FA6675-15-R-0006_B1344_CATM_Renovations_SOW_03302015_Rev08032015.pdf

Page | 1

NAVAL AIR STATION FORT WORTH, TX

JOINT RESERVE BASE

March 30, 2015

Revision #: 2 Revision Date: 3 Aug 2015

STATEMENT OF WORK

Requirement: Construction Services to Renovate Building 1344, at Naval Air Station Fort Worth Joint Reserve Base.

Project # DDPM 16 0001

1. GENERAL

1.1. Renovation of B1344 and B1344 Rest Room Annex (5,100 Square Feet

(SF)) to include HVAC system replacement, standing seam roofing system replacement, exterior metal sheeting, interior finishes, structural, plumbing, electrical & lighting, and communications.

2. DEMOLITION PHASE

2.1. HVAC DEMOLITION

2.1.1. DEMO two (2) 5-Ton Condenser Units

2.1.2. DEMO two (2) Ceiling Mounted Air Handlers

2.1.3. DEMO twelve (12) 2’ x 2’ Ceiling Mounted Diffusers

2.1.4. DEMO two (2) 18” Diameter Metal Circular Diffusers

2.1.5. DEMO six (6) Ceiling Mounted Ducted Return Grilles w/Filters

2.1.6. DEMO forty-five (45) Linear Feet (LF) of 12” Dia. Metal Ductwork

2.1.7. DEMO two-hundred & seventy-five (275) LF of 12” Dia. Flexible Air Duct

2.2. FLOORING DEMOLITION

2.2.1. DEMO 471 SF of Rolled Carpet

2.2.2. DEMO 3,945 SF of Vinyl Composition Tile (VCT)

2.2.3. DEMO 630 LF of 4” Rubber Cove Base

2.3. CEILING DEMOLITION

2.3.1. DEMO 3,851 SF of Suspended Ceiling Grid located 8’4” above floor

PROJECT DDPM 160001 – RENOVATE BUILDING 1344

Page | 2

2.4. INTERIOR WALL & DOOR DEMOLITION

2.4.1. DEMO 1,700 SF of Interior Double Sided Gypsum Walls w/Metal Studs

2.4.2. DEMO 3,900 SF of Interior Single Sided Gypsum Walls w/Metal Studs

2.4.3. Cut one (1) 3’0” x 7’0” Entry for an additional Exterior Door to be installed on the west end of Room 104 to create a double door entry.

2.4.4. DEMO six (6) 3’0” x 7’0” Interior Wood Doors & Wood Door Frames

2.4.5. DEMO 1,700 SF of 4” thick blanket insulation from the interior walls

2.4.6. DEMO 3,900 SF of 6” thick blanket insulation from the exterior perimeter walls

2.5. EXTERIOR METAL SIDING & DOOR DEMOLITION

2.5.1. DEMO nine (9) 3’0” x 7’0” exterior doors & door frames

2.5.2. DEMO one (1) 8’7” Wide x 9’5” High manual coiled roll-up door

2.5.3. DEMO 4,160 SF of Exterior Metal Siding surrounding the perimeter of B1344 and the B1344 Rest Room Annex

2.5.4. DEMO 3,900 SF of Exterior Metal Framing

2.5.5. DEMO two (2) 3’0” x 6’0” Exterior Aluminum Framed Glass Windows

2.5.6. DEMO all metal gutters and downspouts

2.6. LIGHTING & ELECTRICAL DEMOLITION

2.6.1. DEMO forty-three (43) 2’ x 4’ T8 Fluorescent Light Fixtures

2.6.2. DEMO six (6) Single Sided Wall Mounted Exit Light Fixtures

2.6.3. DEMO five (5) Wall Mounted Emergency Light Fixtures

2.6.4. DEMO five (5) Externally Mounted Wall Pack Light Fixtures

2.6.5. DEMO fifty-nine (59) 110V Duplex Electrical Receptacles

2.6.6. DEMO two (2) 110V Fourplex Electrical Receptacles

2.6.6. DEMO one (1) 120/208V, 100A, 3-phase, 60 Hz, 42-Breaker Electrical Panel located in Room 106

2.6.7. DEMO one (1) 120/208V, 100A, 3-phase, 60 Hz, 16-Breaker Electrical Panel located in the Women’s Rest Room

2.6.8. DEMO three (3) Electric Vent Fans located in the Rest Rooms

2.6.9. DEMO seventeen (17) Light Switches (toggle)

2.6.10. DEMO one (1) Electric Meter & Submeter Box

2.6.11. DEMO one (1) 200A Disconnect

2.6.12. DEMO All Electrical Wiring & Rigid Conduit

Page | 3

2.7. FIRE SUPPRESSION DEMOLITION

2.7.1. DEMO three (3) Audible Strobe Lights

2.7.2. DEMO two (2) Non-Audible Strobe Lights

2.7.3. DEMO five (5) Smoke Detectors

2.7.4. DEMO one (1) Monaco Dialer Fire Panel

2.7.5. DEMO six (6) Manual Fire Pull Handles

Note: All Fire Suppression equipment removed during the demolition phase shall be returned to the Government for reuse.

2.8. BATHROOM FIXTURE DEMOLITION (B1344 Annex)

2.7.1. DEMO Three (3) Wall Mounted Commodes

2.7.2. DEMO One (1) Wall Mounted Urinal

2.7.3. DEMO Two (2) Sets of Commode Partitions

2.7.4. DEMO Three (3) Sets of Wall Mounted Bathroom Sinks & Faucets

2.7.5. DEMO One (1) Cast Iron Industrial Sink & Faucet in Men’s Room

2.7.6. DEMO Four (4) 18” x 36” Bathroom Mirrors

2.7.7. DEMO Three (3) 14” x 26” Paper Towel Dispensers

2.9. STANDING SEAM ROOFING SYSTEM

2.9.1. DEMO 5,340 SF of Metal Standing Seam Roofing

2.9.2. DEMO 5,340 SF of Roofing Insulation

2.9.3. DEMO 5,340 SF of Roofing Insulation Support Mesh Wire

2.10. COMMUNICATIONS DEMOLITION

2.10.1. DEMO all CAT 5 cabling throughout B1344 and terminate at patch panel located at Equipment Storage Room 106

2.10.2. DEMO eight (8) existing CAT 5 COMM/Data jacks throughout B1344 (See Attached COMM Drawing Labeled “Before Renovation”)

2.10.3. DEMO COMM Switching & Routing Equipment Station located in Room

2.11. CONCRETE DEMOLITION

2.11.1. DEMO one (1) 8’0” x 5’0” section of Concrete on the front side of the building in order to run both water and drainage pipes to the Main building (See Concrete Work Required Drawing for exact location).

