Attach_1_-_Performance_Work_Statement_JPPSO_15FEB18.pdf

i

PERFORMANCE WORK STATEMENT

FOR

DESIGN/BUILD PROJECT

DESIGN SERVICES

CONSTRUCTION SERVICES

TDKA 16-2513, Repair JPPSO Offices, Building 350 TDKA 17-2505, Repair Various Offices, Building 350

TDKA 16-2505, Repair OSI Office, Building 418

PETERSON AIR FORCE BASE, COLORADO

15 February 2018

DRAFT

1.0……….GENERAL

Table of Contents

2.0……….ORGANIZATION RELOCATIONS AND PLACEMENT

3.0……….FACILITY MODIFICATONS

4.0……….DESIGN REQUIREMENTS

5.0………GREEN PROCUREMENT

PERFORMANCE WORK STATEMENT REQUIREMENTS

1.0 GENERAL:

1.1 Scope:

1.1.1 Provide DESIGN and CONSTRUCTION Services at Peterson Air Force Base (PAFB), Colorado, to renovate the entirety of building 418 and portions of building 350 as indicated in this Performance Work Statement (PWS) and associated drawings in accordance with all current and applicable building codes, Unified Facilities Criteria (UFC), the Architectural Barriers Act (ABA), Peterson AFB Facilities Excellence Plan (FEP), Air Force Instruction (AFI) requirements and the 21st Civil Engineer Squadron Design Guide, UFC 1- 200-01, “DoD Building Code (General Building Requirements)”, and all associated references therein. Additionally, the requirements of UFC 1-200-02, “High Performance and Sustainable Building Requirements,” shall apply to all portions of these projects. However, the Life Cycle Cost Analysis is only required for TDKA 16-2505, Repair OSI Office, Building 418.

1.1.2 The three projects in this PWS will involve renovating several interior spaces to accommodate the organizations, including but not limited to wall demolition and construction, interior repairs (i.e. painting, new carpet, new ceilings, and signage), HVAC repairs and replacement, fire protection and detection repairs and installation, electrical, communication and security/access control repairs and installation, and new furniture purchase/install and reconfiguration.

1.1.3 As part of the DESIGN Services, the contractor shall provide a complete Furniture, Furnishings and Equipment (FF&E) Package for portions of Bldg. 350 which include a system furniture reconfiguration package/demountable walls of 21CONS/PMD offices (reconfiguration drawing attached) and a FF&E of Bldg. 418. The FE&E shall not include the areas for the Joint Personal Property Shipping Office (JPPSO).

1.1.4 As part of the DESIGN Services, the contractor shall provide a Structural Interior Design (SID) Package for Bldg. 418 which shall receive all new interior finishes.

1.1.5 The contractor shall purchase and install, with the exception of the areas for JPPSO, the FF&E described in the FF& Package. Install shall include all required power and communications connections to workstations and printer locations. The contractor shall dispose any unused system furniture parts left over from reconfiguration in Bldg.

350. The FF&E for the JPPSO areas will be purchased and installed as part of a separate, follow-on contract.

1.2 Background:

1.2.1 In May 2015, a Mission Administration Facility Utilization Study (FUS) was completed that analyzed the space (square footage) requirements for several functions on PAFB. Those functions consist of the following organizations:

Office of Special Investigation/8 Field Investigation Squadron (OSI/8 FIS)

Joint Personal Property Shipping Office (JPPSO)

21 Space Wing (SW)/Presentations

21 SW/Public Affairs (PA)

Air Force Legal Operation Agency (AFLOA) – Area Defense Council (ADC)

Air Force Legal Operation Agency (AFLOA) – Special Victims Counsel (SVC)

21 SW/Equal Opportunity (EO)

21 SW/Information Protection (IP)

21 Security Forces Squadron (SFS)/Plans & Programs (S5)

21 SFS/Investigations (S2)

21 SW/Sexual Assault Response Center (SARC )

21 SW/Resiliency Operations (CVB)

Air National Guard (ANG)/Recruiting

Air Force Reserve Command (AFRC)/Recruiting

21 Force Support Squadron (FSS)/Manpower (MM)

21 FSS/Military Personnel (MP)

21 FSS/Civilian Personnel (CP)

21 FSS/Human Resources (HR)

21 Contracting Squadron (CONS)

21 SW/Project Management Division (PMD)

1.2.2 The purpose of the study was to “right-size” the actual square footage of those organizations to their authorized square footage. The three projects in this PWS involve buildings 350 and 418 and relocating and/or placing the organizations into their authorized spaces.

