Attachment 2_Appendix A - Additional Requiements.pdf

XLWU-21-4006

Appendix B 26 Mar 2024

APPENDIX – A ADDITIONAL

REQUIREMENTS

For

TYNDALL AFB FLORIDA

Project Number: XLWU 25-4009

XLWU-25-4009

26 Mar 2024

Rev log:

Initial Issue 20240326

26 Mar 2024

Contents

REV LOG

1.0 GENERAL REQUIREMENTS

1.1 PRE-AWARD REQUIREMENTS

1.2 SUMMARY OF WORK

1.3 CONTRACT CLAUSES

1.4 SITE ACCESS BADGES DBIDS

1.5 NO SMOKING POLICY

1.6 WORKING HOURS

1.6 PARKING

1.7 PHOTOGRAPHY

1.8 DESIGN BUILD TEAM

1.9 SUPERVISION

1.10 ROLES AND RESPONSIBILITIES - POINTS OF CONTACT (POC)

1.11 PERMITS - WEAK

1.12 MEETINGS

1.13 JOB START MEETING

1.14 PRE-CONSTRUCTION MEETING

1.15 USER AND STAKEHOLDER REQUIREMENTS MEETINGS

1.16 REDZONE MEETINGS AND CHECKLIST

1.17 MOBILIZATION/DEMOBILIZATION

1.18 EXISTING UTILITIES

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1.19 LOCATES

1.20 OUTAGES

1.21 PROJECT SCHEDULE

1.22 ADVERSE WEATHER

1.23 WEEKLY PROGRESS AND QC MEETING

1.24 FAILURE TO PERFORM

1.25 MANDATORY ACTIVITIES IN SCHEDULE

1.26 SUBMITTAL PROCEDURES

1.27 SUBMITTAL REGISTER

1.28 SD-01 PRE-CONSTRUCTION SUBMITTALS

1.29 REQUIRED CONSTRUCTION SUBMITTALS

1.30 SUBMITTAL REVIEW TIME

1.31 SUBMITTAL NAMING CONVENTION

1.32 GOVERNMENT APPROVAL OR DISPROVAL

1.33 FIELD CHANGES

1.34 ELECTRONIC DESIGN SUBMITTALS

1.35 HARD COPY SUBMITTALS

1.36 OWNERSHIP AND RIGHTS OF DATA

1.37 BIM, CAD SUBMITTALS

1.38 GIS:

1.39 PRE-CONSTRUCTION DESIGN SUBMITTALS

1.40 DRAWINGS

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1.41 DESIGN ANALYSIS

1.42 TECHNICAL SPECIFICATIONS

1.43 STRUCTURAL INTERIOR DESIGN (SID)

1.44 TECHNICAL SPECIFICATIONS - MADE IN AMERICA

1.45 GOVERNMENT REVIEW/CONTRACTOR RESPONSE

1.46 35% INITIAL DESIGN DATA REVIEW/COMMENT

1.47 65% DESIGN FOR CONSTRUCTION REVIEW/COMMENT

1.48 95% DESIGN FOR CONSTRUCTION REVIEW/COMMENT

1.49 100% FINAL DESIGN FOR CONSTRUCTION REVIEW/COMMENT

1.50 ISSUE FOR CONSTRUCTION

1.51 COST ESTIMATE FOR 100% DESIGN ONLY PROJECTS

1.52 SUSTAINABILITY REQUIREMENTS AND PROCEDURES

1.53 GOVERNMENTAL SAFETY REQUIREMENTS

1.54 SEVERE WEATHER

1.55 HEALTH, SAFETY AND EMERGENCY RESPONSE

1.56 SOURCES OF REFERENCE STANDARDS

1.57 TYNDALL SPECIFIC

1.58 HEALTH AND SAFETY PLAN (HSP) AND ACCIDENT PREVENTION PLAN (APP)

1.59 QUALITY CONTROL PLAN (QCP):

1.60 SUPERVISION REQUIREMENTS

1.61 SPECIAL INSPECTIONS

1.62 PRE-FINAL INSPECTION

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1.63 FINAL INSPECTION

1.64 TYNDALL STANDARD

1.65 ENVIRONMENTAL PROTECTION

1.66 ENVIRONMENTAL PERMITS

1.67 RECORDING AND PRESERVING HISTORICAL AND ARCHAEOLOGICAL FINDS

1.68 GENERATED REFUSE

1.69 LEAD & ASBESTOS

1.70 RECYCLING

1.71 TOPOGRAPHIC SURVEY

1.72 PROJECT IDENTIFICATION PROJECT SIGNAGE

1.73 RADIOLOGICAL WASTE, HAZARDOUS MATERIAL AND HAZARDOUS WASTE PERMITTING AND REPORTING72

1.74 HAZARDOUS MATERIAL AND HAZARDOUS WASTE

1.75 HAZARDOUS WASTE

1.76 HAZARDOUS MATERIAL INVENTORY AND TRACKING

1.77 GEOTECHNICAL/HAZARDOUS MATERIAL SURVEY REQUIREMENTS AND RESPONSIBILITIES

1.78 SOIL SURVEY REQUIREMENTS AND RESPONSIBILITIES FOR CONTRACTOR

1.79 CLOSEOUT SUBMITTALS

1.80 AS-BUILT REDLINE DOCUMENTS

1.81 AS-BUILT RECORD DOCUMENTS

1.82 SPARE PARTS DATA “ATTIC STOCK”:

1.83 ONE-YEAR CONSTRUCTION WARRANTY

1.84 WARRANTY MANAGEMENT PLAN

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1.85 WARRANTY TAGS

1.86 INTERIM DD 1354:

1.87 OPERATIONS AND MAINTENANCE DATA (O&M):

1.88 BUILDER TEMPLATE

1.89 TRAINING PLAN

1.90 OPERATIONS AND DATA MANUAL (O&M MANUAL):

1.91 BUILDING COMMISSIONING

1.92 AIR QUALITY

1.93 NATIONAL ENVIRONMENTAL PROTECTION ACT (NEPA):