Page | 4

2.12. FURNITURE MOVING

2.11.1. All existing furniture will be removed by the Government on a separate contract before the demolition phase is to begin.

Note: B1344 was constructed in 2001 and the B1344 Bathroom Annex was constructed in 2004; therefore, no asbestos was used during the original construction of these buildings.

3. CONSTRUCTION PHASE

3.1. HVAC System

3.1.1. The HVAC requirements shall be at least equivalent to the existing building. Require that a minimum of Fifteen (15) tons of air conditioning for B1344 and one (1) ton of air conditioning for the B1344 Rest Room Annex. The HVAC System selected shall be rated at a summer outside dry bulb temperature of 105 degrees Fahrenheit and winter outside dry bulb temperature of 22 degrees Fahrenheit. The summer outside wet bulb temperature shall be rated at 80 degrees Fahrenheit.

3.1.2. The Contractor shall install two (2) 7.5 ton heat pump outdoor commercial Variable Refrigerant Volume (VRV) multi split system units to serve the existing main building. Each VRV heat pump unit shall have a minimum cooling capacity of 182,830 BTU/h and a minimum heating capacity of 154,000 BTU/h. The power requirements shall be rated at 208/230V, 40 Amp, 3-Phase, 60 Hz. The B1344 Rest Room Annex shall contain a similar VRV multi split system unit rated at one (1) ton. (See attached HVAC System drawing for exact locations).

3.1.3. The Contractor shall install three (3) VRV-M air handling units located above the B1344 main building’s suspended ceiling. These three (3) VRV-M air handling units shall have a cooling capacity of 72,000 BTU/h and a heating capacity of 84,000 BTU/h. The single VRV-M air handling unit for the B1344 Rest Room shall have a cooling capacity of 36,000 BTU/h and a heating capacity of 41,500 BTU/h. The air handling units shall be sized to prevent short cycling thus preventing a high humidity situation (See attached HVAC System drawing for exact locations).

3.1.4. The Contractor shall install approximately 55 LF of 12” diameter sheet metal hard ductwork above the suspended ceilings and open area (Rooms 105 & 106) to replace the demolished sheet metal hard ductwork.

3.1.5. The Contractor shall install approximately 300 LF of 12” diameter flexible air duct above the suspended ceilings and open area (Rooms 105 & 106) to replace the demolished flexible air duct.

3.1.6. The Contractor shall install a total of six (6) 2’ x 2’ HVAC ducted return grilles located in the suspended ceilings. An additional three (3) 12” square HVAC return grilles shall be installed in the hard ceilings above the B1344 Rest Rooms (See attached HVAC System drawing for exact locations).

Page | 5

3.1.7. The Contractor shall install a total of fourteen (14) 2’ x 2’ HVAC diffusers in the suspended ceilings. An additional two (2) 24” diameter HVAC diffusers shall be added to Rooms 105 & 106. Install a total of three (3) 12” square HVAC diffusers inside the hard ceilings above the B1344 Rest Rooms (See attached HVAC System drawing for exact locations).

3.1.8. The Contractor shall install a total of three (3) 12” diameter vent fans in each bathroom and the newly constructed shower room.

3.1.9. The Contractor shall submit an air balance report at the conclusion of the construction phase of the project.

3.1.10. The Contractor shall install a total of six (6) stand-alone programmable thermostats within B1344 and the B1344 Rest Room Annex (See attached HVAC System drawing for exact locations).

3.2. Suspended & Hard Ceilings

3.2.1. The Contractor shall construct the suspended ceilings out of 2’ x 2’, ¾” thick suspended acoustic fiberglass board ceiling tiles with 1-1/2” carrier channel (T-Bar). The suspended ceilings shall be installed in Rooms 101 (471 SF), 102 (471 SF), 103 (950 SF), and 104 (1659 SF) for a total of 3,551 SF. Suspended ceiling height shall be 8’4” (See attached Ceiling Construction drawing for more information).

3.2.2. The Contractor shall install a total of 3,551 SF of 3-1/2” thick, R13 fiberglass insulation above the suspended ceiling grid.

3.2.3. The Contractor shall construct hard ceilings consisting of 5/8” thick gypsum board (drywall) in the B1344 Rest Room Annex. These ceiling shall measure approximately 100 SF in the Men’s Room, 40 SF in the Shower Room, and 80 SF in the Ladies Room. Hard ceiling height shall be 8’4” (See attached Ceiling Construction drawing for more information).

3.2.4. The Contractor shall install approximately 300 SF of 6-1/4” thick, R19 fiberglass insulation above the 5/8” thick drywall hard ceiling.

3.2.5. The Contractor shall patch, texture and paint the bottom surface of the newly constructed hard ceiling. The paint color shall be selected by the government user of the facility.

3.3. Structural

3.3.1. The Contractor shall construct approximately 1,700 SF of 10’0” H x 5” thick double sided walls separating Rooms 101, 102, 103, 104, 105/106, and the Rest Rooms. All interior double sided walls shall protrude through the suspend ceiling by 1’8”. Each wall shall consist of a 3 5/8” 25 gauge metal stud frame positioned 16” on center. The walls shall also include 5/8” thick drywall attached to both sides (See attached New Construction drawing for exact wall locations).

