DRAFT_-_KYJM189030_SOW_(190520)_-_DRAFT.pdf

DRAFT

Repair DMS Facility for AN/ASQ-236 Radar Pods, BLDG. 182

KYJM 18-9030 MAY 2019

STATEMENT OF WORK

Version 5.1

KYJM 18-9030 Repair DMS Facility for AN/ASQ-236 Radar Pods, Building 182 May 16, 2019

1. SCOPE.

1.1 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, the project specifications, the proposed layout plan drawing, record drawing sheets, Federal, State and Miami-Dade Department of Environmental Management (DERM) codes and regulations, OSHA and the USACE Army Corp of Engineers Safety Manual EM 385-1-1 requirements.

The term, Contractor, shall be interpreted to mean the prime contractor and all its subcontractors. The term, Contracting Officer, shall mean the Contracting Officer and/or designated representatives. 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.

1.2 Description of Work: Work to be performed: 1) The project is a design-build contract. The Contractor shall provide type A and B services to prepare and complete construction documents consisting of contract drawings, technical MS Word specifications edited from UFGS guide specifications issued on 4/19/06 or latest, design analysis at HOMESTEAD ARB, FLORIDA. 2) The Contractor shall provide all labor, materials, and equipment to install, construct, and complete the work planned in accordance with sections 2 and 3 of this Statement of Work.

1.2.1 SOW for Design

The contractor design shall incorporate all necessary calculations, demolition, alterations, repairs, new installations, tests and certifications required to perform:

1.2.1.1 The Government will remove all furniture prior to the Contractor beginning work on the project. The Contractor shall remove and later re-install items mounted on the walls that were not previously removed by the Government including, but not limited to, dry erase board, hand sanitizer dispensers, paper towel holders, and toilet paper holders. Removal of such items shall occur prior to paining or wall paper removal and re-installation shall occur after all other required work is completed.

1.2.1.2 General Facility Electrical Upgrades

1.2.1.2.1 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

KYJM 18-9030 MAY 2019

obvious modifications have occurred to the facility’s electrical system after original construction was completed.

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

1.2.1.2.3 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.

1.2.1.2.4 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).

1.2.1.2.5 Install the receptacle at a height 48” above finished floor elevation. Receptacle shall be Russellstoll part # JRS644F.

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

1.2.1.3 Exit and Emergency Lighting

1.2.1.3.1 Replace the two existing exit light fixtures in the pod shop area with LED exit lights.

See specification 26 51 00.

1.2.1.3.2 Existing emergency light fixtures shall remain.

1.2.1.4 Heating Ventilation and Air Conditioning (HVAC)

1.2.1.4.1 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.

1.2.1.4.2 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.

1.2.1.4.3 Rebalance airflow for the facility’s HVAC system.

1.2.1.4.4 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.

1.2.1.5 Crane

1.2.1.5.1 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.

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

1.2.1.5.3 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.

1.2.1.5.4 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.

1.2.1.5.5 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.

1.2.1.6 Bay Door Enlargement

1.2.1.6.1 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.

1.2.1.6.2 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.

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

1.2.1.6.4 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.

1.2.1.6.5 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.

1.2.1.6.6 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.

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

1.2.1.6.8 Relocate building number sign on the exterior wall.

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

1.2.1.7 Painting

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

1.2.1.7.2 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.

1.2.1.7.3 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.

1.2.1.8 Pod Shop Area

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

1.2.1.8.2 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.

1.2.1.8.3 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.

1.2.1.8.4 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.

1.2.1.8.5 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.

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

Those that are existing emergency lights shall be replaced with new LED light fixtures with 90 min. rated battery packs. 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.

1.2.1.9 Storage and Janitor’s Closet

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

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

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

1.2.1.9.4 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.

1.2.1.9.5 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.

1.2.1.9.6 Paint steel door frame.

1.2.1.10 Toilet Room

1.2.1.10.1 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.

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

1.2.1.10.3 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.