2.0 DEVELOPMENT OF DESCRIPTION OF WORK

2.1 FACILITY OCCUPANCY

2.2 APPLICABLE DOCUMENTS

2.3 HISTORICAL ARCHITECTURAL AND STRUCTURAL

2.4 SECURITY BREACH NOTIFICATION

2.5 DATA COLLABORATION SITE

2.6 CAST IN PLACE CONCRETE

2.7 CAST IN PLACE CONCRETE - FOUNDATIONS

2.8 CAST IN PLACE CONCRETE - SLAB ON GRADE

2.9 PRECAST ARCHITECTURAL CONCRETE

2.10 PRECAST STRUCTURAL CONCRETE

2.11 FUEL TANKS

2.12 PETROLEUM, OILS, & LUBRICANTS (POL)/ TANKS

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2.13 UNIT MASONRY

2.14 STRUCTURAL STEEL

2.15 COLD FORMED METAL FRAMING

2.16 METAL LADDERS

2.17 FINISH CARPENTRY

2.18 SOLID SURFACE FABRICATIONS

2.19 DAMPROOFING/WATERPROOFING

2.20 SERIES THERMAL INSULATION

2.21 ROOF AND DECK INSULATION

2.22 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)

2.23 STANDING SEAM METAL ROOF

2.24 STANDING SEAM METAL ROOF - ROOF DRAINAGE SYSTEM

2.25 STANDING SEAM METAL ROOF – NO EQUIPMENT ON ROOFS

2.26 FLASHING AND SHEET METAL

2.27 UFGS SERIES BUILDING AIR BARRIER SYSTEMS

2.28 FIREPROOFING/FIRESTOPPING

2.29 JOINT SEALANTS

2.30 STEEL DOORS AND FRAMES

2.31 WOOD DOORS

2.32 ACCESS DOORS AND PANELS

2.33 OVERHEAD COILING DOORS

2.34 SOUND CONTROL DOOR ASSEMBLIES, STC RATED

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2.35 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

2.36 ALUMINUM WINDOWS

2.37 HARDWARE

2.38 HARDWARE - LOCKSETS

2.39 HARDWARE – PANIC EXIT DEVICES

2.40 HARDWARE - CLOSERS

2.41 HARDWARE – WALL STOPS

2.42 HARDWARE - THRESHOLDS

2.43 HARDWARE - WEATHERSTRIPPING

2.44 GLAZING

2.45 GYPSUM BOARD

2.46 PORCELAIN TILE

2.47 ACOUSTICAL CEILING PANELS AND GRID

2.48 RESILIENT FLOORING

2.49 RESILIENT FLOORING – RESILIENT WALL BASE

2.50 CARPETING

2.51 PAINTS AND COATINGS

2.52 EXTERIOR SIGNAGE

2.53 INTERIOR SIGNAGE

2.54 TRAFFIC SIGNAGE

2.55 TOILET COMPARTMENTS

2.56 WALL AND DOOR PROTECTION

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2.57 TOILET ACCESSORIES

2.58 FIRE EXTINGUISHERS

2.59 METAL LOCKERS

2.60 ROLLER SHADES

2.61 ENTRANCE FLOOR MATS AND FRAMES

2.62 SITE FURNISHINGS

2.63 FIRE PROTECTION SYSTEMS - LIFE SAFETY

2.64 FIRE PROTECTION SYSTEMS - LIFE SAFETY

2.65 FIRE PROTECTION SYSTEMS

2.66 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

2.67 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) - HVAC CONTROLS

2.68 HVAC LOUVERS

2.69 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) - VAVS

2.70 METERING

2.71 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

2.72 ELECTRICAL

2.73 ELECTRICAL - POWER DISTRIBUTION SYSTEMS

2.74 ELECTRICAL - POWER DISTRIBUTION SYSTEMS

2.75 CONVENIENCE AND POWER RECEPTACLES

2.76 LIGHTNING PROTECTION SYSTEM

2.77 LIGHTING CONTROL DEVICES

2.78 INTERIOR LIGHTING AND EXTERIOR LIGHTING

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2.79 COMMUNICATIONS

2.80 ELECTRONIC SAFETY

2.81 ELECTRONIC SAFETY AND SECURITY (ESS)

2.82 UTILITY PRIVATIZATION

2.83 BACKUP GENERATORS

2.84 DESIGN FLOOD ELEVATION

3.0 ADDITIONAL REQUIREMENTS

3.1 TYPES OF PROJECTS/WORK

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1.0 GENERAL REQUIREMENTS

The Whole Building Design Guide can be found at https://wbdg.org/

The Unified Facilities Guide Specifications (UFGS) can be found at https://wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

1.1 Pre-Award Requirements

Reference USGS Specifications - 000000 Procurement and Contract Requirements.

A. Proposal Documents: The contractor must complete the proposal schedule included in the solicitation and include the completed schedule with the submitted proposal documents.

