KYJM189030 SOW (220715).pdf

S.O.W. KYJM 18-9030 Repair DMS Fac. for AN/ASQ-236 Radar Pods, B.182

JUL/2022

STATEMENT OF WORK

KYJM 18-9030 Repair DMS Facility for AN/ASQ-236 Radar Pods, Building 182

Jul 15, 2022

GENERAL: The work covered by this contract consists of, but is not limited to, the furnishing of all plant, labor, services, tools, materials, equipment, transportation, supervision and all miscellaneous requirements needed to perform all operations in conjunction with the effort to accomplish the Scope of Work below. All work shall be done in conformance with applicable sections of the attached Environmental Protection Specification (Attachment 8), the project specifications (Attachment 4), the proposed layout plan drawing (Attachment 2), record drawing sheets (Attachment 1), Federal, State and Miami-Dade Department of Environmental Management (DERM) codes and regulations, and OSHA requirements. The term, Contractor, shall be interpreted to mean the prime contractor and all its subcontractors. The prime contractor shall maintain project management and site supervise 100% of sub-contractor work. There shall be at least one English speaking supervisor at the work site while work is being performed.

1. SITE LOCATION: Homestead Air Reserve Base (HARB), Florida.

2. DEMOLITION: All demolition work is associated with subsequent installation work. See “Installation” section.

3. INSTALLATION: The scope of installation work includes repairs to the existing building 182 at HARB. Note: Portions of this scope have been done under the original terminated contract.

Therefore, it is highly recommended that all potential Contractors perform a site visit and asses the level of remaining work, prior to submitting their proposals.

3.1. The work covered under this contract consist of a re-compete of the original contract. The design is 100% complete and the construction is partially completed. The Contractor is highly recommended to perform a thorough site visit to determine the level of work already accomplished and the required effort to complete the project prior to submitting their proposals. For additional construction status information, see Attachment 6. The submittal process is partially accomplished; the Government is providing 2 submittal registries (AF66’s) one with the known missing submittals and the original AF66 – Attachments 5.1 and 5.2. The Contractor is required to review the submittal process, the specs and drawings and provide all known missing submittals, plus any additional required submittals as determined by either the Contractor or the Government during the execution of the project. The AF66 is considered a “living working document” and will require updates by the Contractor throughout the life of this contract. The Contractor shall re-install items previously mounted on the walls, to included but not limited to, dry erase board, hand sanitizer dispensers, paper towel holders, and toilet paper holders. Re-installation shall occur after all other required work is completed.

SCOPE OF WORK

SUBCONTRACTORS

The potential prevailing Offeror would be responsible for the coordination of all materials to include delivery, inspection, acceptance and payment of any remaining balances. The Offeror is highly encouraged to contact the subcontractors listed below before submitting their proposal.

The current scaffolding is owned by J and M Scaffolds of Florida and is on lease to the Government. The lease has been paid through January 2023. The prevailing Offeror will assume responsibility for the lease to include maintenance, removal and return of the scaffolding to J and M Scaffolds of Florida, Inc.

J and M Scaffolds of Florida, Inc. POC:

Yesi Scroggin Acct No: 58444-002

PH: (305) 953-5497

The beams were fabricated by Seminole Precast, LLC and are on site. Potential Offerors will have access to them at the site visit. Any technical questions regarding the materials should be directed to Seminole Precast, LLC.

Seminole Precast, LLC POC's: Ruth Guadagnino 386.668.7745 x 43 RGuadagnino@seminoleprecast.com Mike Balmer 386.668.7745 X34 MBalmer@seminoleprecast.com

The bridge crane and hoist system fabricator is Florida Handling Systems, Inc. The prevailing Offeror will be responsible for the coordination, delivery, inspection, acceptance and payment of any due balances regarding the bridge crane and hoist system.

Florida Handling Systems, Inc. POC:

Drew Lowery

PH: (954) 459-1740

dlowery@fhsinc.com

3.2. General Facility Electrical Upgrades

3.2.1. See drawing sheets 0-E0.00, 11-E2.01, 11-E3.01, 11-E6.01, and 11-E7.01 in

Attachment 1 for record drawings from the original building construction.

Contractor shall verify record drawings for accuracy prior to commencing electrical work as it is obvious modifications have occurred to the facility’s electrical system after original construction was completed.

3.2.2. Install one 400 hertz solid state frequency converter at the approximate location shown on Attachment 2, Proposed Layout Plan. See specification 26 35 43.

3.2.3. Install an electrical circuit with properly sized conduits, conductors, breakers, etc.

from the electrical room to the frequency converter. Both a 3-phase transformer and 3-phase panel board with spare breaker space currently exist in the electrical room.

