FA6675-15-R-0008_B3341_SOW_REV_2_20150828.pdf

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NAVAL AIR STATION FORT WORTH, TX

JOINT RESERVE BASE

April 20, 2015

Revision #: 2 Revision Date: 28 Aug 2015

STATEMENT OF WORK

Requirement: Construction Services to Renovate the Exterior of B3341 plus Upgrade the HVAC, Electrical, and Lighting at Naval Air Station Fort Worth Joint Reserve Base.

Project # DDPM 15 0012

1. GENERAL

1.1. Renovation of B3341 (3,300 Square Feet (SF)) for standing seam roofing system replacement, exterior metal sheeting replacement, exterior lighting, exterior doors & windows, insulation, entrance canopy replacement, electrical power upgrade, and HVAC upgrade.

2. DEMOLITION PHASE

2.1. HVAC DEMOLITION

2.1.1. DEMO two (2) 1-Ton Freezer Condenser Units on East End of B3341

2.1.2. DEMO two (2) Ceiling Mounted Fans in B3341 Storage Bay

2.1.3. DEMO one (1) 12” Vent Fan located in the Mechanical Room

(See Demolition Plan 1 for exact locations)

2.2. EXTERIOR METAL SIDING & DOOR DEMOLITION

2.2.1. DEMO three (3) 3’0” x 7’0” exterior metal doors & door frames

2.2.2. DEMO 30 LF Full Perimeter Seal surrounding 10’0” Wide x 10’0” High manual coiled roll-up door at the new 1,500 SF section of B3341

2.2.3. DEMO 1,633 SF of Exterior Metal Siding surrounding the perimeter of the old section of B3341

2.2.4. DEMO 1,800 SF of Exterior Metal Framing surrounding the perimeter of the old section of B3341

2.2.5. DEMO eight (8) 2’9” x 4’0” Exterior Aluminum Framed Glass Windows

2.2.6. DEMO one (1) 4’0” x 6’0” Exterior Aluminum Framed Glass Window

2.2.7. DEMO all metal gutters and downspouts

PROJECT DDPM 150012 – RENOVATE EXTERIOR OF BUILDING 3341

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2.2.8. DEMO two (2) 22” x 24” Vents on north and south ends of building

2.2.9. DEMO one (1) 9’6”W x 8’0”H x 9’0”D Metal Entrance Canopy

2.2.10. DEMO 1,633 SF of 6” thick Fiberglass Insulation located in Exterior Walls of the old section of B3341

2.2.11. ABATE 1,620 LF of Caulking containing 15% Chrysotile (Asbestos) currently located between the Exterior Metal Wall Panels

(See Demolition Plans 1 & 2 for exact locations)

2.3. LIGHTING & ELECTRICAL DEMOLITION

2.3.1. DEMO three (3) Externally Mounted Flood Light Fixtures

2.3.2. DEMO two (2) 110V Duplex Electrical Receptacles

2.3.3. DEMO one (1) 120/208V, 100A, 3-phase, 60 Hz, 30-Breaker Electrical Panel located in the Mechanical Room (Panel “A”)

2.3.4. DEMO two (2) external roof mounted weather head poles and all wiring located on the roof of B3341

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

2.3.6. DEMO one (1) Main 200A Disconnect

2.3.7. DEMO one (1) 100A Disconnect for Condenser Unit (Old Section)

2.3.8. DEMO one (1) 60A Disconnect for Condenser Unit (Old Section)

2.3.9. DEMO thirty-four (34) LF of Conduit located on the south exterior

2.3.10. DEMO 25 LF of underground 2” diameter service line running from the current 150 kVA Transformer to the Main 200A Disconnect

2.4. STANDING SEAM ROOFING SYSTEM

2.4.1. DEMO 1,815 SF of Metal Standing Seam Roofing

2.4.2. DEMO 1,815 SF of Roofing Insulation

2.4.3. DEMO 1,815 SF of Roofing Insulation Support Mesh Wire

2.4.4. DEMO 50 LF of Metal Gutter and two (2) downspouts on the east end of the old section of B3341.

(See Demolition Plan 2 for more detail)

2.5. COMMUNICATIONS TEMPORARY REMOVAL

2.5.1. Remove three (3) Wireless Nodes located on the south end of the building

2.5.2. Remove one (1) COMM Entry Box located on the south end of the building

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Note: All Communications equipment shall be reinstalled after construction phase is completed by the Contractor.