B. Site Visit: The Bidding contractor is required to validate existing site conditions, dimensions, quantities, which should be used for the bidding package. Use of existing condition data provided by the Government conveys acceptance and as such does not relieve the Contractor of liability associated with performance as the Designer of Record (DOR). The Contractor must be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed requirements, and above and below-grade condition assessment. The Contractor must coordinate discussions with the CO, project manager, and system stakeholders before any initial design is submitted.

C. Deviations, errors, or omissions in the government supplied reference materials or the design team’s construction documents must be identified and addressed by the contractor during the bidding RFI phase.

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

E. The Contractor shall be required to make his/her own field investigations to verify existing conditions, dimensions and other information shown on Government available non-verified furnished reference drawings, solicitation documents and construction documents. Deviations, errors, or omissions in the government supplied reference materials or the design team’s construction documents shall be identified and addressed by the contractor during the design phase of the contract. They shall be annotated on the respective contract documents as well as on a consolidated register that will be made available to the government for simplified identification and review.

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F. Appendix D, Schedule of Tasks will be updated by contractor during the bid process.

This will include cost and durations. The PM will provide this as part of the solicitation package.

G. Values are to be assigned for deliverables in the Appendix D, Example Schedule to equal the total project cost. The milestones contained in the schedule for a 35%, 65%, 95% and 100% will determine the payment milestones for those phases.

H. Preparation of a Schedule shall be submitted to the CO per table of deliverables located in Appendix D, Schedule of Tasks. The Design schedule shall layout all milestones and timelines and will be approved by the CO.

I. Appendix E, Progress schedule will be provided to the contractor by the PM as part of the solicitation package.

J. The referenced UFGS specification section is to be updated with any pertinent information contained in section 1.0 and any section to the end of the document.

1.2 Summary Of Work

Reference UFGS Specification: 011100 Summary of Work

A. This Design-Build project will provide a complete design and construct exterior elements. The project is comprised of construction on land and water on Tyndall AFB, and all related disciplines of work as specific tasks in Scope of Work (See Appendix A for supporting documentation). 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). B. The project is to be handled in two distinct phases. The first phase will be the design and permitting phase. The second phase will be the construction phase. Each phase will have a separate Notice to Proceed

(NTP).

B. This is a Design-Build project to provide a new pier facility. The project is comprised of exterior elements and related infrastructure within an area on Tyndall AFB, and the related disciplines of work as specific tasks in Scope of Work (Appendix A). The performed tasks shall be based on the project description, other data furnished in these appendixes and attachments, and information covered during kick-off meeting. The Design-Build Team will consist of a Construction and design team Designer of Record

26 Mar 2024

(DOR) that shall perform the services herein and as described in this Appendix. The Contractor shall be responsible for all professional services, architects and engineers (A/E) design, permits, equipment, labor, tools, materials, and ancillary items necessary to complete the tasks defined

C. Ancillary items: Providing necessary support to the primary activities or operation of an organization, institution, industry, or system. An example of ancillary item: Lighting controls, but is not limited to the following: switches, motions sensors, and dimmers, ballasts, emergency backup controls, etc. An incompatible dimmer or electronic equipment replacement to support a conversion from fluorescent to LEDS lights would fit the ancillary item description. Another example is Pump controls but is not limited to the following: Starters, on and off switches, logic controllers. This is all support equipment to ensure the task is completed. Roofs: All required items as required by regulations code to complete the installation of a roof system such as insulation, vapor barrier, detection, fire protections, etc. as called out in the UFGS specification section for that type of roofing. All these items must result in a complete and usable product at completion of the project to ensure all the previous functionality was provided in the new design.

1.3 Contract Clauses

Reference UFGS Specification: 011100 Summary of Work

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

1.4 Site Access Badges DBIDS

Reference UFGS Specification: 011400 Work Restrictions

A. The contractor shall coordinate base access with the base CES PM. Tyndall has an electronic badging process that requires the personnel to log in to the website and obtain a 6-digit alpha number to be provided with other respective information and a copy of the DL. Additional information to be provided after award. See Site Access Badges for additional details.

B. Site Access Badges Registration Process: DBIDS Pre-Enrollment: Individual credential recipients will be required to complete the virtual pre-enrollment process and provide the

26 Mar 2024 alpha/numeric number and a legible front/back copy of a valid proofing document with photo (DL, Passport, etc...) to their company.

1. Companies will provide required information to their Authorizing Officials (AO).

2. AO’s will forward information to the VCC via SAFE files for processing.

C. The pre-enrollment process can be located at https://dbids-global-enroll.dmdc.mil/preenrollui/#!/ or by scanning the QR code below.

1. This website allows an individual to pre-enroll themselves prior to credential issuance.

2. It is mobile/computer friendly.

D. A member from the VCC will contact the AO to retrieve credentials for qualified personnel. Disqualifying personnel will be denied access.

E. AO’s will disperse credentials to the appropriate contractor representatives.

F. The average waiting period to receive base access credentials is 7-10 business days.

G. This pre-enrollment DOES NOT submit information for background checks.

H. For individuals who have not been processed to receive a DBIDS card for unescorted access.

I. An escort (DBIDS card holder WITH escort privileges/CAC holder) must arrive with the visitor at the VCC to receive a visitor pass.

J. Retirees/Dependent ID cards are not authorized to escort contractors. These IDs are only used for benefit purposes. Retiree/Dependent card holders who will be working as a contractor must apply for a DBIDS credential as well.