3.2.4. Install one 400 hertz, 30 amp, 3-phase, 200 VAC (L-L) circuit from the frequency converter to the approximate receptacle location shown on Attachment 2, Proposed Layout Plan. Locate this receptacle within 24 inches of an existing 60 hertz, 20 amp, single-phase, 120 VAC receptacle (multiple exist along that wall).

3.2.4.1. Install the receptacle at a height 48” above finished floor elevation.

Receptacle shall be Russellstoll part # JRS644F.

3.2.4.2. Frequency converter input is 208/120 volt, three phase, four wire, grounded, 60 hertz.

3.3. Exit and Emergency Lighting

3.3.1. Replace the two existing exit light fixtures in the pod shop area with LED exit lights. See specification 26 51 00.

3.3.2. Existing emergency light fixtures shall remain.

3.4. Heating Ventilation and Air Conditioning (HVAC)

3.4.1. See drawing sheets M-301 and M-401 in Attachment 1 for record drawings from modifications made in 2013. Contractor shall verify record drawings for accuracy prior to commencing HVAC work. All work shall comply with the Florida Building Code, 6th Edition.

3.4.2. Relocate the south most east-west oriented ductwork in the pod shop area approximately 48” north to allow installation of the specified overhead bridge crane size shown in Attachment 2, Proposed Layout Plan. Provide all new fittings and accessories necessary to connect the relocated duct to the existing duct in the chief tech office.

3.4.3. Rebalance airflow for the facility’s HVAC system.

3.4.4. Extend the toilet room exhaust fan duct work to the exterior of the facility (it currently terminates in the storage and janitor’s closet). Create new penetrations through the exterior wall and soffit for the duct. Install an appropriate soffit vent cap.

Replace the existing toilet room exhaust fan. The new exhaust fan shall be sized based on the new exhaust duct run.

3.4.5. Install new 7-day programmable, password protected, wired powered wall thermostat.

Install new low voltage wires from the existing AC unit to the thermostat location.

New thermostat shall be located inside the Chief Tech office 11-102. Coordinate final location with government.

3.5. Crane

3.5.1. Install one 1-ton rated (minimum) overhead bridge crane at the approximate location shown on Attachment 2, Proposed Layout Plan. The crane frame shall be freestanding (supported by the floor, not the ceiling, roof, or walls. The exact crane location and dimensions can’t be shown as different manufacturer’s dimensions vary. The crane span shall be 25 feet, plus or minus 1 foot. The crane length shall be 14.5 feet, plus or minus 1 foot. The bay door opening shall not be obstructed by the crane frame in either the horizontal or vertical projections (meaning the door opening, not the crane will limit the size of material and vehicles entering the building). The crane will be placed so that in its extreme position no portion of the frame or hoist will be within 6” horizontally or vertically of the new overhead coiling door (or any of its components or accessories) or relocated HVAC ducting. Due to minimum hook height requirements and existing building height (the bottom of the existing roof trusses is 141 inches above the concrete floor) a top running bridge crane is likely required. See specifications 05 12 00 and 41 22 13.14.

3.5.2. The crane shall have a minimum hook height of 110 inches above the concrete floor when in the full up position.

3.5.3. Install one 1-ton rated (minimum) crane hoist. Hoist shall be two-speed, pendant controlled, with chain supported hook. See specification 41 22 13.14.

3.5.4. Install an electrical circuit with properly sized conduits, conductors, breakers, etc. to provide electrical power for both the crane and hoist. Install a wall mounted disconnect adjacent to the crane prior to terminating the circuit at a ceiling mounted junction box above the crane frame. Many manufacturers provide both single-phase and 3-phase options, so the number of phases, voltage, and amperage requirements of the circuit will be dependent on the manufacturer and chosen options. 3-phase is preferred.

3.5.5. The existing slab on grade is 4” thick concrete with 6 x 6 – W2.9 x 2.9 welded wire fabric reinforcement. The compressive strength of the concrete is unknown. If required by the crane selected, add interior column footings as required by the crane manufacturer. Some crane manufacturers provide footing designs while other manufacturers do not. The Contractor shall have a Professional Engineer licensed in the State of Florida design, sign, and seal the footing designs if the manufacture’s engineer does not provide the footing design.

3.6. Bay Door Enlargement

3.6.1. Remove the existing sliding steel bay doors and all associated components (such as rails, stops, etc.). Disconnect any controls that shutoff the HVAC system when the doors are open. See Attachment 3, Photos A and B.

3.6.2. Enlarge the existing masonry rough opening from approximately 12’-0” wide to 14’-

0” wide and from 7’-10” tall to 8’-6” tall. All masonry work shall be in accordance with the Florida Building Code, 6th Edition.

3.6.3. Sheet S-2 Detail 2 of Sign & Seal 100% Design Drawings West side of roll up door enlargement. The existing cell of concrete block wall on the West side of door opening is now exposed; it does not have concrete nor reinforcement. West side will require improvement (concrete and reinforcement) as a minimum as specified for the East side of opening IAW detail 2 & detail 4 of sheet S-2.