1.2.1.10.4 Paint steel door frame.

1.2.1.11 Office (Room 11-103)

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

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

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

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

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

1.2.1.11.6 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.

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

1.2.1.11.8 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.

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

1.2.1.11.10Paint steel door frame and interior window steel window frame.

1.2.1.12 Chief Tech Office (Room 11-102)

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

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

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

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

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

1.2.1.12.6 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.

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

1.2.1.13 Miscellaneous Exterior Work

1.2.1.13.1 Pressure wash all exterior walls of the facility.

1.2.1.13.2 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.

1.2.1.13.3 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.

1.2.1.13.4 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.

1.2.1.13.5 Apply sealant around the hose bibb 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.

1.2.1.13.6 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.

1.2.1.14 Backflow Preventers

1.2.1.14.1 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.

1.2.1.14.2 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.

1.2.1.14.3 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.

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

1.2.1.14.5 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.

1.2.1.14.6 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.

The contractor shall provide 35%, 65%, 95%, 100% and final design. Period of performance for the 35%, 65% and 95% design phase shall be 15 calendar days each after the contractor receives comments from the government. The contractor shall provide the final design to the government within 14 calendar days of receiving the government’s comments. The contractor shall submit five hard copies of the document and CD in AutoCAD 2012 or more recent for each Phase of design.

The contractor shall provide at minimum architectural, civil, structural, mechanical, plumbing and electrical drawings and calculations. Architectural drawings shall be designed, signed and sealed by a licensed Architect. Civil, structural, mechanical, plumbing and electrical drawings/calculations shall be designed, signed and sealed by a Florida State license professional engineer. Fire code and life safety drawings/calculations shall be designed, signed and sealed by a registered State of Florida professional engineer (P.E.) who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveys (NCEES).

A. GENERAL FACILITY ELECTRICAL UPGRADES

B. EXIT AND EMERGENCY LIGHTING, REPLACE

C. HEATING VENTILATION AND AIR CONDITIONING (HVAC)

D. CRANE: INSTALL A 1-TON (MINIMUM) RATED CRANE

E. BAY DOOR ENLARGEMENT

F. PAINTING

G. POD SHOP AREA: REMOVE/REPAIRS/REPLACE/PAINT

H. STORAGE AND JANITOR’S CLOSET: REMOVEREPAIRS/REPLACE/PAINT

I. TOILET ROOM: REMOVE/REPAIR/REPLACE/PAINT

J. OFFICE ROOM: REMOVE/REPAIR/REPLACE/PAINT

K. CHIEF TECH OFFICE ROOM (11-102): REMOE/REPLACE/REPAIR/PAINT

L. MISCELALANEOUS EXTERIOR WORK: PRESSURE

WASH/REMOVE/REPLACE/SEAL

M. BACKFLOW PREVENTERS: REMOVE/INSTALL/PAINT/TESTINGCERTIFY

NOTE: For additional information on the above bullets see section 1.2.1 of this SOW.

2. REFERENCES:

References: As a minimum project design will comply with the Air Force Reserve Command and Base design guidance. Technical references consulted in preparation of this document include:

a. UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings, 8 Oct 2003

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

c. 2003 International Building Code

d. NFPA 70, National Electrical Code, 2002

e. NFPA 72, National Fire Alarm Code, 2002

f. NFPA 101, Life Safety Code, 2003

g. Uniform Federal Accessibility Standards (UFAS) August 7, 1984

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 July 1987

j. UFC 3-520-01, Electrical Design, Interior Electrical Systems, April 2003

k. UFC 4-724-01, Air Force Visitors’ Quarters Design Guide, August 2000

l. Homestead Air Reserve Base General Plan, March 2000

m. South Florida Building Code

n. Technical Specification for Construction of SCIF ICD 705

p. Intelligence Community Standards ICS 705-1

q. 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

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

3. SCOPE

3.1 Management Objectives:

3.1.1 Site Survey: The Contractor shall perform site survey to confirm information pertaining to the project under this task order and shall provide all plans, labor, equipment, and materials necessary to support all work under this task order. The Contractor as the Architect-Engineer of Record for any changes to the existing design shall complete development of plans and specifications in accordance with defined levels of effort necessary to construct the project and provide as-built drawings (both electronically, AutoCAD and in hard copy) for retention by the Government.