K. Initial visitor pass can be issued up to 7 days.

L. Additional visitor passes after 7 days will require an on-the-spot background check and they may receive an escorted pass up to 30 days.

M. An individual may not receive more than two 30-day passes.

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N. What are YOUR responsibilities as a SA/COR?

1. Ensure you are on a DBIDS authorization to submit letter w/in our office (updated annually).

2. Ensure the contractors complete the DBIDS pre-registration for ALL members needing access.

3. Weblink: https://dbids-global-enroll.dmdc.mil/preenrollui/#!/

a. Ensure the contractor submits a scanned copy of all personnel Driver’s License.

b. Ensure Sheet 1 of the excel spreadsheet is accurately filled out (to include all 6-digit A/N codes).

c. Accurately fill out Sheet 2 of the excel spreadsheet (ensure escort privileges are indicated).

d. Submit completed spreadsheet and DLs to 325 SFS/VCC.

e. Org Box: 325sfs2586@us.af.mil

f. Allow 7-10 business days.

g. Pick up DBIDs cards when complete and distribute to contractors.

O. Individuals requiring access for more than 60 days need to apply for a long term DBIDS credential through the on base unit they’re contracted through. 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. All Contractor and sub-contractor personnel shall wear identifying markings clearly defining the company for whom the employee works.

P. Contractor must submit at least 14 days in advance to 325th CES Project Manager and/or Construction Manager the paperwork (base pass ID) required for their personal access.

1.5 No Smoking Policy

Reference UFGS Specification: 011400 Work Restrictions

A. Comply with all mandates from the DoD and Air Force regarding no smoking mandates on base.

B. Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction mailto:325sfs2586@us.af.mil

26 Mar 2024 and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. Contracting Officer will identify designated smoking areas.

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1.6 Working Hours:

Reference UFGS Specification: 011400 Work Restrictions

A. The normal duty hours of the facility are from 7:00 AM to 5:00 PM, Monday thru Friday excluding Federal Holidays and family days. 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.

B. Federal Holidays:

Reference UFGS Specification: 011400 Work Restrictions: Working Hours

1. The standard Federal legal holidays are observed:

a. New Year’s Day

b. Birthday of Martin Luther King, Jr.

c. Washington’s Birthday

d. Memorial Day

e. Independence Day

f. Labor Day

g. Columbus Day

h. Veterans Day

i. Thanksgiving Day

j. Christmas Day

k. Juneteenth

C. Any of the holidays falling on Saturday will be observed on preceding Friday;

holidays falling on Sunday will be observed on the following Monday. In addition, the Government may dictate the workday before or the workday after an observed holiday as a “Family Day.”

D. The Contractor should not perform work on observed holidays, Wing Down Days, Wing Safety Days or Family Days unless authorized by the Contracting Officer for the TO. In the event work is authorized on observed holidays, the Contractor shall pay all applicable overtime and/or holiday pay rates required by law.

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E. COVID-19 Requirements - During the COVID-19 pandemic it is vital to Tyndall AFB’s Mission that the Contractor adhere to all Tyndall AFB Covid-19 directives to mitigate virus transmission. The contractor must be responsible for the following:

Comply with CDC guidelines, setting up teleconference meetings, wearing mask and social distancing when entering a government facility, the screening of their employees, and reporting COVID-19 cases to the 325th CONS and 325th CES project manage (PM). As Covid-19 directives are living documents, it is the Contractor’s responsibility to be informed and Comply with the most recent published directive.

1.6 Parking:

Reference: UFGS Specification - 011400 Work Restrictions

A. Contractor employees shall park privately owned vehicles in an area designated by CES and approved by the CO.

1.7 Photography:

Reference UFGS Specification - 011400 Work Restrictions

A. Photos on the Airfield must be coordinated with the government. Photos on the airfield is controlled by the user and Air Force Policy.

B. To independently take photos on the Airfield, the Contractor is required to obtain a Photography Pass.

C. Photography of any kind must be coordinated through the installation, customer, or facility POC. Photo documentation shall be loaded to the Data Collaboration Site as specified at the project level, as requested by the base POC, or directed by the QA Inspector and/or PM.

D. If photos are taken, the Contractor shall use a consistent file naming convention for photographs throughout the project. All photographs submitted shall have unique filenames. Photography of any kind must be coordinated through the QA Inspector.

Photography of spaces beyond the work site is prohibited.

E. Photography of spaces beyond the work site is prohibited.

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1.8 Design Build Team

Reference USGS Specification 013000 Administrative Requirements

A. The Design-Build Team (DB) will consist of the contractor and the Designer of Record (DOR) The DB Contractor must be staffed sufficiently to perform acceptably as both the DOR and the Constructor for this contract.

B. The DB Team must perform the services herein and as described in the Scope of Work

(SOW).

C. The Contractor is responsible for professional services including, but not limited to, cost estimates, investigating, testing, analysis, engineering, design, training, correspondence, permits, equipment, materials, labor, tools, transportation, and many other ancillary items.

D. The designer of record (DOR) must be a professional registered Engineer within the US States and territories for the purpose of officially recognizing those registrations. It shall be the responsibility of the Contractor to provide documentary evidence of professional registration, and State of Florida recognition of such registration, as applicable. The Contractor is advised that firms conducting professional engineering are required by state law to obtain a Florida Engineering Certificate of Authorization. If applicable, this authorization shall be submitted along with the DOR’s evidence of professional registration.