3.6.4. Provide temporary supports and bracing as needed for the door opening during enlargement since the wall is an exterior load bearing wall.

3.6.5. The new lintel shall meet prescriptive sizing in the Florida Building Code, 6th Edition or be designed by a Professional Engineer licensed in the State of Florida. Submit shop drawing of proposed plan for Government approval. Note an existing expansion joint is location above the west edge of the existing door opening. As a result, it is anticipated the opening will need to be expanded towards the east.

3.6.6. Install a new 14’-0” wide by 8’-6” tall steel overhead coiling door with door frame/jamb that operates both electrically and manually. See specification 08 33 23.

3.6.7. Install an electrical circuit with properly sized conduits, conductors, breakers, etc. to provide electrical power for the overhead coiling door. Many manufacturers provide both single-phase and 3-phase options for their door openers, so the number of phases, voltage, and amperage requirements of the circuit will be dependent on the manufacturer and chosen options.

3.6.8. Modify and reconnect the HVAC shutoff door controls to properly work with the new overhead coiling door.

3.6.9. Relocate building number sign on the exterior wall.

3.6.10. Relocate exterior light fixture over door and associated junction boxes, conduit, and wiring as needed.

3.7. Painting

3.7.1. Submittals indicated on AF Form 66 shall be submitted for each different paint product and paint color.

3.7.2. Products submitted shall meet the minimum standards listed in Unified Facilities Guide Specifications Section 09 90 00 for location (interior or exterior), surface type, etc.

3.7.3. Surface preparation and application (number of coats, paint thickness, etc.) shall meet the minimum standards listed in Unified Facilities Guide Specifications Section 09 90

00. Under no circumstance will only one paint coat be allowed for any application.

3.8. Pod Shop Area

3.8.1. Remove and replace all deteriorated sealant in concrete floor control joints.

3.8.2. Mechanically remove all paint from the concrete floor. Properly prepare the concrete floor and apply a resinous flooring system over the entire storage area concrete floor. See specification 09 67 23.14. See Attachment 3, Photo C.

3.8.3. Seal all existing and any new holes drilled through exterior walls (both holes with and without wiring or piping going through them) with spray polyurethane foam or other approved material. Prior to sealing with this material, properly seal the exterior most 1/2” to 1” of the hole with a weather resistant sealant or caulk closely matching the color of the exterior wall block.

3.8.4. Paint all walls of the room including pipes and conduits surface mounted on walls.

The walls in this room are generally concrete masonry up to a height of approximately 141” plus approximately 14” of additional wall surface between the concrete masonry and the roof deck. Paint wall returns for all interior and exterior windows.

3.8.5. Paint the underside of the metal roof deck in locations the existing paint has peeled or bubbled off. The estimated area requiring painting is less than 100 square feet. See Attachment 3, Photo D.

3.8.6. Remove thirty existing hanging light fixtures and replace with LED light fixtures.

Install at minimum two high/low bay vacancy sensors for the room, one controlling all light fixtures above the crane frame (zone 1) and the other controlling light fixtures for the remainder of the room (zone 2). In zone 1, light fixtures shall provide 30 foot-candles of average horizontal illuminance at 36” above finished floor. In zone 2, light fixtures shall provide 50 foot-candles of average horizontal illuminance at 30” above finished floor. Replace the two existing 3-way switches with dimmable 3-way switches. See specification 26 51

00. In zone 1 the fixtures will need to be hung higher than the existing fixture height so as not to interfere with the crane frame.

3.9. Storage and Janitor’s Closet

3.9.1. Remove and replace vinyl composition tile (VCT) flooring throughout the entire room. See specification 09 65 00.

3.9.2. Remove and replace resilient wall base throughout the entire room perimeter. See specification 09 65 00.

3.9.3. Repair damage and patch holes on all gypsum board walls.

3.9.4. Paint all walls of the room including pipes and conduits surface mounted on walls.

Do not paint the pipes and conduits suspended above the partition walls.

3.9.5. Replace two existing hanging light fixtures with LED lights providing 20 foot- candles of average horizontal illuminance at 42” above finished floor. Install wall mounted vacancy sensor for room. See specification 26 51 00.

3.9.6. Paint steel door frame.

3.10. Toilet Room

3.10.1. Remove all existing wall paper and wall paper adhesive installed between the top of the wall tiles and the suspended ceiling. Repair damage and patch holes on all gypsum board walls. Paint gypsum board with semi-gloss bathroom paint.

3.10.2. Replace entire suspended ceiling tile grid and all tiles. See specification 09 51 00.

3.10.3. Replace one existing 2’ by 4’ fluorescent troffer light fixture with LED troffer light fixture providing 30 foot-candles of average horizontal illuminance at 36” above finished floor. Install wall mounted vacancy sensor for room. See specification 26 51 00.