2.6. CONCRETE DEMOLITION

2.6.1. DEMO one (1) 7’0” x 12’0” (3 CY) section of 4” Concrete located at the front entrance to B3341 (See Demolition Plan 2 Drawing for exact location).

Note: The old section of B3341 was constructed in 1976; therefore, some asbestos exists in the caulking used to hold together the exterior metal wall panels. Roughly 1,620 LF of asbestos abatement will be required in this project.

3. CONSTRUCTION PHASE

3.1. HVAC System

3.1.1. The HVAC requirements for the Storage Area (new section) shall be at least equivalent to the Main Building (old section). It is advised to have a minimum of 8.5 tons of air conditioning for the B3341 Storage Area and two (2) one (1) ton air conditioning units for the B3341 freezer units. The HVAC System selected for the Storage Area 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 one (1) 8.5 ton heat pump outdoor commercial split system unit to serve the storage area section of the building. The heat pump unit shall have a total cooling capacity of 102,000 BTU/h and a high input/output heating capacity of 210,000/168,000 BTU/h. The power requirements shall be rated at 208/230V, 40 Amp, 3-Phase, 60 Hz. The B3341 freezer units shall require one (1) ton condenser units (See attached HVAC System drawing for exact locations).

3.1.3. The Contractor shall install one (1) compatible 3,200 CFM air handling unit located above the 10’0” high walls near the roof deck. This air handling unit shall have a total cooling capacity of 102,000 BTU/h. The air handling unit 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 12” diameter sheet metal hard ductwork where needed (See HVAC System drawing for exact location).

3.1.5. The Contractor shall install approximately 70 LF of 12” diameter flexible air duct above the 10’0” high metal walls (See attached HVAC System drawing for exact locations).

3.1.6. The Contractor shall install four (4) 24” diameter round HVAC diffusers in the B3341 Storage Area (See attached HVAC System drawing for exact locations).

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3.1.7. The Contractor shall install one (1) new 12” diameter vent fan on the south wall of the Mechanical Room (See New Construction Plan 1).

3.1.8. The Contractor shall install one (1) stand-alone programmable thermostat inside the old section of the building and to the right of the double doors (See attached HVAC System drawing for exact location).

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 construct a 5’0”W x 9’0”L x 4” thick concrete pad to elevate and support the 8.5-Ton condenser unit. The concrete pad is to have a compressive strength of 4,000 psi and reinforced with No. 4 Rebar

@ 12” CTRS.

3.2. Structural

3.2.1. The Contractor shall install new NLB, 20 gauge, 16” O.C., 6” wide metal studs around the 180 LF perimeter of the old section of B3341. These metal studs shall extend 10’0” in height (See attached New Construction Plan 2 drawing for exact locations).

3.2.2. The Contractor shall install a total of 1,633 SF of 6-1/4”” thick R21 fiberglass inside each of the newly constructed exterior perimeter metal walls that surrounds the old section of B3341 (See attached New Construction Plan 2 drawing for exact locations).

3.2.3. The Contractor shall install three (3) 3’0” x 7’0”, 18 gauge, 90 minute metal fire doors and door frames to the exterior of the old 1,800 SF section of B3341. The east doors leading to the storage area shall be a set of metal double doors within a single 6’4” wide by 7’0” high metal frame. Both doors shall each contain 2’0” wide by 2’6” high windows.

The third door shall be located on the south end of the old section of B3341. This door shall be a solid metal fire rated door that leads to the B3341 Mechanical Room. All newly installed metal exterior doors shall contain thresholds and sweeps to keep the elements out of the buildings (See attached New Construction Plan 1 drawing for exact exterior door locations).