Page | 6

3.3.2. The Contractor shall construct approximately 3,900 SF of 10’0” H x 6” thick single sided perimeter walls that protrude through the suspended ceilings and hard ceilings by 1’8”. All interior single sided perimeter walls shall consist of a 6” 20 gauge metal stud frame positioned 16” on center.

The walls shall also include 5/8” thick drywall attached to the interior side (See attached New Construction drawing for exact wall locations).

3.3.3. The Contractor shall install a total of 1,700 SF of 15” wide by 4” thick R19 fiberglass insulation in the newly constructed interior double sided gypsum walls within Rooms 101, 102, 103, 104, 105/106, and the Rest Rooms.

3.3.4. The Contractor shall install a total of 3,900 SF of 6-1/4”” thick R21 fiberglass in each of the newly constructed interior perimeter walls that surround B1344 and the B1344 Rest Room Annex.

3.3.5. The Contractor shall patch, texture, and paint all newly constructed single sided and double sided gypsum walls within B1344. The paint colors will be selected by the government user of the facility.

3.3.6. The Contractor shall install six (6) 3’0” x 7’0” solid core wood doors including a within B1344. Install six (6) matching wood door frames for the 3’0” x 7’0” solid wood core doors. Install one (1) set of nickel plated Stanley Best single cylinder function ADA lever action locks with Stanley Best small interchangeable lock core inserts to each of the six (6) solid core wood doors. Paint both sides of the solid core wood doors and door frame. The paint color shall be selected by the government user of the facility (See attached Post Construction drawing for exact interior door locations).

3.3.7. The Contractor shall install ten (10) 3’0” x 7’0”, 18 gauge, 90 minute metal fire doors to the exterior of B1344 and the B1344 Rest Room Annex. The west door located at Room 104 shall be converted from a single to a double door. Cut one (1) additional 3’0” x 7’0” opening to the right of the existing Room 104 west door to accommodate the additional door. All newly installed metal exterior doors shall contain thresholds and sweeps to keep the elements out of the buildings (See attached Post Construction drawing for exact exterior door locations).

3.3.8. The Contractor shall install two (2) sets of prefabricated commode/urinal partitions in the B1344 bathrooms. The color of the partitions shall be selected by the government user of the facility (See attached Plumbing drawing for partition locations).

3.3.9. The Contractor shall install one (1) 3’0” x 4’6” mirror in each of the two (2) bathrooms and the single shower room (See attached Plumbing drawing for mirror locations (In front of sinks)).

3.3.10. The Contractor shall construct two (3) 5’0” x 8’0” concrete pads to be located on the front side of the building. The concrete pads shall be 4” thick and rated at 3,000 psi with No. 4 rebar (See attached Concrete Work Required drawing for location).

3.3.11. The Contractor shall construct two (2) 4’0” x 4’0” concrete pads to be located underneath both condenser units. These concrete pads shall be

Page | 7

4” thick and rated at 3,000 psi with No. 4 rebar (See attached Concrete Work Required drawing for location).

3.3.12. The Contractor shall install two (2) 3’0” x 6’0” aluminum framed glass windows located on the north and east sides of Room 101 (See attached Exterior DIM Post Construction Drawing for exact window locations).

3.3.13. The Contractor shall install one (1) 8’7” wide x 9’5” high electric powered slated exterior roll-up door assembly located on the south end of Room

106. The roll-up door motor shall be rated at ¾ HP, 115V, 3-phase gear head type. The roll-up door shall also contain one (1) reversing edge/safety electric stop switch and one (1) control station with automatic stop upon release.

3.5. Interior Finishes (Flooring)

3.5.1. The Contractor shall install approximately 4,714 SF of 12” Vinyl

Composition Tile (VCT) in Rooms 101, 102, 103, 104, 105, 106, and the Rest Room Annex. (See attached Flooring Plan for room locations).

3.5.2. The Contractor shall install 630 LF of 4” wide rubber cove base in Rooms 101, 102, 103, 104, 105, 106, and the Rest Room Annex (See attached Flooring Plan for room locations).

3.6. Interior Finishes (Millwork)

3.6.1. The Contractor shall install 8 LF of upper & lower oak wood kitchen cabinetry in Room 104 (See attached Millwork drawings for cabinet dimensions and placement).

3.6.2. The Contractor shall install 8 LF of 25” wide Acrylic Polymer (Du Pont Corion) Solid Surface Countertops in Room 104 (See attached Millwork drawings for countertop placement).

3.6.3. The Contractor shall install 6 LF of upper & lower oak wood kitchen cabinetry in Room 102 (See attached Millwork drawings for cabinet dimensions and placement).

3.6.4. The Contractor shall install 6 LF of 25” wide Acrylic Polymer (Du Pont or equivalent) Solid Surface Countertops in Room 102 (See attached Millwork drawings for countertop placement).

3.6.5. The Contractor shall install one (1) 3’0” x 2’0” lower wood bathroom vanity in each of the two (2) B1344 bathrooms (See attached Plumbing drawing for sink locations).

3.6.6. The Contractor shall install 9 LF of 25” wide Acrylic Polymer (Du Pont Corion) Solid Surface Countertops in the two (2) B1344 bathrooms and one (1) in the B1344 shower room (See attached Plumbing drawing for countertop locations).

3.6.7. The Contractor shall cutout three (3) holes in the Acrylic Polymer countertops for sink installation. The Room 104 countertop shall require one (1) hole large enough to fit a 22” x 33” stainless steel double sink and the bathrooms shall require two (2) holes large enough to fit two (2) 17- 1/2” x 20-1/2” porcelain bathroom sinks (See attached Plumbing and Millwork drawings for sink cutout locations).

Page | 8

3.7. Plumbing

3.7.1. The Contractor shall install two (2) 17-1/2” x 20-1/2” porcelain bathroom sinks in the B1344 bathrooms (See attached Plumbing drawing for sink locations).

