days after each meeting

Progress Schedule (AF 3064 or approved equivalent)

5 calendar days after award or at the Kick-Off

Meeting, whichever is later. Updated form shall be submitted as needed

Construction Phasing Plan

At Kick-Off Meeting and with each Design Submittal and on the first day of each month during construction for approval.

Work Clearance Request (AF Form 103A)

10 calendar days prior to start of work

HAZMAT Forms 81 and 82

7 calendar days after NTP & prior to start of work

Progress Report (AF 3065 or approved equivalent)

Once a week

3-week Look Ahead report

Once a week (during construction)

65% Design Submittal per Section 8.6.3

45 calendar days after NTP

95% Design Submittal per Section 8.6.3

90 calendar days after NTP

Government Review Period

GOV review comments provided within 10 calendar days after 65% and 95% design submittal

Contractor Response to Review Comments

7 calendar days after GOV review comment receipt

65% & 95% Design Review Meeting

Within 5 calendar days after approved contractor response to review comments

100% Design Submittal per Section 8.6.4

14 days after 95% design approval

Material Submittals Approval as required (AF Form

3000)

Minimum 30 days prior to Order Date

Production or Delivery Problem Report

Same day of crisis

Construction Material Testing Reports

As available

TABLE OF DELIVERABLES

Document Title

Copies

C

P M

C

O N

Delivery Date le ct ro ni c

H ar d C op y

E le ct ro ni c

H ar d C op y

Welding/Burn Permit

Prior to commencing work

Draft DD1354

30 days before Pre-Final Inspection

Pre-Final Inspection Report

5 days before Final Inspection

HAZMAT Forms 83

Prior to Final Inspection

Daily Logs (AF Form 1477 or approved equivalent)

Final Inspection

Transfer & Acceptance of Military Real Property (DD

1354)

Final Inspection

Final Inspection Report

7 days after Final Inspection

As-Built Construction Documents

7 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. 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/her own field investigations to verify existing conditions, dimensions and other information shown on Government furnished reference drawings, solicitation documents and construction documents. Deviations, errors, or omissions in the government supplied reference materials or the design teams construction documents shall be identified and addressed by the contractor during the design phase of the contract.

9.3 Site Design Data: The contractor is responsible for field reconnaissance, surveys, site investigations and testing required to obtain engineering information and design data for the accomplishment of the contract documents for the project in…