3.2.4. The Contractor shall install one (1) ADA lever action lock set with an empty socket on the exterior handle to accommodate a Stanley BEST 7-pin small format interchangeable core. This ADA lever action lock set shall be installed on the double door set leading to the B3341 Storage Area.

3.2.5. The Contractor shall install one (1) standard cylindrical lock set with an empty socket on the exterior handle to accommodate a Stanley BEST 7-pin small format interchangeable core. This standard lock set shall be installed on the solid metal Mechanical Room door.

Note: The Navy Public Works Locksmith will install all lock cores and cut all keys for B3341 after the Construction Phase is complete.

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3.2.6. The Contractor shall install a total of eight (8) 2’9” x 4’0” aluminum framed glass storm windows to replace the windows removed during the Demolition Phase. The five (5) 2’9” x 4’0” windows located on the north, west, and south sides of B3341 shall receive sunscreens (See attached New Construction Plan 1 drawing for exact window locations).

3.2.7. The Contractor shall install one (1) 4’0” x 6’0” aluminum framed glass storm window on the west end of B3341 to replace the window removed during the Demolition Phase. This 4’0” x 6’0” window shall also receive a sunscreen (See attached New Construction Plan 1 drawing for exact window location).

Note: All window frames shall be painted in the matching bronze color used on the windows currently located in the new section of B3341.

3.2.8. The Contractor shall construct two (2) 2’0” x 3’0” x 12” Deep and two (2) 3’0” x 3’0” x 12” Deep concrete footers to be used to anchor the new entrance canopy. The Contractor shall also construct a 66 SF concrete pad measuring 4” in thickness in front of the main entrance. The entire concrete entry pad shall measure 8’0” W x 12’0” L (96 SF). The concrete pad and footers shall be rated at 3,000 psi with No. 4 rebar (See attached Concrete Layout drawing for more information).

3.2.9. The Contractor shall construct one (1) 11’0” W x 9’0” D x 9’5” H entrance canopy at the main entrance to B3341. This entrance canopy shall be constructed out of four (4) quad 4” diameter metal columns in the front of the canopy and in the back near the entrance doors. All columns shall be attached to the concrete footers with 8” anchor bolts. Construct the roof out of metal rafters and purlins with 24-gauge sheeting on top. Entrance canopy roof shall be a 5:12 slope. Install two (2) metal side panels measuring 9’0” in length and 7’0” in height. The framework and top sheeting of the entrance canopy shall be painted in bronze to match other entrance canopies located at NAS JRB Fort Worth, TX. The side panels to the entrance canopy shall be painted a light stone color to match the exterior of the existing building (See attached Entrance Canopy drawing for additional details).

3.3. Electrical & Lighting

3.3.1. The Contractor shall install a total of eight (8) 100 Watt, 120V, 2.8A, 60 Hz metal halide exterior light fixtures along the perimeter of B3341 (See attached New Construction Plan 1 for correct locations of new exterior light fixtures).

3.3.2. The Contractor shall install a total of two (2) 110V, 20 Amp GFCI duplex receptacles on the exterior of B3341.

3.3.3. The Contractor shall install panel “A” rated at 120/208V, 225 Amp, 3-phase, 60 Hz, 42 Breaker service in the Mechanical Room (See attached New Construction Plan 1 for the correct location of this electrical panel).

3.3.4. The Contractor shall install one (1) new electric 400A disconnect at the south end of the old section of B3341 (See attached New Construction Plan 1 for the correct location of this disconnect).

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3.3.5. The Contractor shall dig a 12” wide by 24” deep trench between the existing 150 kVA transformer and the wall mounted 400A disconnect.

The trench length is 21 LF. Note: Dig permits shall be obtained through the Contracting Officer Representative (COR).

3.3.6. The Contractor shall install a 3” diameter conduit between the existing 150 kVA transformer and the new 400A disconnect. Fill in Trench and compact soil after conduit installation. Run required wiring from the existing 150 kVA transformer to the new 400A disconnect panel.