3.7.2. The Contractor shall install one (1) 17-½” x 20-1/2” porcelain bathroom sink in the B1344 shower room (See attached Plumbing drawing for sink location).

3.7.3. The Contractor shall install one (1) 22” x 33” stainless steel double sink in Room 104.

3.7.4. The Contractor shall install three (3) bathroom faucets in the B1344 bathrooms/shower room (See attached Plumbing drawing for faucet locations).

3.7.5. The Contractor shall install one (1) stainless steel kitchen faucet in Room 104.

3.7.6. The Contractor shall install one (1) 24” x 18” cast iron industrial sink and faucet in the Men’s Room.

3.7.7. The Contractor shall install one (1) 1 horsepower (HP) garbage disposal underneath the sink located in Room 104.

3.7.8. The Contractor shall install one (1) water valve for the refrigerator to be located in Room 104.

3.7.9. The Contractor shall install two (2) porcelain floor mounted commodes in the B1344 bathrooms. Note: Two (2) of the commodes shall be ADA compliant (See attached Plumbing drawing for commode locations).

3.7.10. The Contractor shall install one (1) porcelain wall mounted urinal in the Men’s Room. Note: This urinal shall be ADA compliant (See attached Plumbing drawing for urinal location).

3.7.11. The Contractor shall install one (1) 3’0” x 3’0” shower with ceramic tile, molded stone, and surrounded by gypsum board. Shower shall also contain a nickel plated shower head & controls, floor drain, a metal shower curtain rod, and a shower curtain.

3.7.12. The Contractor shall install one (1) 40-gallon electric water heater in the shower room (See attached Plumbing drawing for water heater location).

3.7.13. The Contractor shall install one (1) 6-gallon electric water heater in the Room 104 left lower wood cabinet (See attached Plumbing drawing for water heater location).

3.7.14. The Contractor shall install one (1) drinking fountain near the west entry door to Room 104.

3.7.15. The Contractor shall cut a 12” wide trench approximately 80 feet in length and 30-36” in depth to accommodate a 1” copper water line and a 4” PVC drain line running from the B1344 water/drain source to the B1344, Room 104 kitchen sink, drinking fountain, and 6-gallon water heater.

3.7.16. The Contractor shall modify the plumbing according to convert the former wall mounted commodes to floor mounted commodes plus convert the

Page | 9 former commode to a shower inside the new shower room. All sink and urinal locations shall remain the same as previous.

3.8. Electrical & Lighting

3.8.1. The Contractor shall install a total of fifty-three (53) 2’ x 4’ 3-lamp T5 energy efficient fluorescent light fixtures throughout B1344 and the B1344 Rest Room Annex. Three (3) of the 2’ x 4’ florescent light fixtures shall be cut into the hard ceilings located in the B1344 bathrooms and shower room. (See attached Lighting Drawing for correct placement of fluorescent light fixtures).

3.8.2. The Contractor shall install a total of six (6) wall mounted single sided exit lights with battery back-ups over each of the six (6) exterior metal fire rated doors. (See attached Lighting Drawing for correct placement of exit light fixtures).

3.8.3. The Contractor shall install a total of five (5) 1’ x 4’ emergency light fixtures with battery back-ups in Rooms 101, 102, 103, 104, 105/106.

(See attached Lighting Installation Drawing for correct placement of emergency light fixtures).

3.8.4. The Contractor shall install a total of ten (10) 100 Watt, 120V, 2.8A, 60 Hz metal halide exterior light fixtures along the perimeter of B1344. Each exterior door shall have one (1) exterior metal halide light fixture mounted above it (See attached Lighting Installation Drawing for correct placement of exterior light fixtures).

3.8.5. The Contractor shall install a total of eighty (80) 110V, 20 Amp duplex receptacles in select locations within B1344 and the B1344 Rest Room Annex. Relocate two (2) dedicated duplex 110V, 20 Amp receptacles (GFCI) 4’0” above the floor and in between the cabinets located on the north side of Room 104. Install one (1) dedicated 110V, 20A receptacle inside upper small cabinet for microwave. Install one (1) dedicated 110V, 20A receptacle inside the cabinet underneath the kitchen sink for the garbage disposal on the north side of Room 104. Install one (1) dedicated 100V, 20A receptacle to the right of the Room 104 cabinetry for a refrigerator. Each of the three (3) 110V, 20A receptacles to be placed in the B1344 bathrooms/shower room are to be GCFI rated. Install an additional five (5) 110V duplex receptacles in Room 101, and additional five (5) 110V receptacles in Room 102, an additional three (3) 110V receptacles in Room 105, and an additional four (4) 110V receptacles in Room 106. (See attached Electrical Power Plan Drawing for the correct placement of all receptacles).

3.8.6. The Contractor shall install a total of two (2) quad receptacles in Room 104.

3.8.7. The Contractor shall install a total of ten (10) additional 20 amp circuits throughout B1344 to accommodate the additional twenty-one (21) duplex receptacles.

3.8.8. The Contractor shall install a total of seventeen (17) new light switches throughout B1344 and the B1344 Rest Room Annex (See attached

Page | 10

Electrical Power Plan Drawing for the correct placement of all light switches).

3.8.9. The Contractor shall install panel E1 rated at 120/208V, 225 Amp, 3-phase, 60 Hz, 42 Breaker service in Room 106 (See attached Electrical Power Plan Drawing for the correct location of all electrical panels).

3.8.10. The Contractor shall install panel E2 rated at 120/208V, 100 Amp, 3-phase, 60 Hz, 30 Breaker service in Room 106. Note: Panel E2 shall be located to the right of panel E1 (See attached Electrical Power Plan Drawing for the correct location of all electrical panels).

3.8.11. The Contractor shall install panel E3 rated at 120/208V, 100 Amp, 3-phase, 60 Hz, 24 Breaker service located in the Ladies Room (See attached Electrical Power Plan Drawing for the correct location of all electrical panels).

3.8.12. The Contractor shall install one (1) new electric 400A disconnect at the exterior of Room 106 (See attached Electrical Power Plan Drawing for the correct location of all external electric panels).