3.10.4. Paint steel door frame.

3.11. Office (Room 11-103)

3.11.1. Remove and replace vinyl composition tile (VCT) flooring throughout the entire

3.11.2. Remove and replace resilient wall base throughout the entire room perimeter. See

3.11.3. Repair damage and patch holes on all gypsum board walls.

3.11.4. Paint all walls of the room including wall returns for interior and exterior

3.11.5. Replace entire suspended ceiling tile grid and all tiles. See specification 09 51 00.

3.11.6. Replace two existing 2’ by 4’ fluorescent troffer light fixtures with LED troffer light fixtures providing 30 foot-candles of average horizontal illuminance at 30” above finished floor. Install wall mounted vacancy sensor for room. Replace existing light switch with a dimmable switch. See specification 26 51 00. One of the two fixtures shall include an emergency battery pack compatible with the fixture.

3.11.7. Install new wall mounted door stop similar in style and color to existing door stops in the facility.

3.11.8. Remove and return controlled area sign mounted on door to the Security Force Squadron physical security office. The door cipher lock and Mas-Hamilton CD- X07 lock shall remain as is.

3.11.9. Remove paint and tape from both interior and exterior window glazing.

3.11.10. Paint steel door frame and interior window steel window frame.

3.12. Chief Tech Office (Room 11-102)

3.12.1. Remove and replace vinyl composition tile (VCT) flooring throughout the entire

3.12.2. Remove and replace resilient wall base throughout the entire room perimeter. See

3.12.3. Repair damage and patch holes on all gypsum board walls.

3.12.4. Paint all walls of the room including wall returns for interior and exterior

3.12.5. Replace entire suspended ceiling tile grid and all tiles. See specification 09 51 00.

3.12.6. Replace two existing 2’ by 4’ fluorescent troffer light fixtures with LED troffer light fixtures providing 30 foot-candles of average horizontal illuminance at 30” above finished floor. Install wall mounted vacancy sensor for room. Replace existing light switch with a dimmable switch. See specification 26 51 00. One of the two fixtures shall include an emergency battery pack compatible with the fixture.

3.12.7. Paint steel door frame and interior window steel window frame.

3.13. Miscellaneous Exterior Work

3.13.1. Pressure wash all exterior walls of the facility.

3.13.2. Remove rust and repaint all five exterior doors, door frames, and exposed lintel steel

(two for the main building and three for mechanical rooms). Special attention must be paid to the lintel steel which have the greatest rust accumulation. See Attachment 3, Photo E. Door kick plates shall not be painted.

3.13.3. Remove rust and repaint the exterior structural angle of all window lintels. Remove existing sealant and re-seal entire perimeter between all exterior window frames and concrete masonry exterior walls.

3.13.4. Remove and replace all exterior concrete masonry wall expansion joint sealant.

Replace backer rod is damaged by removal of sealant. Sealant shall be adequate to accommodate joint compression and extension equal to 50 percent of the width of the joint. Exterior sealant shall meet ASTM C920 and be compatible with the materials to which they are applied. Provide the backer rod of compressible rod stock of closed cell polyethylene foam, polyurethane foam, butyl rubber foam, or other flexible, non-absorptive material as recommended by the sealant manufacturer.

3.13.5. Apply sealant around the hose bib on the north exterior wall of the facility. Exterior sealant shall meet ASTM C920 and be compatible with the materials to which they are applied.

3.13.6. Replace the damaged under eave metal soffit on the southwest corner of the facility. See Attachment 3, Photo F. Replace soffit section the entire distance between the exterior wall and roof fascia.

3.14. Backflow Preventers

3.14.1. Remove the building’s two backflow preventers and each backflow preventer’s associated isolation ball valves. One backflow preventer is for the domestic water service and the other for the irrigation system. See Attachment 3, Photos G and H showing the extent of corroded piping removal required.

3.14.2. Install two new 1.5” ball valves, one new 1.5” reduced pressure principle backflow preventer, and new 1.5” diameter piping for domestic water service.

3.14.3. Install two new 2” ball valves and one new 2” pressure vacuum breaker for the irrigation system. New piping is not required, but is allowable for ease of installation.

3.14.4. Paint all new piping and fittings with an appropriately rated exterior paint. Do not paint the backflow preventers.

3.14.5. Backflow prevention devices must be approved by the State or local regulatory agencies. If there is no State or local regulatory agency requirements, the backflow prevention devices must be listed by the Foundation for Cross- Connection Control & Hydraulic Research, or any other approved testing laboratory having equivalent capabilities for both laboratory and field evaluation of backflow prevention devices and assemblies. Reduced pressure principle assemblies, double check valve assemblies, atmospheric (nonpressure) type vacuum breakers, and pressure type vacuum breakers shall be meet the above requirements. Backflow preventers with intermediate atmospheric vent shall conform to ASSE 1012. Reduced pressure principle backflow preventers shall conform to ASSE 1013. Hose connection vacuum breakers shall conform to ASSE 1011. Pipe applied atmospheric type vacuum breakers shall conform to ASSE 1001. Pressure vacuum breaker assembly shall conform to ASSE 1020. Air gaps in plumbing systems shall conform to ASME A112.1.2.