3.3.7. The Contractor shall run 3-phase power from the new 400A disconnect panel to the new 42-breaker Panel “A” rated at 120/208V, 225 Amp, 3-phase, 60 Hz. The Contractor shall dig a 25 LF trench from the 400A panel, around the current A/C condenser units, and into the B3341 Mechanical Room in order to run the power. This trench shall be wide enough to accommodate a 2” conduit and 18” to 24” in depth. Backfill trench once conduit installation is complete.

3.3.8. The Contractor shall install one (1) new electric submeter box and electric meter at the south end of the old section of B3341 (See attached New Construction Plan 1 for the correct location of this submeter box).

3.3.9. The Contractor shall install one (1) new 60A disconnect and one (1) 100A disconnect on the south end of the old section of B3341 for the current HVAC condenser units (See attached New Construction Plan 1 for the correct location of the HVAC condenser disconnects).

3.3.10. Run additional electrical circuits for the new HVAC system located in the new section and exterior lights surrounding the exterior perimeter of both sections of B3341. Use Panel “B” located in the B3341 Storage Area (new section) for the new HVAC System (See attached HVAC System drawing for exact locations).

3.4. Communications (Old Section Only)

3.4.1. The Contractor shall reinstall the three (3) wireless nodes after the new exterior metal siding is installed (See attached New Construction Plan 1 for the exact locations of the COMM Nodes).

3.4.2. The Contractor shall reinstall the metal COMM box after the new exterior metal siding is installed (See attached New Construction Plan 1 for the exact location of the COMM box).

3.5. Standing Seam Roofing System (Old Section Only)

3.5.1. The Contractor shall install an 18.2 square standing seam roofing system with 24-gauge metal. The standing seam roofing system shall be rated at 20 oz., 150 lb. /per square (See attached New Construction Plan 2 drawing for more information).

3.5.2. The Contractor shall install a total of 1,815 SF of 6” thick R19 insulation underneath the standing seam roofing system.

3.5.3. The Contractor shall install a total of 1,815 SF of wire mesh underneath the 6” thick R19 roofing insulation.

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3.5.4. The Contractor shall install a 50 LF roof channel and seal along the connection between the new section and old section of B3341.

3.6. Exterior Aluminum Siding (Old Section Only)

3.6.1. The Contractor shall install a total of 1,683 SF of 0.032” thick aluminum siding around the perimeter of the old section of B3341. The new aluminum siding to be installed on the old section of B3341 shall be painted the same matching light stone color as the new section of B3341 (See attached New Construction Plan 2 drawing for more information).

3.6.2. The Contractor shall install all new metal gutters and downspouts. The gutters and downspouts to be installed on the old section of B3341 shall be painted the matching bronze color as the new section of B3341 (See attached New Construction Plan 2 drawing for more information).

Note: All measurements, dimensions, and materials identified or described by the Government is for reference purposes only and need to be field validated by the Contractor.

4. MISCELLANEOUS

4.1. The CO will approve an area outside Building 3341 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 3341 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 3341 must meet building code requirements for electrical, HVAC, programmable thermostats, air balance, isolators, and the exhaust fan located in the Mechanical Room.

5. MATERIALS

5.1. 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.

5.2. 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.

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

6. IDENTIFICATION OF EMPLOYEES

6.1. 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).

7. EMPLOYEE PARKING

7.1. 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; however, shall not interfere with existing and established parking requirements of government employees.

8. JOB SITE TOOLS AND EQUIPMENT

8.1. 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.

9. SANITATION

9.1. 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. Government toilet facilities will not be available for Construction Contractor personnel.

10. CLEANUP/GENERATED REFUSE

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.

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

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11. OCCUPATIONAL SAFETY

11.1. 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.

12. CONSTRUCTION CONTRACTOR'S MANAGEMENT AND USE OF

ELECTROMAGNETIC EMISSION DEVICES ON BASE

12.1. Electromagnetic emission devices include: Radio/Radar Transmitters;

Navigational Aids/Instrumentations; Signaling, Intrusion Detecting, and Identification Devices; Mobile and Fixed Business Radio Communications Equipment; and MARS, CBs, and Amateur Radio Stations.

13. EXPLOSIVE OPERATED HANDTOOLS

13.1. 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.