1.3 Performance Period: All work shall be completed prior to 31 May 2019.

1.4 Quality Control: The contractor shall develop and maintain an effective quality control (QC) program to ensure the services they perform are in accordance with this PWS. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s quality control program is the means by which it assures that its work complies with the requirements of the contract. As a minimum, the contractor shall develop a quality control plan and submit the plan to the Contracting Officer for acceptance. The contractor shall incorporate any changes made in writing into the QC plan.

1.5 Work Schedule & Working Hours: Construction shall not start before the official

Notice to Proceed (NTP) is authorized by Contracting Officer and shall be completed as scheduled. The contractor shall submit a schedule identifying the start of the project, the coordination of all trades and project completion. Standard work hours shall be from 0700– 1830 M-F. Hours of work outside of these times are not permitted without prior approval of the 21 CES PM.

1.5.1 The Government only recognizes the following legal holidays established by federal statute:

1.5.1.1 New Year's Day, 1 January

1.5.1.2 Martin Luther King Day, third Monday in January

1.5.1.3 President’s Day, third Monday in February

1.5.1.4 Memorial Day, last Monday in May

1.5.1.5 Independence Day, 4 July

1.5.1.6 Labor Day, first Monday in September

1.5.1.7 Columbus Day, second Monday in October

1.5.1.8 Veteran's Day, 11 November

1.5.1.9 Thanksgiving Day, fourth Thursday in November

1.5.1.10 Christmas Day, 25 December

1.5.2 Work Interruptions and Delays

1.5.2.1 The Contractor may be required to temporarily stop work for operational requirements, special events, installation exercises, or while Distinguished Visitor (DV) familiarization visits/tours are conducted. Official late reporting and snow calls will affect the Contractor’s work periods. The Contractor must make allowances for these events and resulting lost time will not be reimbursable. Notification to the Contractor shall be provided by the applicable Contracting Officer.

1.6 Contractor Access: The Contractor shall comply with all requirements and procedures for Contractor Access to Air Force Installations. The contractor shall submit all documentation at the pre-performance conference.

1.7 Verification of Existing Conditions: Contractor shall field verify existing conditions including all dimensions, locations, quantities, etc. prior to bid. The 21 CES PM shall provide coordination for site access upon request. Design drawings shall be updated by the Contractor to reflect verified existing conditions.

1.8 Dumpster location and equipment staging: Contractor shall submit a plan for dumpster locations and any required staging areas for the 21 CES PM’s approval.

Dumpster locations and closed material staging must remain outside of the Anti-terrorism/Force Protection (AT/FP) setbacks.

1.9 Site Toilets/Sinks: Portable toilet(s) shall be provided by the contractor for his use during construction. Portable toilets will be placed outside of the Anti-terrorism/Force Protection (AT/FP) setbacks at locations approved by the 21 CES PM. Portable toilets shall be cleaned regularly but not less than once per week. No unpleasant odors due to cleanliness shall emanate from the portable toilets. Contractor shall not use the restrooms within the facilities. Additionally, the contractor shall not use sinks within the facilities for the cleaning of tools or disposal of any materials, including, but not limited to drywall mud, grout, and paint.

1.10 Phasing and Working Conditions: The contractor is required to submit an integrated construction/building usage schedule, as the construction work must be done in phases.

The contractor shall build into the schedule a maximum of five working days for each organization to move into their new location. Building 418 will be unoccupied by the time construction activities commence in that facility. The contractor shall have full access and responsibility for this building. Building 350 shall remain occupied during construction activities. The contractor shall coordinate access with the Contracting Officer, 21 CES PM, and the facility manager. In building 350, the contractor shall cover & protect any remaining building structure and equipment throughout the duration of construction. Construction work will need to be coordinated with users to ensure no damage to existing equipment. A weekly coordination meeting with the Contracting Officer, 21 CES PM, and facility personnel shall be held to discuss and coordinate the integrated construction/building usage schedule.

1.11 EMSEC (Emission Security): The contractor shall follow all EMSEC requirements in AFI 31-101, ICD 700 series, Air Force Systems Security Instruction (AFSSI) 7702 and any other applicable Air Force Guidance.