3.14.6. After assembly installation, initial inspection and testing of the backflow prevention assemblies shall be completed by a certified backflow prevention assembly tester. The test reports shall be submitted to the Government.

Assemblies must be replaced if the test reports indicate test failure.

4. BACKGROUND AND CONCEPT:

4.1. Requirement: Modify the existing building 182, as described by paragraph 3.0

“Installation” and execute construction of the approved design. The contractor shall provide all management, engineering, AutoCAD As-Built drawings, programming, work phasing, scheduling, plans, tools, supplies, equipment, and labor necessary to complete project KYJM 18-9030 at Homestead ARB, Florida. The work shall be provided in accordance with applicable codes, regulatory guidance, ASHRAE, Department of Defense UFCs, Air Force ETLs and the ICD/ICS 705 Ver. 1.3.

4.2. Construction: Upon Notice to Proceed, the Contractor may commence onsite construction activities. During the Construction Phase, construction, and the delivery and warranting of the project/facility take place. See Table Construction Deliverables in Paragraph 4.2.5.

4.2.1. On-Site Field Oversight: The Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure oversight services throughout accomplishment of this build. The Government will provide on-going surveillance and submittal approval recommendations. The COR will report all findings to the CO.

4.2.2. Pre-Final Inspection: The Contractor shall conduct a pre-final walk-through inspection and publish the pre-final inspection findings in a Pre-Final inspection report. CE and CO should be present at pre-final inspection. The Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) for review. The Contractor shall include all O&M manuals, operating instructions, and test reports for review. The Contractor shall provide training to base personnel by manufacturer’s representatives, as required.

4.2.3. Final Inspection: The Contractor shall conduct a final inspection and publish the findings in a Final Inspection Report. The inspection shall concentrate on the items identified at the Pre-final inspection and recorded in the Pre-final report. The Final Inspection Report shall also certify that all items of the design have been implemented and that the construction is complete. The Final Inspection Report shall also include as-built drawings and specifications verifying that all development standards have been met.

At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the (BCE) for signature and acceptance.

4.2.4. 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 as-built drawings in the format and media as required by the task order. The warranty shall be issued in accordance with FAR 52.246-21. Extended warranties offered by the Contractor and its subcontractors or suppliers may be accepted by the Government at its discretion

4.2.5 Construction Deliverables

The Contractor shall provide technical plans and reports as detailed below. Electronic submittals are preferred.

Deliverable

Copies

Frequency

Pr oj ec t

E ng in ee r

C on tr ac tin g

O ff ic er

Production or Delivery Problem Report 1 1 Same day as problem Health and Safety Plan 1 1 30 days after Construction

NTP

Construction Quality Control Plan 1 1 30 days after Construction

NTP

As-built Drawings (1 Hard copy, 3 CDs) 1 HC

3 CDs 0 30 days after final inspection Updated Material Submittal Log Form (AF Form 66)

1 1 30 days after Construction NTP and as needed

Material Approval (AF Form 3000) 1 1 As needed Draft O & M Manuals (AF Form 3000) (hard copy)

2 1 At Pre-final inspection

O & M Manuals (AF Form 3000) (hard copy)

2 1 At final inspection

Contract Progress Schedule (AF Form 3064)

1 1 Within 10 days of award;

monthly after construction start

Contract Progress Report (AF Form 3065)

1 1 Monthly

Meeting Minutes 1 1 As needed, 2 business days after meeting

Pre-final Inspection Report 1 1 5 days before Final inspection

Final Inspection Report 1 1 15 days after Final inspection

Draft Transfer & Acceptance of Military Real Property (DD 1354)

1 0 At Pre-final inspection (as needed)

Transfer & Acceptance of Military Real Property (DD 1354)

1 0 At Final inspection (as needed)

5. APPLICABLE DOCUMENTS: The Contractor shall identify and comply with all applicable federal, state, and local statutes; Air Force/Military Instructions, manuals, handbooks, regulations, guidance, and policy letters; Executive Orders (ESO); National Fire Protection (NFPA); Engineering Technical Letters (ETL); as applicable with the Unified Facility Guide Specifications (UFGS), and with the SOW. In addition, the Contractor shall refer to the current version of the USAF Project Manager’s Guide For Design and Construction, and Guidance for Contract Deliverables (GCD), current version.