3.8.13. The Contractor shall install one (1) new electric submeter box and electric meter at the exterior of Room 106 (See attached Electrical Power Plan Drawing for the correct location of all external electric panels).

3.8.14. The Contractor shall install one (1) new electric industrial wall mounted vent/exhaust hood at the west interior wall of Room 106 (See attached Electrical Power Plan Drawing for the correct location of the vent/exhaust fan).

3.9. Fire Suppression System

3.9.1. The Contractor shall install a total of four (4) white audible strobe lights within B1344. Rooms 102, 103, 104, and 105/106 shall all receive audible strobe lights (See attached Fire Suppression Drawing for the correct location of all Fire Suppression equipment).

3.9.2. The Contractor shall install a total of four (4) white non-audible strobe lights within B1344. Rooms 101, 103, 104, and 105/106 shall receive non-audible strobe lights (See attached Fire Suppression Drawing for the correct location of all Fire Suppression equipment).

3.9.3. The Contractor shall install a total of six (6) addressable smoke detectors within B1344. Rooms 101, 102, 103, 104, 105, and 106 shall all receive one (1) addressable smoke detector. All smoke detectors shall be labeled (See attached Fire Suppression Drawing for the correct location of all Fire Suppression equipment).

3.9.4. The Contractor shall install a total of six (6) manual fire pull station near each exit door. Rooms 101, 102, 103 (2), 104, and 106 shall all receive new manual fire pull stations. All pull stations installed shall be labeled (See attached Fire Suppression Drawing for the correct location of all Fire Suppression equipment).

Page | 11

3.9.5. The Contractor shall install one (1) new addressable Monaco Map Plus Fire Panel in Room 106. This new fire panel shall be located to the left of electric panel E1.

3.10. Communications

3.10.1. The Contractor shall install a total of sixteen (16) Voice/Data Jacks throughout B1344. The select rooms are 101, 102, 103, 104, and 105/106. This will increase the number of combination Voice/Data Jacks from 8 to 16 (See attached COMM Drawing for exact locations).

3.10.2. All COMM equipment shall be located in Room 106. Install a GFE 24”W x 24”H x 24”D Metal COMM cabinet on the north wall of Room 106.

3.10.2.1. All wall mount communications racks and cabinets shall have ¾ inches fire retardant plywood backboard securely fastened to wall. The plywood will be painted with two coats of fire retardant paint to match the décor of the environment where applicable.

3.10.2.2. All telecommunications equipment/cabinets/racks install under this reject shall have a number 6 ground wire or larger connected with a direct homerun from the equipment to the building single point ground.

3.10.2.3. The Government will furnish and install a 24 port 10/100/1000 stackable POE Ethernet switches with Gigabit fiber uplink in the new communications room. Category 6 patch cables shall be furnished to connect all equipment ports to patch panels.

3.10.2.4. The Government will furnish and install Rack Mounted Uninterruptable Power Supply (UPS) devices in the new communications room. UPS shall be sized to support the total power requirements of the network switches installed.

3.10.3. Electrical Work Requirement.

3.10.3.1. Wall penetrations will be drilled with sleeve for conduit.

3.10.3.2. Ensure that electrical power is provided to network enclosure, which will have an uninterruptible power supply.

3.10.3.3. Power shall be a dedicated circuit from the existing power panel in the same room as the network enclosure to be installed.

3.10.3.4. All electrical wiring shall be in EMT. EMT shall be at least 1” in diameter.

3.10.4. Install all new CAT 6 wiring throughout B1344.

3.10.4.1. The Contractor shall provide all incidentals necessary to install premise-wiring drops in the area as identified in the floor plans.

The walls can be fished during cable installment. The wall plate housings shall be white in color, one-piece, single-gang flush mount style that fits standard NEMA openings or four-square boxes with reducer. It should provide 1-, 2-, 3-, or 4-ports. This project will perform an installation and testing of

Page | 12 copper drops at the identified locations in the facility. The contractor will provide a verifiable written or electronic test result for each installed voice/data line.

3.10.4.2. The Contractor shall install, terminate, and test duplex CAT 6 PLENUM data/voice drops at the locations marked on the floor plans. All current CAT 5 cables will be removed and new CAT 6 PLENUM cables installed. The network data wall port should be orange in color and terminated at the patch panel in the network equipment rack for data. Each line should be labeled at the patch panel and wall plate. Should the existing patch panel be full the contractor will purchase and install an additional patch panel of the same or similar Manufacturer as the existing. Jacks at the user port will be Leviton CAT 6 and orange in color.

3.10.4.3. Each voice wall port will be white in color and be terminated on A110 block nearest the feeder D-mark in communications room. Both ends of each cable will be labeled. Should the existing 110 block be full the contractor will purchase and install an additional 110 block panel of the same or similar manufacturer. Jacks at the user port will be Leviton CAT 6 and white in color.

3.10.4.4. Purchase and install patch cords for network connectivity from the patch panel to the network switch and be of sufficient length to allow for proper wire management, and from the outlets to the user workstations (no less than 14 feet).

Government personnel will connect the patch cords to government furnished equipment on both ends (network switch and user computer). Patch cable colors will follow existing color scheme or the proposed color will be pre -approved by government personnel.

3.10.4.5. Provided outlet and patch panel labeling must show the number serving the outlet and the outlet circuit number.

3.10.4.6. Outlet labeling must be done in accordance with TIA/EIA-606.

Each outlet location must be labeled with a unique designator and level of classification, in sequence starting with “A” or “1” and proceeding clockwise around the room.

3.10.4.7. Mark all comm. Cables at both ends with labels to identify room and outlet number.

3.10.4.8. All terminations will originate in the nearest COMM room in patch panels and A110 block. All fiber optic distribution cable must be terminated in cabinet/rack-mounted patch panels and at the outlet. The default choice for fiber optic adapters and connectors must be TIA/EIA “SC” type (568SC) or TIA/EIA

604-3A “SC”.