3.1.2 Base Regulations: Contractor shall conform to all base regulations and directives pertaining to security, safety, fire, traffic, and personnel clearance, in so far as they pertain to the Contractors activities on HOMESTEAD ARB, FLORIDA. The Contractor shall ensure conformance by all employees. Contractor shall have full compliance with requirements contained in ICD/ICS 705 Ver. 1.3 dated: September of 2015. Contractor will fully comply with base regulations, including, but not limited to, the base policy restricting and controlling photography and the restrictions and requirements related to crossing an active taxiway.

3.2 Background and Concept:

3.2.1 Requirement: Modify the existing building 182, as described by paragraph 1.2.1 “SOW for Design” and execute construction of the approved design. The contractor shall provide all management, engineering, design, AutoCAD design drawings, AutoCAD As-Built drawings, specifications, programming, work phasing, scheduling, plans, tools, supplies, equipment, and labor necessary to complete project KYJM 13-9020 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.

3.2.2 Design-Build: D-B has two phases; the Design Phase and the Construction Phase. Under this task order all of the concept definition work is complete.

3.2.2.1 Design: For any changes made to project information in the form of site plans, specification and other construction information, the Contractor shall be solely responsible for the survey verification and validation, coordination of existing conditions in parallel with proposed requirements, above and below-grade condition assessment, and budget verification that pertains to those changes. Prior to beginning onsite construction, the Contractor will initiate the Construction Phase by completing project working drawings and the various plans and schedules, including a construction schedule. Drawings and specifications shall comply with codes, laws and this statement of work. The Contractor shall be responsible for implementation, coordination, and execution of all regulatory reviews, ensure technical adequacy of the final design, and provide quality control of all Phases of the task order.

Design Task 1: Site Visit/Kickoff: The Contractor shall thoroughly review the contract requirements (Contract Design Requirements Document construction/installation for the Repair DMS Facility AN/ASQ-236 Radar Pods) and pertinent attachments in order to generate a list of questions and objectives BEFORE making a site visit to gather data and clarify requirements.

Design Task 2: Contractor shall utilize the site visit assessment findings and verification to produce a brief work plan and schedule and submit it for government review.

Design Task 3 (Design stages; 35, 65%, 95%, 100% and final design): Contractor shall allow a review period of ten (10 business days) between each design phase for government review. At each design stage, design review comments shall be obtained and recorded by Contractor from all individuals. For Phase I, 35% design, Contractor shall utilize information and Statement of Work to produce 35% design. The 35% design shall consist of draft outline;

specifications, construction statement of work, drawings, electrical, mechanical and structural details and identify critical phases of the construction. Contractor shall prepare a detailed government estimate of proposed construction work (REF AF FORM 3052). Contractor shall prepare and complete specifications for proposed work accompanied by half-size drawings. Contractor shall note and make corrections/changes identified in the 35% Design meeting. Upon government acceptance of 35% design, the Contractor shall proceed with Phase II 65% design. For Phase II, 65% and 95% pre-final, Contractor shall complete design to the appropriate status. Only minor changes shall be made at the 95% design stage. Upon government acceptance of 65% and 95% design, the Contractor shall proceed with Phase III 100% Design. For Phase III, 100% Design, the Contractor shall provide a 100% design package consisting of all drawings and design package documents, to include specifications with all identified changes completed. Upon government acceptance of the 100% Design submission, a Final Design shall be provided by the Contractor. The Final Design package shall consist of all drawings and design package documents, to include specifications with all identified changes completed. Drawings shall be Engineer stamped, dated, and signed.