13.2. 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.

14. SEVERE WEATHER

14.1. 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:

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

14.1.2. 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.

14.1.3. 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.

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15. INTERRUPTION OF UTILITY SERVICES

15.1. 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.’

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

15.3. 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.

15.4. 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.

16. PRE-OUTAGE COORDINATION MEETING

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

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

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

17. WASTE MANAGEMENT PLAN

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

17.2. 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.

18. OPERATION AND MAINTENANCE MANUALS

18.1. Submit (2) copies for each facility of the project operation and maintenance manuals prior to final invoice.

18.2. Operation and Maintenance Manuals must include manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions.

18.3. Bind information in manual format and grouped by technical sections.

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18.4. Organize data by separate index and tabbed sheets, in a loose-leaf binder.

Binder must lie flat with printed sheets that are easy to read. Caution and warning indications must be clearly labeled.

19. EXISTING WORK

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

19.2. 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.

19.3. 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.

20. PERFORMANCE

20.1. 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 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.

21. DEFINITIONS

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

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

21.3. 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.

21.4. 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.

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21.5. 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.

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

21.7. 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.

22. CRITERIA AND STANDARDS

22.1. 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).

22.2. 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, 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.

22.3. Energy efficiency would include efficient designs and layout, insulation, use of energy efficient equipment, energy efficient lighting, energy audits, and surveys. The Construction Contractor shall be responsible for notifying the CO of any missing criteria needed for his/her Work.

22.4. Construction must meet all the latest Federal, State, and Local Building

Codes.

22.5. US GOVERNMENT/US AIR FORCE PUBLICATIONS: US Government/US Air Force publications can be found via internet at http://www.e-publishing.af.mil/. Some suggested publications would include:

22.5.1. AFI 32-1024, Standard Facility Requirements, 14 Jul 2011

22.5.2. AFI 91-203, Air Force Consolidated Occupational Safety Instructions, 15

Jun 2012 http://www.e-publishing.af.mil/ http://www.e-publishing.af.mil/

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22.5.3. 29 CFR 1910, Occupational Safety & Health Administration (OSHA) Regulations & Standards

22.6. NATIONAL INSTITUTE OF BUILDING SCIENCES (NIBS): The NIBS operates a website called the Whole Building Design Guide (WBDG) and it can be found via internet at http://www.wbdg.org/. Some suggested Unified Facilities Criteria’s (UFCs) would include:

22.6.1. UFC 4-610-01, Administrative Facilities, with Change 1.

22.6.2. UFC 1-200-01, General Building Requirements

22.6.3. UFC 3-600-10N, Fire Protection Engineering for Facilities

22.6.4. UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings, with

Change 1.

22.6.5. UFC 3-530-01, Interior and Exterior Lighting and Controls

22.6.6. UFC 3-410-01FA, Heating, Ventilating and Air Conditioning (HVAC)

22.6.7. UFC 3-110-03, Roofing

22.6.8. UFC 3-800-10N, Environmental Engineering for Facility Construction

22.7. INDUSTRY STANDARDS:

22.7.1. National Fire Protection Codes (NFPA).

22.7.2. Uniform Building Code (UBC).

22.7.3. Uniform Mechanical (UMC).

22.7.4. National Electric Code (NEC).

23. DRAWINGS ACCOMPANYING SPECIFICATIONS

23.1. Drawings for this Project are provided in the Attachments. These Drawings and Images are for Official Use Only to provide information to the Construction Contractors in order to propose on this Project, The Drawings are only for the Construction Contractor’s use and are not to be disseminated to other parties that are not directly associated with this Project. Primary Construction Contractors shall pass the Drawing Dissemination Policy on to any Subcontractors that may have a need for the information. The intent of making the Drawings available is to support the general SOW and estimated work. The Drawings are for reference purposes only and it is the responsibility of the Construction Contractor to verify the accuracy of the Drawings and validate all critical measurements.

23.1.1. The Construction Contractor is responsible for verification of all details, measurement, etc., prior to ordering materials and execution http://www.wbdg.org/

Page | 14 of the Work. Construction Contractors shall inspect all Site conditions necessary to base their Bid.