3.10.4.9. Cable tray will be required for all new COMM projects to be located above the false ceiling.

Page | 13

3.10.4.10. Provide wire management to ensure a neat and orderly installation. In addition, the drops shall be routed through the modular furniture, walls, and the data poles to ensure the cables are protected and aesthetically pleasing.

3.10.4.11. Redline Drawings. The Contractor shall provide updated floor plan, cabling path and rack elevation drawings.

3.10.5. The Contractor shall install a 12 strand single mode outside plant (OSP) fiber optic distribution panel (FODP) in the Air Force communications rack in Room 1011 of Building 1251 to the FODP in the newly installed communications cabinet in Room 106 of Building 1344. This will include any necessary new conduit (when existing conduit is full) and will utilize the existing communications path.

3.10.6. Fiber Optic Tests. All strands of all fiber optic cables shall be tested in accordance with TIA 526-7-(2002) Measurement of Optical Power Loss of Installed Single-mode Fiber Cable Plant, or equivalent. As a minimum, the following tests shall be performed. Both Optical Time Domain Reflectometer (OTDR) and Optical Power Meter tests will be used for all end-to-end circuits. For incomplete circuits that end in manholes, only OTDR testing is required.

3.10.6.1. Splices. All splices shall be tested for cable faults and splicing errors as they are completed. All cable faults and/or splicing errors detected shall be corrected after the completion of each splice point test and prior to sealing the closure. Then contractor's QCM and the designated government representative shall inspect all splices prior to sealing the closure. If, for any reason, moisture contaminates a splice, all modules and/or connectors shall be replaced and the entire splice retested.

3.10.6.2. End to end attenuation tests shall be conducted on all fiber optic cable strands. Tests shall be accomplished to ensure the installed cable is within the specified parameters.

3.10.6.3. The communications equipment shall also be protected from dust, dirt, and construction debris during the demolition and construction phases of the renovation project.

3.10.7. The communication requirements for new building construction and building renovation projects are as follows:

3.10.7.1. All terminations will originate in the nearest COMM room in patch panels.

3.10.7.2. Cable tray will be required for all new COMM projects to be located above the drop ceiling

3.10.7.3. All dedicated COMM rooms shall require environmental temperature control.

3.10.7.4. All dedicated COMM rooms shall require controlled access capability.

Page | 14

3.10.7.5. A final COMM punch down is required by the Construction Contractor.

3.10.8. Acceptance Criteria. The Contractor shall test all installed cable and provide tests results to the government on a CD ROM. Acceptance of the installation will be dependent upon all installed cable testing at levels determined acceptable by the contractor submitted and Government approved test plan.

3.10.9. The Contractor shall perform testing and inspections of the outside cable plant to ensure the technical adequacy and accuracy of all work.

The cable plant and infrastructure shall be inspected and tested.

3.10.10. The Contractor shall furnish all test equipment and personnel required to conduct all required testing.

3.10.11. The Contractor shall document all test results in a “Test Report(s)” and submit them to the Government. The Test Report(s) shall be provided to the Government no later than 10 days after test(s) have been completed.

3.10.12. During the testing phase, the Government reserves the right to perform any of the contractor performed inspections and tests to assure solutions conform to prescribed requirements.

3.10.13. Fiber Optic Tests. All strands of all fiber optic cables shall be tested. As a minimum, OTDR and end to end attenuation tests will be conducted on all installed fiber optic cable strands.

3.10.14. Documents. The following documents set forth the minimum standards expected for the contractor during this project.

NUMBER TITLE WEBSITE OR

LOCATION

BICSI TDM Manual Building Industries Consulting Services International (BICSI) Telecommunications Distribution Methods (TDM) Manual http://www.bicsi.org/

NFPA 70 (2008) National Fire Protection Association (NFPA), National Electric Code (NEC) http://www.nfpa.org/

29 CFR 1910.268 Occupational Safety and Health Standards, Telecommunications http://www.osha.gov

ANSI American National Standards Institute (ANSI) and Internet Standards Resources http://www.ansi.org/

EIA/TIA Engineering: EIA/TIA Standards See Commodity Specific Appendices and Individual Task Orders http://www.eia.org/ http://www.tiaonline.org/

TIA/EIA-526-7 (Feb 2002)

Measurement of Optical Power Loss of Installed Single-Mode Fiber Cable Plant

– OFSTP-7

http://www.eia.org/ http://www.tiaonline.org/ http://www.bicsi.org/ http://www.nfpa.org/ http://www.osha.gov/ http://www.ansi.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/

Page | 15

TIA/EIA-526-14

(Aug 1998)

Optical Power Loss Measurement of Installed Multimode Fiber Cable Plant – OFSTP-14 http://www.eia.org/ http://www.tiaonline.org/

ANSI/TIA-568-C.0

(Feb2009)

Generic Telecommunications Cabling for Customer Premises http://www.eia.org/ http://www.tiaonline.org/

TIA/EIA-568-B.2-10

(Mar 2008)

Transmission Performance Specifications for 4-Pair 100 Ohm Augmented Category 6 Cabling http://www.eia.org/ http://www.tiaonline.org/

ANSI/TIA-568-C.3

(Jun 2008)

Optical Cabling Components Standard http://www.eia.org/ http://www.tiaonline.org/

ASTM D4566 (2008) Standard Test Methods for Electrical Performance Properties of Insulations and Jackets for Telecommunications Wire and Cable http://webstore.ansi.org/

TIA/EIA-569-B (Oct 2004)

Commercial Building Standards for Telecommunications Pathways and Spaces http://www.eia.org/ http://www.tiaonline.org/

TIA/EIA-606-A

(May 2002)

Administration Standard for the Telecommunications Infrastructure of Commercial Buildings http://www.eia.org/ http://www.tiaonline.org/

J-STD-607-A (Oct 2002)

Commercial Building Grounding and Bonding Requirements for Telecommunications http://www.eia.org/ http://www.tiaonline.org/