3.2.2.1.1 Design Documents: The text for delivered documents shall be prepared on standard letter size paper (8.5" x 11"). Attachments shall be fully identified, referenced in the text and folded to conform to the size paper used in the report. All documents will be produced both electronically and hard copy and will become property of the U.S. Air Force upon completion of the design. The Contractor shall also deliver copies of any specifications, reports, etc. using Microsoft Office on compatible program media version to the base POC. The Contractor shall deliver copies of drawings using AutoCAD 2016 or more recent format. The Contractor will only be required to deliver no more than five hard copies of the reports and document for each design Phase to the Base POC and provide one CD.

3.2.2.2 Construction: Upon the approval of the Final Design plans and specifications, the Contractor may commence onsite construction activities.

During the Construction Phase, construction, and the delivery and warranting of the project/facility take place. See paragraph 6.5.2 for Construction Phase tasks.

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

3.2.2.2.2 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.

3.2.2.2.3 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.

3.2.2.2.4 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.

4.0 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 the Unified Facility Guide Specifications (UFGS), and in SOW including all changes and amendments in effect on the date of issuance of this TO. 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.

5.0 ADMINISTRATIVE:

5.1 Meetings, Conferences, Site Visits:

5.1.1 Post Award Meeting/Teleconference, Progress Meetings & Design Integration 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, design reviews, project status, and the general exchange of information concerning current and future activities. All meetings except 100% design shall be held at

HOMESTEAD ARB, FLORIDA. The Contractor shall coordinate each meeting with all individuals listed in section 9.2. Contractor shall schedule Design Phase review meetings within five (5) days of receipt of government comments. 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 9.2.

5.1.1.1 Meeting #1, Site Visit/kickoff: The Contractor shall coordinate the site visit to be held at HOMESTEAD ARB, FLORIDA, with all parties identified in section 9.2 of this SOW within five (5) business days from award date. Contractor shall collect or request all information necessary (i.e. drawings, etc.) to accomplish 35% design.

5.1.1.2 Meeting #2, 35% Design: Contractor shall schedule/coordinate 35% design review meeting with all POC’s listed in section 9.2, prior to close of site visit meeting.

5.1.1.3 Meeting #3, 65% and 95% Pre-final Design Review: Contractor shall coordinate 65% and 95% design meeting with all POC’s listed in section 9.2, no later than five (5) business days after receipt of 35% design government review comments.

5.1.1.4 Meeting #4, 100% Design Telecon: Contractor shall coordinate a telecon with all parties identified in section 9.2 of this SOW.

5.1.1.5 Meeting #5, Final Design: Contractor shall coordinate a telecon with all parties identified in section 9.2 of this SOW.

5.1.2 Meeting Minutes: The Contractor shall prepare and publish all meeting minutes no later than 2 business days after the meeting for CO/CE approval, the minutes after approval, track all action items assigned, and shall document all items discussed at a meeting as well as a meeting’s attendees. Minutes shall be sent by email to each individual in section 9.2

5.1.3 Base Access: The Contractor shall coordinate with the Contract Officer to gain access to 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.

5.2 Work Site Requirements:

5.2.1 Safety Requirements: The Contractor shall conduct its operations in accordance with FAR Part 52.236-13 and Alternate 1.

5.2.2 Work Sequencing and BID Information: The contractor shall provide the government a minimum of two weeks’ notice before making any portion of the building inaccessible for use. Construction work in the facilities may need to be phased to accommodate mission requirements. The government will provide its known phasing requirements early in the design phase, but facility availability may change based on real world situation. Work will need to be closely coordinated with facility users.

5.2.3 Working Hours: The normal hours of work at HARB are from 0730 to 1630 hours, 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 Office 72 hours in advanced. 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 office.

5.2.4 Notification Responsibilities: The contractor shall notify HARB/CEC, via phone or E-mail, a minimum of 24 hours in advanced 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.

5.2.5 Contractor Qualifications: Contractor personnel will posses any 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 office.