E. The PM who shall be a registered engineer or architect. This individual is responsible for overall integration of the contractor’s team DORs’ work. If the DOR is employed by the Contractor, that individual may also function as the Contractor’s PM

1.9 Supervision

Reference USGS Specification 013000 Administrative Requirements

A. Superintendent Qualifications:

1. The contractor is required to provide a superintendent with a minimum of five years of construction experience in similar work to the SOW.

2. The superintendent must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

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3. The superintendent must be capable of interpreting a critical path schedule and construction drawings.

4. The superintendent must be on the job site while work is in progress.

5. The contractor, including the superintendent, must be fluent in the English language.

6. For approval by the CO, the contractor must provide in writing, to the CO, the name of the superintendent, experience, qualifications, and authority to act for the contractor. The CO may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

7. If the superintendent is changed this must be designated in writing immediately, notifying the CO. The qualification requirements for the alternate superintendent are the same as for the project.

1.10 Roles and Responsibilities - Points of Contact (POC)

Reference USGS Specification 013000 Administrative Requirements

A. Key personnel for this project include the CO, QA Inspector, Government Project Manager, Government Inspector, and Commissioning Authority (CxA).

B. All POCs will be coordinated through the CO.

C. Contracting Officer: The CO is the Government’s sole contract decision maker, within the limits of his/her warranted authority. No other entity may legally obligate the Government or direct the Contractor to act or cease from performing contracted work in non-emergencies. The CO is the Authority Having Jurisdiction (AHJ) for all issues related to the contracted work. The CO receives, processes, and renders judgment on the RFI’s that the Contractor may submit. The CO negotiates the terms of the contract, and any modifications to the contract. The CO is the approval authority, who determines whether and when contract requirements have been met prior to authorizing payment to the Contractor. The CO is assisted by a team of individuals who may include a QA Inspector and Contract Administrators. The CO operates in accordance with laws, including the Federal Acquisition Regulation (FAR).

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

1. Contracting Officer (CO): Bernie Husted.

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E. Contracting Officer Authority (COA): COA, the term used herein, does not include any representative not acting within the scope of his/her authority. Notwithstanding any of the provisions of this contract, the CO must be the only individual authorized to in any way amend or modify the terms of this contract.

F. Government Inspector/ QA Inspector: The Government Inspector is primarily involved with the project during its construction and close out phases. He/she normally spends significant amounts of time reviewing, recording, and reporting the details of the project’s progress during daily visits to the construction site. He/she either fulfills the duties of the QA Inspector and the PM or works closely with those individuals. While the Government Inspector will frequently perform inspections, only the CO is empowered to accept or reject the Contractor’s work.

G. The QA Inspector advises the CO by monitoring and recording the Contractor’s contract performance on a day-to-day basis, and by providing information, which the CO uses to make decisions. The QA Inspector is not empowered to obligate the Government or to direct the Contractor for other than emergency situations, such as those that may impact the safety of personnel. Communication between the QA Inspector and the Contractor will be frequent. The QA Inspector will often visit the project site throughout the period of performance. The QA Inspector may or may not also fulfill the roles of the Government Project Manager and/or the Government Inspector. The QA Inspector will be the governing authority in determining if existing construction and finishes are deteriorated and require repair and/or replacement.

1. QA Inspector: (TBD)

H. The Government Project Manager (PM) is a caretaker, problem solver, and recommender for the project, throughout all its phases from conceptualization to facility occupancy/usage, and often beyond. In representing the interest of the Government, he/she facilitates communication and coordination among all the project’s stakeholders to ensure that the project achieves its objectives. He is aware of the project’s needs and requirements. The PM possesses relevant technical expertise. The PM is a key reviewer of submittal documents, and serves as a technical advisor to the

1. Government PM: Brad Butcher 325th CES/CENM

I. The above POCs are designated as the technical representatives to ensure progression, workmanship, and inspection of materials for work being performed under this contract.

This clause in no way authorizes anyone other than the CO to commit the Government to changes in the terms and conditions of the contract.

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

1.11 Permits

Reference USGS Specification - 013000 Administrative Requirements

A. The Contractor shall develop, coordinate, and be responsible for labor, professional services and other costs associated with acquiring 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.

B. The contractor must comply with all applicable permit conditions and must keep all permits “current” until construction is 100% complete.

C. The contractor is required to provide copies of all work for the permits to the Government.

D. If any compliance/enforcement organization notifies the contractor that a certain permit is not required, the government requests a copy of the official notification, from that organization, that the permit is not required. Documentation must be received by the government prior to work commencing.

E. The Contractor must thoroughly investigate the requirements for permitting of air quality, potable water, wastewater, stormwater discharge, FDEP/NPDES, dredge and fill, local construction for disruptions of vehicular traffic and base utility systems, and other permits during design. The Contractor must determine permit requirements as part of the Design Phase. Some potential permits for the project:

1. Obtain and Dig Permit from the Base prior to the start of excavation.

2. FDEP/NFWMD Environmental Resource Permitting in accordance with FAC 62-

3. FDEP/NPDES stormwater construction permit in accordance with FAC 62-621

4. Environmental Protection Plan (EPP)

F. The Contractor shall prepare an Environmental Protection Plan when dealing with Chemical use, hazardous materials, spill prevention, or any other process requiring the

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EPP. See Appendix G - Environmental Protection Plan Guidance for requirement that should be included in the EPP.