6. ADMINISTRATIVE:

6.1. Meetings, Conferences, Site Visits:

6.1.1. Post Award Meeting/Teleconference, Progress Meetings: After the issuance of a task order, the Contractor shall attend meetings at project site, HOMESTEAD ARB, FLORIDA. The purpose of these meetings includes, but is not limited to contract discussions, progress reviews, project scoping, planning, project status, and the general exchange of information concerning current and future activities. All meetings shall be held at HOMESTEAD ARB, FLORIDA or on a teleconference.. The Contractor shall coordinate each meeting with all individuals listed in section 7.2.

6.1.2. Meeting Minutes The Contractor shall record and provide copies of all meeting minutes no later than two (2) business days after the meeting. Minutes shall be sent by email to each individual in section 7.2.

6.1.3. Progress Review Meetings: The Contractor shall hold progress review meetings once a week and shall coordinate these meetings with the Base POC.

These meetings will be a review of work performed, issues, schedules, milestones, and current status. The schedule of the progress review meeting may be modified by the Governmernt with notification to the Contractor. These meetings will continue until the project is closed out.

6.1.3.1. Meeting Agenda: The Contractor shall prepare meeting agendas and distribute copies to all the parties participating in the meetings a minimum of 24 hours prior to the schedule progress meeting.

6.1.3.2. Meeting Minutes: All meeting minutes will be taken by the Contractor and distributed to all the meeting participants no later than two (2) working days following meeting dates.

6.1.3.3. Schedules: The Contractor shall adhere to all meeting and reporting schedules and acknowledges the authority of the Base POC to reschedule any and all meetings and reports.

6.2. Base Access: The Contractor shall coordinate with the facility manager and COR to gain access to the areas of the installation involving this project. The Contractor shall follow all base rules and regulations regarding entry and access to base. Contractor shall have in possession all applicable identification documents prior to arrival. The Contractor is encouraged to perform background checks on personnel before submission to the government; the government is not responsible for consequences of contractor personnel failing to pass base security criteria.

7. CONTRACT ADMINISTRATION

7.1. Notwithstanding any of the provisions of this contract, the CO will be the only individual authorized to in any way to modify the terms of this contract.

8. TESTING: Refer to the project specifications for testing requirements.

9. SPECIFICATIONS: Specifications are included in Attachment 4 and 7 (100% Sign & Seal Specs/Drawings).

10. PERFORMANCE PERIOD: All Contractor work with the exception of crane and hoist installation shall be accomplished within 120 calendar days, including any time for submittals and shipping and handling of equipment. Typical crane lead times are 60 to 120 calendar days.

11. DRAWINGS & PHOTOS: Selected drawings are included. One proposed layout plan drawing is included. The provided record drawings are from the original construction project or subsequent modifications. See Attachments 1 and 2 for drawings. Additionally, photos are provided to further delineate the scope of work. See Attachment 3 for photos. All design drawings are being provided.

12. AS-BUILT DRAWINGS: The Contractor will be required to supply as-built drawings when the work is completed. The as-built drawings shall include AutoCAD 2020 (or newer version) drawings on CD, PDF drawings on CD, and 24” by 36” hardcopy drawings on bond paper. One hardcopy set and three CDs are required. The Contractor will also provide copies of any spec sheets for installed equipment. The job will not be considered completed until after these items are supplied.

13. EXISTING FACILITIES: The existing dimensions and locations of both above ground and below ground facilities shown on the applicable drawings and/or excavation permit are for approximation purposes only. Failure to verify the dimensions and locations before commencing work will be at the Contractor’s risk and shall not relieve the Contractor from accomplishing the work required by the contract at the price awarded by the government.

14. WORKING HOURS: The normal hours of work at HARB are from 0730 to 1630 hours EST, Monday through Friday, excluding holidays. Access to work sites may be restricted to these hours and days. All other hours shall be considered non-regular time and must be requested in writing to the Contracting Officer 72 hours in advance. Work that requires inspection during accomplishment or that prevents inspection of previous work after accomplishment during normal hours must be coordinated in advance with the Contracting Officer.

15. NOTIFICATION RESPONSIBILITIES: The Contractor shall notify Contracting Officer, via phone or E-mail, a minimum of 24 hours in advance of: (1) initially starting work or starting work after a multi-workday pause, (2) ceasing work for a multi-workday pause, and (3) deliveries of major materials or equipment.

16. CONTINUED USE OF FACILITES: Surrounding buildings and utilities will continue in use during this contract. Work and work areas shall be scheduled at least 24 hours in advance of anticipated time of accomplishments. Work shall be performed in a manner to create minimum disturbance and inconvenience to personnel. Contractor’s personnel will be limited to work areas.

17. CONTRACTOR QUALIFICATIONS: Contractor personnel will possess all certifications required by federal, state and local regulations to perform the work. Copies of these certifications may be required at the discretion of the Contracting Officer.