Contractor shall have full compliance with requirements contained in ICD/ICS 705 Ver. 1.3 Chapter 3. Construction Security.

5.2.6 Storage: The Contractor shall conduct its operations in accordance with FAR Part 52.236-10.

5.2.7 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. 1.3 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 1.3

5.2.8 Excavation Permit: 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 Engineering Flight, 482 MSG/CEC, Bldg

232. Permit request should be made at least 10 business days before the start of excavation. The excavation permit shall be created and processed in accordance with AFR 85-2. 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 his possession while excavating. The Contractor is responsible for initiating the permit renewal process if required.

5.2.9 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.

5.2.10 Environmental Specification: The contractor shall abide by the Environmental Protection Specification (attached) which shall also negate the need for the design-build contractor in developing their own environmental specification.

5.2.11 Site Supervisor: The job foreman or site superintendent shall be on site daily when work is being accomplished; and shall be conversant in English.

5.2.12 Submittals: Submittals will be required on all materials used under each project.

Each submittal shall include information as describe in the technical specifications. Once an item of material or equipment has been approved, the contractor will not be required to re-submit with the following exception: If, at any time during the duration of this contract, the contractor desires to change materials from those originally approved, his new materials shall be resubmitted to and approved by the Contracting Officer prior to incorporation into the project.

5.2.13 Dust Protection: This specification covers the protection of work areas by the furnishing and installation of a temporary framework covered by polyethylene sheeting around the area where work is being performed or around the area that requires protection.

5.2.14 Waste Stream Handling:

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.

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.

Unsalvageable materials shall be considered Construction and Demolition Wastes.

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, dates received and signatures of the accepting organization.

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 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)(j), 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 minimize 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.

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.

6.0 GENERAL TASKINGS:

6.1 Concept Definition/Design: Not applicable to this TO.

6.2 Technical Services: The Contractor is the “Architect of Record” for any changes made to the existing design and, as such, will sign and seal all completed design documents and any designs for modifications. The Contractor is accountable for all aspects of the completed design under Federal, Department of Defense, Air Force, State and applicable local laws.

6.4 Quality Control (QC) Oversight: The Contractor shall plan and/or develop QC procedures for the task order and submit for Government approval.

6.4 Design-Build (D-B) Construction: The Contractor shall manage and perform D-B construction work as defined in the task order. The following are typical D-B construction task order requirements: completion of working drawings, permitting, construction, construction management, scheduling, maintaining construction facilities and temporary controls, environmental protection, and project closeout.

6.5 Task Order Deliverables:

6.5.1 Design Deliverables:

POC/OFFICE SYMBOL DESIGN DELIVERABLES/SUBMITTALS

Submittal

35%

65% and 95%

100%

Final Design

# of copies

Mr. WILLOCK

HARB 482 MSG / CEC

Yes Yes Yes Yes

5 hardcopies, 5 CDs w/ drawings in AutoCad

Mr. Joe Ballard AFRC / A4CM Yes Yes Yes Yes 1 hardcopy

Mr. Henry Burgains 482 Conf. /LGC Yes Yes Yes Yes 1 hardcopy

Computer Products: CADD Files of CADD Drawings on CD-ROM with index.

Project specifications, etc, CD-ROM. Use the latest version of Microsoft Word.

6.5.1.1 Government Review: Contractor shall allow the time indicated in paragraph 5.1.1 for government review, or up to ten business days for any other deliverable.

6.5.1.2 Plan Review/Construction Kick-off: The Contractor will coordinate with the Project PM to schedule a design review/kick-off conference at the HARB. All Government comments will be reviewed and design changes discussed and approved. Construction will begin after acceptance and approval of final design.

6.5.1.3 Project Closing Conference: Contractor will provide as-built drawings for work completed (CD in AutoCAD 2012 or more recent) and a hard copy, product specifications, manufacturer’s manuals and warrantee documentation at closing conference to be held at the HOMESTEAD ARB, FLORIDA.