1.12 Meetings

Reference USGS Specification – 013000 Administrative Requirements

A. Upon award the Contractor must attend the following meetings at a minimum: Project Start and Pre- Construction Job Start, 35%, 65%, and 100% Design Review, Corrected Design Review, Incremental Site Inspection, Test and Balance, Commissioning, Pre- Final Inspection, Final Inspection, and other meetings. The Contractor must participate in other meetings as needed to facilitate the project’s work, and as required by the CO.

B. Contractor will be responsible to take and distribute meeting minutes to all those in attendance.

1.13 Job Start Meeting

Reference USGS Specification – 013000 Administrative Requirements

A. The purpose of this meeting is to introduce project stakeholders, clarify the scope of work, review Tyndall AFB policies, and communicate information pertinent to the project.

The Contractor must attend a Job Start at Tyndall AFB. A job start meeting is accomplished between the Contractor, Contracting Officer, CE, and user. The meeting objective is to review project details, determine design delivery dates and anticipated construction start date, security procedures for site, dumpster locations, and any applicable requirements during the project

SOW.

1.14 Pre-construction Meeting

Reference USGS Specification – 013000 Administrative Requirements

B. The purpose of this meeting is to introduce project stakeholders, clarify the scope of work, review Tyndall AFB policies, and communicate information pertinent to the project. This meeting will address all items specific to the project to include access, safety, and environmental needs.

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The Contractor must attend a Job Start at Tyndall AFB. A job start meeting is accomplished between the Contractor, Contracting Officer, CE, and user. The meeting objective is to review project details, determine design delivery dates and anticipated construction start date, security procedures for site, dumpster locations, and any applicable requirements during the project

SOW.

1.15 User and Stakeholder Requirements Meetings

Reference USGS Specification – 013000 Administrative Requirements

A. The DOR is required to hold and document meetings with project user and stakeholders to discuss design requirements. Any design issues which arise that are outside the scope of the contract must be identified by the DOR and submitted to the CO for review. If a change order is required, instructions will be given through the CO.

1.16 RedZone Meetings and Checklist

Reference USGS Specification – 013000 Administrative Requirements

A. Construction Red Zone Activities: Once construction is 80% complete or 60 days prior to beneficial Occupancy Date (BOD), the Contractor must conduct weekly Red Zone Meetings. Red Zone Meetings must cover not only the construction progress, but also project close out activities, including commissioning activities, training activities, and the preparation of project close out documents. Meeting requirements and Attendees for the QA Inspector scheduled and conducted meeting is available upon request to the Contracting Officer

1.17 Mobilization/Demobilization

Reference USGS Specification – 013000 Administrative Requirements

A. The contractor must mobilize equipment, labor, tools, materials, and ancillary items necessary to complete the work defined in the SOW.

B. The contractor should plan on having an offsite office location. The government does not guarantee office space will be provided. The Contractor must provide their own office space. If the government allows the office space to be at the job site, then the job site office trailer must be skirted.

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C. The Contractor must notify the Government a minimum of ten (10) days in advance of each mobilization.

D. Bulletin Board: Immediately upon mobilization, the Contractor must provide a bulletin board not less than 36 by 48 inches (915 by 1220 mm) in size for displaying various documents required within the contract. The bulletin board must be located at the project site in a conspicuous place easily accessible to all employees. All documents posted must be legible and replaced as needed when unreadable. The board must be displayed until the work is completed whereby the Contractor must remove the board and remain the property of the Contractor. The contents of the board must include, but not limited to, the Comply withing:

1. Contractor’s company name

2. Project name

3. MPLS number

4. Superintendent’s name and a 24-hour available response phone number

5. Equal Employment Opportunity poster

6. Wage determination

7. Wage Rate Information poster.

8. Other documents as needed or required.

E. The contractor must abide by FAR 52.245-1 Government Property and Defense Contract Management Agency (DCMA) instructions pertaining to disposal of Government Property and reporting through the Plant Clearance Automated Reutilization Screening System (PCARSS) in the removal and disposition of any Government Property during the Demobilization from the project site.

F. The Contractor must coordinate with Contracting Officer's Representative (COR) for laydown area, offices, and parking and storage facilities. The contractor should plan on having an offsite office location. The government does not guarantee office space will be provided.

G. Utility ‘tie-ins’, where available, are the Contractor’s responsibility The Government does not guarantee utilities will be provided for office space. The use of a generator and porta toilets must be required of office space. To install and office space and laydown yard will require an 813 Permit determination and could take up to 60 days to obtain the permit. The job site office trailer must be skirted.

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H. Site Fence: Site construction areas must be surrounded with orange, plastic safety barrier fence when required to separate construction activities from daily personnel traffic.

I. Sanitation: The Contractor must 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.

J. Storage/Staging Area: Operations and Storage Approval: Notwithstanding Contract FAR Clause, FAR 52.236-10, Operations and Storage Areas, subject to approval by the CO and in turn, availability and need, a storage/staging area must be provided at the subject project site. Materials resulting from demolition activities which are salvageable must be stored within the work area or at a supplemental storage area. Stored material not in trailers, whether new or salvaged, must be neatly stacked when stored in an approved location. If project site space is not available, then offsite storage is required.

K. In areas of high visibility, the job site construction fence must have a screen fabric material applied to the fence fabric to block the view during the construction phase. The CO will make the determination at the pre-construction meeting if the subject project requires a screened fence or not. Remove fence upon completion. Rehabilitate disturbed turfs and grass and if reseeding is required use either Bermuda or Bahia grass- per the Tyndall IFS plant list.