18. SITE SUPERVISOR: The job foreman or site superintendent shall be on the payroll of the contractor; shall be on site daily for a majority of sub-contractor work; and shall be conversant in English.

19. CONTRACTOR STORAGE: An on-site open and/or closed storage area for Contractor project material may be designated and set-aside by the Contracting Officer. Additional storage areas will not be provided, unless approved by the Contracting Officer. Security of the storage area and project materials shall be the responsibility of the Contractor. The Contractor shall keep the storage area neat, orderly and clear of all debris. The Contractor shall not allow trash or other debris to be scattered from his area by wind or other means. Any open area provided to the Contractor must be surrounded by a chain link fence or orange safety fence and must be maintained in a serviceable condition at all times. All storage areas will be kept clear of weeds and trash.

20. SECURITY: The Contractor shall obtain and monitor security badges used by its own staff and

Subcontractors during the duration of this contract. Contractor shall have full compliance with requirements contained in ICD/ICS 705 Ver. 1.5 Chapter 3, Construction Security. Work on this project is restricted to only US citizens, permanent residents and protected individuals in accordance with ICD 705 version 1.5.

21. EXCAVATION PERMITS: The Contractor shall obtain excavation permits (AF Form 103, Base

Civil Engineering Work Clearance Request) prior to any excavation. The permit shall be obtained from the COR. Permit request should be made at least two weeks before the start of excavation.

Should any one of the coordination points indicate an additional underground utility or structure over and above those shown on the contract drawing either by sketch on the permit’s drawing or by field pointing or by flagging, the Contractor shall be responsible for protection of each of the items indicated. Should damage occur to any of the items indicated by the Contractor, contract drawings or coordinating agency to the permit, the Contractor shall be responsible for prompt repair of the damage to return the item to its original workable condition. It is required that the operator of excavation equipment have the permit (or copy) in procession while excavating. The Contractor is responsible for initiating the permit renewal process if required.

22. OPEN FLAME, WELDING PERMITS: The Contractor must receive a permit for any welding or other open flame work to be done on base from the base Fire Department before such work is performed.

23. UTILITIES SERVICE: The Contractor may access available utilities (electricity and water), if applicable, at the construction site. Any utility hook-up costs shall be at the Contractor’s expense.

No utilities will be provided by the government at any contractor open storage area. All taps from fire hydrants shall make use of approved backflow prevention devices according to risk as described in UFC 3-230-02

24. UTILITY OUTAGE: The contractor shall request in writing and get approval for any utility outage. A minimum of fifteen (15) working days is required to process utility outage request. The contractor shall allow the telephone company and communication personnel access to the systems required. If damage by construction activities occurs, the contractor shall restore service within 24 hours with no cost to the government.

25. REFERENCES:

References: Technical references consulted in preparation of this document include.

Please see latest edition of each regulation.

a. UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings

b. UFC 3-600-01, Design: Fire Protection Engineering for Facilities

c. International Building Code

d. NFPA 70, National Electrical Code

e. NFPA 72, National Fire Alarm Code

f. NFPA 101, Life Safety Code

g. Uniform Federal Accessibility Standards (UFAS) August 7

h. Americans with Disabilities Act Accessibility Guidelines (ADAAG)

i. TM 5-822-2/AFM 88-7, Chap. 5 General Provisions and Geometric Design for

Roads, Streets, Walks, and Open Storage Areas

j. UFC 3-520-01, Electrical Design, Interior Electrical Systems

k. Florida Building Code

l. Technical Specification for Construction of SCIF ICD 705

m. Intelligence Community Standards ICS 705-1

n. Intelligence Community Standards ICS 705-2

Construction and Materials

References for construction and materials are listed in the various UFGS, Divisions 00 through 16 (project is not limited to those specs mentioned below)

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 00.00 06 SPECIAL CLAUSES

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 40 SUMMARY OF WORK

01 32 01.00 06 PROJECT SCHEDULE

01 33 00.00 06 SUBMITTAL PROCEDURES

01 35 29.00 06 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 50 02.00 10 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 10 STORM WATER POLLUTION PREVENTION MEASURES

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23.00 06 EQUIPMENT OPERATING, MAINTENANCE, AND REPAIR

MANUALS

DIVISION 02 - EXISTING CONDITIONS

02 82 33.00 06 REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING

MATERIALS

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 15 13.00 10 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 20 01.00 10 CONCRETE REINFORCEMENT

03 31 00.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE

03 41 33.00 10 PRECAST/PRESTRESSED CONCRETE FLOOR AND ROOF UNITS

DIVISION 04 - MASONRY 04 20

00 MASONRY DIVISION 05 -

METALS

05 12 00 STRUCTURAL STEEL

05 21 02.00 10 STEEL JOISTS

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS

05 51 00.00 40 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 60 00.00 40 FLASHING AND SHEET METAL