TIA/EIA-758-A

(Aug 2004)

Customer-Owned Outside Plant Telecommunications Infrastructure Standard http://www.eia.org/ http://www.tiaonline.org/

EIA-310-D (Sep 1992)

Racks, Panels and Associated Equipment http://www.eia.org/ http://www.tiaonline.org/

ICEA S-80-576

(2002)

Category 1 & 2 Individually Unshielded Twisted Pair Indoor Cables for Use in Communications Wiring Systems http://www.icea.net/Public_ Pages/Documents/Communi cations_Cable_Standards.ht ml --http://store.ihs.com/

ICEA S-83-596

(2001)

Fiber Optic Premises Distribution Cable http://www.icea.net/Public_ Pages/Documents/Communi cations_Cable_Standards.ht ml --http://store.ihs.com/

NEMA TC 2 (2003) Electrical Polyvinyl Chloride (PVC) Tubing and Conduit http://www.nema.org/stds/t c2.cfm

NEMA TC 6&8

(2003)

PVC Plastic Utilities Duct for Underground Installations http://www.nema.org/stds/t c6_8.cfm

NEMA TC 9 (2004) Fittings for PVC Plastic Utilities Duct for Underground Installation http://www.nema.org/stds/t c9.cfm http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://webstore.ansi.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.eia.org/ http://www.tiaonline.org/ http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://store.ihs.com/ http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://www.icea.net/Public_Pages/Documents/Communications_Cable_Standards.html http://store.ihs.com/ http://www.nema.org/stds/tc2.cfm http://www.nema.org/stds/tc2.cfm http://www.nema.org/stds/tc6_8.cfm http://www.nema.org/stds/tc6_8.cfm http://www.nema.org/stds/tc9.cfm http://www.nema.org/stds/tc9.cfm

Page | 16

3.11. Standing Seam Roofing System

3.11.1. The Contractor shall install a 53.4 Square gable roof system with 5:12 pitch standing seam 24-gauge metal. The standing seam roofing system shall be rated at 20 oz., 150 lb. /per square.

3.11.2. The Contractor shall install a total of 5,340 SF of 6” thick R19 insulation underneath the standing seam roofing system.

3.11.3. The Contractor shall install a total of 5,340 SF of wire mesh underneath the 6” thick R19 roofing insulation.

3.12. Exterior Aluminum Siding

3.12.1. The Contractor shall install a total of 4,160 SF of 0.032” thick aluminum siding around the perimeter of B1344 and the B1344 Rest Room Annex.

The aluminum siding shall be painting the matching beige color used here at NAS JRB Fort Worth, TX for metal exteriors.

3.12.2. The Contractor shall install all new metal gutters and downspouts. The gutters and downspouts shall be painted the matching bronze color used here at NAS JRB Fort Worth, TX for metal exterior trim.

4. PROJECT MANAGEMENT AND ADMINISTRATION

4.1. The CO will approve an area outside Building 1344 that will be made available for the contractor’s temporary storage facility for materials, tools, etc.

4.2. The Contractor shall visibly mark the exterior of Building 1344 in order to prevent unauthorized personnel entry, and control for impacts from dust, noise, and debris.

4.3. All Work under this Contract shall include the furnishing of all materials, labor, tools, equipment, and services necessary and incidental thereto.

4.4. All approvals and coordination for this SOW shall be handled by the Contracting Officer (CO).

4.5. Building 1344 must meet building code requirements for mass notification, smoke detectors, programmable thermostats, air balance, isolators, and exhaust fans located in each bathroom and the storage room.

4.6 Identification of Employees - The Prime Contractor shall ensure that all personnel employed on the construction project are identified as contractor personnel. Prime and subcontractor personnel shall wear identifying markings approved by the CO. (i.e. hard hats or clothing clearly identifying the Company for whom the employee works).

4.7. Employee Parking - Construction Contractor employees shall park privately owned vehicles in an area designated by the CO. Construction Contractor parking will be made available as close to the Work Site as possible;

Page | 17 however, shall not interfere with existing and established parking requirements of government employees.

4.8. Job Site Tools and Equipment - All hand tools and equipment shall be maintained in good working order and properly stored when not in use.

Construction attire shall be in accordance with applicable OSHA regulations.

4.9. Sanitation – Government toilet facilities will not be available of Construction Contractor personnel. The Construction Contractor shall provide and maintain within the construction area minimum field type sanitary facilities approved by the CO. The portable sanitary facilities shall be securely attached to the ground to prevent blowing over.

4.10. CLEANUP/GENERATED REFUSE

4.10.1. At the end of each Working day, the Prime Contractor shall ensure the work site is cleaned up. All construction debris, waste materials, packaging material, and the like shall be disposed of in a contractor provided covered dumpster. Location of the dumpster shall be at the direction of the CO. Cleanup of the work site shall include the construction area(s), material storage area (s), parking and eating area(s), and any other area(s) affected by the construction process. Any dirt or mud which is tracked on to any Base street, parking area, sidewalk, patio, or driveway shall be cleaned away daily.

4.10.2. The Construction Contractor shall take positive action to prevent work generated refuse from entering the sewer system. The project waste dumpster site shall be kept clean with the container removed regularly to prevent overflow. The prime contractor shall be held responsible for ensuring that the subcontractor responsible for removing the dumpster maintains control of the contents, not allowing any spillage while on NAS JRB property.

4.11. Occupational Safety - The Construction Contractor shall be subject to No Notice Inspections under Occupational Safety and Health Act (OSHA) Program by Inspectors of the Department of Labor.

5. SEVERE WEATHER

5.1. Upon receipt by the CO of a severe weather warning with anticipated winds of 35 knots or higher, the following sequence of actions shall be carried out:

5.1.1. The CO will notify the Prime Construction Contractor of the severe weather warning.

5.1.2. The Contractor shall take immediate action to tie down, remove, protect, and/or secure construction materials and equipment to the satisfaction of the CO in order to reasonably assure that Government property will not be damaged.