L. Clean Up: Construction sites must be kept neat and free of trash. At the end of each working day the Contractor must 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 must be placed in refuse containers immediately. Clean up of the work site must include the construction area(s), construction office area(s), material storage area (s), parking and eating area(s), and any other area(s) effected by the construction process. Any dirt or mud which is tracked on to any Base Street, parking area, sidewalk, patio, or driveway must be cleaned away daily. Weekly discard trash and debris in the Contractor’s containers (dumpsters). Do not allow debris to accumulate. At work completion, clean the storage area. This area must be free of any materials, trash, or debris before receipt of final payment.

M. Any damage to existing improvements adjacent to or on the project site due to construction activity under this contract must be replaced/repaired at the Contractor's expense.

N. Demolition

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1. 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.

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

3. Perform ancillary efforts required to complete the work to provide clean, complete, and functional facility meeting the standard of quality for each trade utilized.

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

5. All excavations other than building foundations, must have site restoration (sod, hydro-mulch, pavement, or other scheduled restoration), completed within 14 days (excluding approved rain delay days) after excavation has been initiated.

O. 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 must comply with the Air Force Military Training Center (AFMTC) Regulation 700-14, Jul 89.

P. The contractor must decontaminate equipment and facilities, decommission facilities as necessary, and restore the site back to its pre-project condition or as directed in the TO.

The contractor must remove any temporary facilities and implement erosion control measures such as seeding, mulch, sodding, and erosion control fabrics; restore roads, structures, and utilities; and plant trees, shrubbery, grasses, and other vegetation. The contractor must document and report on activities and train Government personnel to perform required maintenance, as requested in each Project.

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1.18 Existing Utilities

Reference USGS Specification – 013000 Administrative Requirements

A. The water, electric, and natural gas infrastructure on Tyndall AFB has been privatized.

The Contractor must familiarize themselves and collaborate with the base utilities provider(s).

B. The Contractor must contact the base utilities Contractor (TECO Gas and GCEC) for drawings for the base electrical, water, and natural gas systems.

C. The sanitary sewer system is owned by Tyndall AFB and managed by Alutiiq.

D. Any infrastructure which is constructed from the facility's points of demarcation to the privatized utility, must be completed by the system owner. The prime contractor must enter into a service connection agreement with the system owner and will be responsible for paying the associated lump sum connection charge.

E. Contractor is responsible for coordinating and paying connection fees to Gulf Coast Electrical Company and Gulf Power if necessary for electrical and GCEC for water hook-up.

F. Any utility lines shown on the record drawings (or made known to the Contractor) and damaged during construction work must be repaired immediately by the Contractor at no cost to the Government.

G. Unless otherwise stated, all utilities crossing under existing paved roadways must be "jack and bored".

1.19 Locates

Reference USGS Specification – 013000 Administrative Requirements

A. It must be the Contractor’s responsibility to verify the exact location, character and depth of any existing utilities, communication lines, electrical components, structures, etc. The Contractor is responsible for contacting the appropriate utility POC's for Tyndall AFB's privatized utilities and scheduling terminations for this project and all associated costs with those entities. The Contractor must request referenced locations and permit at least 10 days prior to scheduled work begin. The Contractor must exercise due care and take reasonable steps to avoid injury or to otherwise interfere with lines where positions have

26 Mar 2024 been provided. The Contractor must hand dig only, within 5 feet in any direction of a located utility. If sufficient information is not available, the Contractor must explore prudent techniques, such as hand-dug test holes, to ascertain the precise location of such facilities. The Government will hold the Contractor liable for repairing any damages caused by work under this contract at no additional cost to the Government.

B. Contractor must obtain a blank AF Form 103a, Base Civil Engineering Work Clearance Request from 325 CES Customer Service, 283-4949, prior to any construction activities.

Contractors must request a Base Civil Engineering Work Clearance Request at least 10 working days in advance.

1.20 Outages

Reference USGS Specification – 013000 Administrative Requirements

A. Utility outages are 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.

B. In the event utility outages need to occur, they must be coordinated with the CO and QA Inspector Notice of the necessity for an outage must be provided by the Contractor to the CO, in writing, not less than 14 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 must be coordinated and arranged to ensure that the outage will be of minimum duration.

C. Restoration: Once a utility outage is arranged and work begun, work must continue until all utilities are restored to the effected facility or facilities.

D. Cancellation: In the event a scheduled utility outage is canceled 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 canceled outage must be coordinated with written notification as described above.

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1.21 Project Schedule

Reference USGS Specification – 013201.0010 Project Schedule

A. The Contractor must accomplish construction tasks in accordance with the submitted and approved schedule(s).

B. The contractor must prepare, for approval by the CO, a project schedule, weekly progress reports, AF Form 3064, and AF Form 3065.

C. Project Schedule: The project schedule is a forward planning and project monitoring tool.

The contractor must prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project SOW is required. Contractor management personnel must actively participate in its development.

The DOR, subcontractors, and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.

D. The Contractor must submit the updated AF 3064 as an attachment to the AF 3065. A 3064/3064/schedule spreadsheet must be used to coordinate progress reporting. An example spreadsheet can be provided.

E. The Contractor must submit a signed AF 3064, Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance. The task number, start and stop dates, earned value for the task will be provided. The line items associated project percentages, and dates must accurately depict the planned work to be performed. A template spreadsheet must be provided by the government to use for progress reporting. The progress schedule must be signed by CE recommending approval and approved by the CO.