07 61 13.00 10 STRUCTURAL STANDING SEAM METAL ROOF (SSSMR) SYSTEM

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 51 14.00 06 ALUMINUM AND ENVIRONMENTAL CONTROL ALUMINUM

WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 METAL SUPPORT ASSEMBLIES

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE, QUARRY TILE, AND PAVER TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 22 13.00 40 WOVEN WIRE MESH PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 44 16 FIRE EXTINGUISHER CABINETS

DIVISION 21 - FIRE SUPPRESSION

21 13 00.00 20 WET-PIPE FIRE SUPPRESSION SPRINKLERS

DIVISION 22 - PLUMBING

22 00 00.00 40 PLUMBING

22 14 29.00 40 SUMP PUMPS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 09 23.00 40 LIGHTING CONTROLS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00.00 40 LIGHTNING PROTECTION SYSTEMS

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE

PAVEMENT

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 23 SODDING

32 96 00 TRANSPLANTING EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 01 STORM DRAINAGE

33 61 00 PREFABRICATED UNDERGROUND COOLING DISTRIBUTION SYSTEM

33 71 02.00 20 UNDERGROUND TRANSMISSION AND DISTRIBUTION

34 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

1. SUMMARY FLOWCHART OF MATERIAL AND WASTE STREAM HANDLING:

26. SALVAGEABLE MATERIALS: All materials not reused in the project according to the applicable drawings or as specified herein, will be designated as either salvageable or unsalvageable by the Contracting Officer.

26.1. Salvageable materials shall remain the property of the government and shall be disposed of by the Contractor as directed by the Contracting Officer. Materials to be removed shall be removed without damage to adjacent areas. All damage resulting from removal shall be repaired by the Contractor at no cost to the government with materials of like nature, type, and construction as were damaged or with materials to match existing adjacent areas.

26.2. Unsalvageable materials shall be considered Construction and Demolition Wastes.

27. RECYCLING, CONSTRUCTION & DEMOLITION WASTES: The Contractor shall separate and handle all hazardous wastes according to the Environmental Protection Statement.

All remaining non-hazardous and non-water soluble waste shall be considered construction and demolition (C&D) waste. The Contractor shall contact the base Civil Engineering Environmental Flight recycling program manager for disposition of potentially recyclable materials. The Contractor will then be responsible for providing recycling containers and contacting the recommended agencies for pickup or delivery. The Contractor will provide the Environmental Flight with receipts showing the disposition of recyclables to include weights, cost, dates received and signatures of the accepting organization.

28.1 Recyclables: Recyclables include all materials classified as "construction and demolition debris" by Florida Administrative Code 62-701.200 (27): “Construction and Demolition Debris” means discarded materials generally considered to be not water soluble and non-hazardous in nature, including but not limited to steel, glass, brick, concrete, asphalt material, pipe, gypsum

Hazardous Materials (Environmental Specification)

Recycling, Construction & Demolition Wastes

(SOW)

Hazardous Waste / Spills (Environmental Specification)

Salvageable Materials

(SOW)

Hazmat Generated Waste

NO

YES

NO

YES

Hazardous Waste?

Salvageable Materials?

wallboard, and lumber, from the construction or destruction of a structure as part of a construction or demolition project or from the renovation of a structure, including such debris from construction of structures at a site remote from the construction or demolition project site. The term includes rocks, soils, tree remains, trees, and other vegetative matter which normally results from land clearing or land development operations for a construction project; clean cardboard, paper, plastic, wood, and metal scraps from a construction project; effective January 1, 1997, except as provided in Section 403.707(13), F.S., unpainted, non-treated wood scraps from facilities manufacturing materials used for construction of structures or their components and unpainted, non-treated wood pallets provided the wood scraps and pallets are separated from other solid waste where generated and the generator of such wood scraps or pallets implements reasonable practices of the generating industry to minimize the commingling of wood scraps or pallets with other solid waste; and to diminish the amounts of other nonhazardous wastes that are generated at construction or demolition projects, provided such amounts are consistent with best management practices of the construction and demolition industries. Mixing of construction and demolition debris with other types of solid waste will cause it to be classified as other than construction and demolition debris.

28.2 Non-recyclables: In the event that the waste cannot be recycled, the waste becomes the property of the Contractor and may be disposed in accordance with all applicable state, federal and local statutes, regulations, and executive orders in effect at the time of disposal.

ATTACHMENTS

1. Record Drawings

2. Proposed Layout Drawings

3. Photos

4. Specifications

5. AF Form 66, Schedule of Material Submittals – 5.1 Original – 5.2 Working Copy

6. Special Instructions Construction Status

7. Sign & Seal Specifications & Drawings (100% Design/ RFC) -7.1 Specs – 7.2 Drawings

8. Environmental Protection Specification

9. Base Pass Request

10. Wage Determination