Page | 18

5.1.3. If the Construction Contractor fails or refuses to secure materials and equipment to the satisfaction of the CO Inspector, the Work will be accomplished by CO personnel and the cost thereof charged to the Contractor.

6. MATERIALS

6.1. The Construction Contractor furnished materials shall include all associated equipment and appurtenances required for performing the Work and in accordance with the equipment manufacturer's literature. Material shall be as specified in the approved Design and subject to approval by the CO.

6.2. Material not definitely specified shall be of quality used for the purpose in Commercial practice. Items not specified but required for the proper installation or repair of a specified item or work shall be provided. Items shall be of the proper type, size, and material for the use intended.

6.3. All construction materials utilized shall remain in the Standard English measuring system which shall be considered in the Contractor’s Price Proposal.

7. EXPLOSIVE OPERATED HANDTOOLS

7.1. The Construction Contractor shall comply with OSHA Standard 1910.243(d) when utilizing explosive operated hand tools. Storage of explosive cartridges on the Installation shall be in metal containers and limited to one (1) days' supply. The Construction Contractor shall provide adequate controls to prevent loss/theft of cartridges used and stored on the Installation.

7.2. The Construction Contractor shall comply with AFMAN 91-201, NAVSEA OP

5, and NASFTWJRBINST 8000.3J when storing explosive cartridges for power tools. The Construction Contractor shall notify the 301st Fighter Wing Weapons Safety Manager, the Navy Explosives Safety Officer, and the Navy Fire Department of the location of the stored explosive cartridges and the exact type of each explosive cartridge

8. INTERRUPTION OF UTILITY SERVICES

8.1. When possible make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the Paragraph ‘Work Outside Regular Hours.’

8.2. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

8.3. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and gas shall be considered utility cutovers pursuant to the Paragraph entitled ‘Work Outside Regular Hours.

Page | 19

8.4. Operation of Station Utilities: The Construction Contractor shall not operate nor disturb the setting of control devices in the Station Utilities System, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the Work. The Construction Contractor shall notify the CO giving reasonable advance notice when such operation is required.

9. PRE-OUTAGE COORDINATION MEETING

9.1. Contractors are required to apply to the CO for utility outages at least ten (10) working days in advance.

9.2. The request should include, at a minimum, the location of the outage, utilities being affected, duration of outage and any necessary sketches.

9.3. No work will be performed on energized electrical circuits unless proof is provided that no other means exist.

10. WASTE MANAGEMENT

10.1. The Prime Contractor shall provide a list of specific waste materials that will be salvaged for resale, or recycled.

10.2. A waste tracker shall be submitted to the CO at least once monthly documenting all waste products removed from the project site and all material taken for recycling/reuse.

11. EXISTING WORK

11.1. The Construction Contractor shall protect existing work which is to remain in place, be reused, or remain the property of the Government.

11.2. Facilities: The Construction Contractor shall protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities.

11.3. Dust and Debris Control: The Construction Contractor shall prevent the spread of dust and debris to occupied portions of the Building and avoid the creation of a nuisance or hazard in the surrounding area. Waste and debris resulting from the work being performed shall be cleaned up daily and promptly removed from the activity.

12. WORKMANSHIP

12.1. Workmanship: Skilled personnel shall execute in a careful, neat, and proficient manner, and in compliance with accepted trade practices and prevailing industry standards. All work, including design, shall be executed in accordance with Unified Facilities Guide Specifications (UFGS), Uniform Mechanical Code (UMC), Uniform Plumbing Code (UPC), International

Page | 20

Building Code (IBC), National Electrical Code NFPA 70, Life Safety Code NFPA 101, The National Pollutant Discharge Elimination System 40 CFR 122, OSHA standards, and specifically, 29 CFR 1910 and 29 CFR 1926. All work on this Contract shall comply with all Local, State, and Federal Environmental Laws.

13. DEFINITIONS

13.1. As used herein, replace means provide new materials to replace existing or missing materials.

13.2. As used herein, install means provide and install new materials per approved design and specifications.

13.3. Minor Materials and Work: Minor materials and work not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the Government.

13.4. Unforeseen Major Repairs: Should deteriorated materials of a major nature be uncovered in the course of the Work, it shall be brought to the attention of the CO. Repairs shall be made as directed in writing, and an adjustment will be made in the Contract Price in accordance with the terms of a Contract Modification.

13.5. Existing Work: Where existing work is changed or removed, or where new work adjoins, connects to, or abuts existing work, the existing work shall be altered as necessary and connected in a substantial and workmanlike manner.

13.6. All new work shall match, as nearly as practicable, existing, adjoining, and/or adjacent similar work.

13.7. Operations affecting existing work shall be conducted with care to prevent damage to work in place, and all existing work damaged by such operations shall be rectified or replaced without additional expense to the Government.

14. CRITERIA AND STANDARDS

14.1. The Construction Contractor shall prepare Final Design Material in accordance with criteria and applicable publications, standards, instructions, and manuals listed below, or publications standards, instructions, and manuals previously furnished to the Construction Contractor, hereby made a part of this SOW, and supplemental detailed instructions which shall be issued by the CO during the progress of the Work (this is only a partial list and should not be construed as limiting the Standards which may apply to this Project).

14.2. The Design shall include the use of recovered materials and achievement of waste reduction and energy efficiency in Facility designs in any Projects or Services such as writing specifications, selecting materials, or preparing drawings. Recovered materials should only be used or specified where economically feasible. Some acceptable recoverable materials would include carpet made from recovered materials, blanket insulation, board insulation, Page | 21 building insulation, cellulose fiber loose fill, hydraulic mulch, laminated paperboard, loose fill insulation, mineral fiber insulation, paper, paper products, and post-consumer materials. Recovered material means waste materials and byproducts that have been recovered or diverted from solid waste.

14.3. Energy efficiency would include efficient designs and layout, insulation, use of energy efficient equipment, energy efficient…