F. The Contractor must submit AF 3065 to the CO for approval. This report must be signed by the Contractor’s on-site representative in the remarks section. The work elements and percentages of the total job identified on the AF 3065 must be identical to the work elements and percentages on the AF 3064. The Contractor must obtain either the QA Inspector or the Government contract inspector’s acceptance by signature of the actual reported progress prior to submission to the CO.

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G. For CO approval, weekly progress reports must run from Monday through Sunday and must be submitted at the end of the week when construction begins. The contractor will prepare reports covering activities for days the of work even if there was no work accomplished that week.

1.22 Adverse Weather

Reference USGS Specification – 013201.0010 Project Schedule

A. Comply with the UFGS 013201 Project Schedule Adverse Weather part of the specification section.

1.23 Weekly Progress and QC Meeting

Reference USGS Specification – 013201.0010 Project Schedule

A. Conduct a weekly meeting with the Government for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming three weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports.

B. During the weekly progress meeting, address the status of RFIs, RFPs and Submittals.

1.24 Failure to Perform

Reference USGS Specification – 013201.0010 Project Schedule

A. Failure to perform work and maintain progress in accordance with the current project schedule may result in an interim and final unsatisfactory performance rating and corrective action.

1.25 Mandatory Activities in Schedule

Reference USGS Specification – 013201.0010 Project Schedule

A. Comply with the UFGS 013201 Project Schedule Mandatory Activities part of the specification section.

B. Refer to Table 1 – Table of Deliverables, below, for mandatory.

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Table 1 Table of Deliverables

(Delete Table after Appendix D, Example Schedule has been completed) (Appendix E, Schedule, 3064, and 3064 Template has the same information in the AF66 Tab

Document

Copies

Max Delivery Timeframe Adjust based on design phases 32

C

ES

C O

N S

El ec tr on ic

H ar d C op y

El ec tr d C op y

Standard Meetings and Reports Meeting Minutes 1 0 1 0 3 calendar days after each meeting

Progress Schedule (AF 3064 or approved equivalent) 1 0 1 0 5 calendar days after NTP or modification to extend PoP Progress Report (AF 3065 or approved equivalent) 1 0 1 0 Weekly

3-week Look Ahead report 1 0 1 0 Weekly

Daily Logs - Form 1477 or equiv. 1 0 1 0 NLT 0900 the day following - Daily

HAZMAT Forms 81 and 82 1 1 1 1 10 Days prior to preconstruction meeting

Work Clearance Request (AF Form 103A) 1 1 1 1 10 Days prior to preconstruction meeting

Material Approval (AF Form 3000) 1 0 1 0 At the 100% Final Design

Construction Material Testing Reports 1 0 1 0 As required

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

Production or Delivery Problem Report 1 1 1 1 At time of identification

Temporary Airfield Construction Waiver 1 1 1 1 Prior to start of construction

Draft DD1354 1 0 1 0 After Award to be provided to contractor

Work Activities

NTP 1 0 1 0 NA

Kickoff meeting with all stakeholders 1 0 1 0 5 Days from NTP

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C O

N S

El ec tr d C op y

El ec tr d C op y

IMS, WBS and AF 3064/3065 1 0 1 0 15 Days from NTP Health and Safety Plan (HSP) or (APP) 1 0 1 0 19 Days from NTP Contractor Site Investigation 1 0 1 0 20 Days from NTP Site Investigation Memorandum 1 0 1 0 22 Days from NTP

Design Quality Plan (DQCP) or (DQSP) 1 0 1 0 Prior to Design Starting Quality Control Pan (QCP) or (QSP) 1 0 1 0 Prior to construction activities Construction Work Plan (CWP) 1 0 1 0 Prior to construction activities

Charrette Meeting 24 Days from NTP Charrette Meeting Minutes Acceptance and

Approval 1 0 1 0 10 Days from Charette Meeting

The 35% design may be waived for small projects

Waived

35% Design w/ AF Form 3000 0 0 0 0 40 Days from Charette and/or NTP 35% Design Review and Meeting

30 Days from 35% Design Submittal or 70 Days from Charette and/or

NTP

35% Design Resubmittal if submittal was disapproved

10 Days from 35% Design Disapproval or 80 Days from Charette and/or NTP

35% Design Final Submittal and Approval

10 Days from 35% Design Re-Submittal or 90 Days from Charette and/or NTP

65% Design w/ AF Form 3000

10 Days from 35% Design Re-Submittal or 90 Days from Charette and/or NTP

65% Design Review and Meeting

30 Days from 65% Design Submittal or 140 Days from Charette and/or

NTP

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C O

N S

El ec tr d C op y

El ec tr d C op y

65% Design Resubmittal if submittal was

10 Days from 65% Design Disapproval or 150 Days from Charette and/or NTP

65% Design Final Submittal and Approval

30 Days from 65% Design Submittal or 140 Days from Charette and/or

NTP

95% Design w/ AF Form 3000

40 Days from NTP or 20 Days 65% Design Approval or 175 Days from Charette and/or NTP

95% Design Review and Meeting

30 Days from 95% Design Submittal or 205 Days from Charette and/or

NTP

95% Design Resubmittal if submittal was

10 Days from 95% Design Disapproval or 215 Days from Charette and/or NTP

95% Design Final Submittal and Approval

5 Days from 95% Design Re-Submittal or 220 Days from Charette and/or NTP

100% Design w/ AF Form 3000

20 Days from 95% Final Design or 240 Days from Charette and/or

NTP

100% Design Review and Meeting

30 Days from 100% Design Submittal or 270 Days from Charette and/or

NTP

100% Design Resubmittal if submittal was

10 Days…