24. PROJECT DESIGN DELIVERABLES

24.1. FINAL CONTRACT DRAWINGS

24.1.1. Design Drawings and Specifications are a Contract deliverable and submittal requirement. Approved Drawings and Specifications shall become the property of the Government.

24.1.2. All Contract Drawings shall be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of Work to be performed. The Drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Extensive explanatory notes on the Drawings should be held to a minimum or placed in specifications. Dimensions shall be shown in Standard English units.

Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible. Drawings shall be delivered in hard copy, standard black line quality paper, at the conclusion of the construction project. All Review Drawings and Corrected Final Drawings shall be half size (11” x 17”).

24.1.3. The Contractor shall be allowed to work as their own in-house design architect for the purpose of this design deliverable.

24.1.4. The Contract will not be required to disclose the name of their Design Manager for the purpose of this design deliverable.

24.1.5. A Background File shall be made available by the Government to the Awarded Contractor for use in preparing the overall Design Drawing Submittals post contract award.

24.2. DRAWING STANDARDS

24.2.1. Drawings shall be prepared on AutoCAD 2013 or compatible format.

Two (2) hard copies of all Drawings shall be provided to the Contracting Officer (CO) for review. When the Design Drawings are accepted, the Construction Contractor may then begin construction while the As-Constructed Drawings are being developed with Base Civil Engineer (BCE) approval. Two (2) hard copies of As-Constructed Drawings shall be submitted to the Government upon completion of Construction and shall be reviewed for accuracy. Upon approval, the Construction Contractor shall provide two (2) electronic versions of the As-Constructed Drawings on AutoCAD 2013 or compatible format, and as .PDF to the Government on CD/DVD. The Drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Extensive explanatory notes on the Drawings should be held to a minimum. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for

Page | 15 architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible.

25. WORK EXECUTION

25.1. SCHEDULE

25.1.1. Work will be accomplished around the work schedule of the building occupants, normally 0730-1630 hours, Monday-Friday. No work will be scheduled on weekends without prior written approval by the CO.

25.2. COORDINATION

25.2.1. Before commencing work on a specific area, the Construction Contractor shall determine that all requirements pertaining to scheduling of the Work, the time approved by the CO for commencement of the Work, and the coordination with the COR are being complied with.

25.2.2. The Construction Contractor shall further determine that all required

Notices have been given and Permits have been obtained (utility outages, road closures, digging, hot work, SW3P, etc.).

25.3. SCHEDULING AND SEQUENCE OF WORK

25.3.1. The Work shall be completed to minimize interference with the normal functions of the Government.

25.3.2. Prior to beginning any work, the Construction Contractor shall meet with the CO in order that an approved schedule and Sequence of Work may be arranged.

26. PROJECT MANAGEMENT AND ADMINISTRATION

26.1. CONSTRUCTION CONTRACTOR PROJECT MANAGER: The Construction Contractor shall name and assign a responsible person as Project Manager.

He/she shall maintain the Project File to contain all correspondence and criteria pertinent to this Project and shall provide the CO with the names of the individuals responsible for preparation and coordination of the Project Work.

26.2. COORDINATION: During the progress of the Work, the Construction

Contractor shall confer with the CO as required, to assure approval and coordination of the completed Work.

27. SITE VISITATION

27.1. Prior to submitting proposals, it is highly recommended that prospective contractors visit the site in order to satisfy themselves as to the nature of the project site, details, character, and amount of work to be accomplished. The Contractor is responsible for the verification of all statement of work details, critical measurements, drawing specification and dimensions, etc., prior to

Page | 16 preparation of their proposal, ordering of materials, and execution of work.

Failure to attend a site visit shall not relieve the contractor of responsibility for being knowledgeable of those conditions that may only be readily observed by attending a site visit.

27.2. Site visitation shall be arranged by the CO.

28. TIME OF COMPLETION

28.1. Estimated time for completion of work is 120 Calendar Days.

27. SITE VISITATION