1.12 Base Access: All contractor personnel who will be on Base are required to show a valid government-issued photo identification (driver’s license or state provided photo ID) for entry into PAFB. Requests for Base passes for the duration of the contract shall be submitted to the Contracting Officer. Base passes may be obtained from the Base Visitor Center at the West Gate. During an increase in Force Protection Condition (FPCON), access to the Base and/or individual buildings may be restricted. The contractor shall notify the 21 CES PM during these instances for possible impact to the contract performance period.

1.13 Utility Interruptions/Outages: When a utility interruption/outage is required due to this construction project, the contractor shall provide all necessary labor and equipment for a temporary utility connection to minimize the impact to the mission and/or mission equipment. The Contractor shall obtain and process an AF Form 103 Work Clearance Request. The Contractor shall initiate the Form 103 at the work order service desk in Building 1322. Utility interruptions/outages that do not affect the operational mission and/or mission equipment may be scheduled to be performed during normal business hours with proper approval from the building occupant and the 21 CES PM. Utility interruptions/outages that may affect the operational mission and/or mission equipment shall be scheduled to be performed between the hours of 2300 and 0400 on the weekend. If a required interruption/outage must exceed the hours identified above, the contractor shall coordinate exact times with the building occupant and the 21 CES PM.

The 21 CES Operations Flight will only provide support to disable/de-energize an incoming utility to the facility, disable permanent building electricity generation (where necessary), and disable/re-start existing building HVAC systems (where necessary). The contractor shall operate all necessary utility isolation devices within the facility as necessary for required construction work. The user will be responsible for coordinating interruptions/outages with all affected agencies and shall provide possible interruption/outage dates that will facilitate construction completion within the given contract period; otherwise, the government may be subject to additional fees and contract time extensions. The contractor shall follow the 21 CES utility outage process when requesting a utility outage.

1.13.1 The Contractor shall perform work in a manner that will minimize disruptions to normal PAFB operations. Contractor shall notify the Contracting Officer if disruptions to sprinkler or alarm systems exceed 4 hours, requiring either the evacuation of the building or a fire watch provided by the Contractor.

1.13.2 Any work involving disturbance of earth deeper than 6 inches below current grade will require a Dig Permit. The Dig Permit shall be submitted at least 30 calendar days prior to digging. The Contractor will be required to resubmit the Dig Permit every thirty calendar days to ensure all agencies remain aware of the ongoing work and so that other agencies can notifying the Contractor of any changes to the project site that may have occurred. Each subsequent Dig Permit shall be provided to the project inspector no later than the termination of the previous thirty day period.

1.14 Environmental:

1.14.1 The contractor shall dispose of all waste generated by this project according to all applicable local, state and federal regulations. The contractor shall contact the 21 CES environmental section for recycling and hazardous waste disposal requirements.

1.14.2 Specification section 01 57 20.00 10 Environmental Protection PAFB is provided as an attachment. This section shall be incorporated into the constructions specification during design. The section provides PAFB-specific environmental requirements.

1.15 Start of Work Meeting: The contractor, within 14 calendar days after contract award, shall hold a start of work meeting with the contracting officer, 21 CES PM and any other invited personnel. The Start of Work Meeting is to assure a clear and mutual understanding of the contract terms, conditions, line items, technical requirements and sequence of events needed for a successful execution of the subject contract effort. The contractor shall coordinate with the 21 CES PM to arrange a schedule and agenda for the meeting. Attendance at this meeting shall be on Base and in person.

1.16 Periodic Progress Meetings: The contractor agrees to attend period meetings during the contract performance period. During design, the contractor shall meet in person with the 21 CES PM at least during each level of design after a design submission. During construction, the contractor shall meet weekly in person with the 21 CES PM and the Contracting Officer. The weekly meetings shall be used to review the contractor’s progress and apprise the government of problems being experienced.

2.0 ORGINIZATIONAL RELOCATIONS AND PLACEMENT:

2.1 General: The driving force of this effort is the relocation of JPPSO from an off-Base leased facility to on-Base. The JPPSO lease expires in July 2019 and any extension to that lease will incur increased government costs. In order to accommodate JPPSO into building 350 a domino-effect of moves will have to occur prior to their relocation. The Mission Admin Facility Utilization Study (FUS) referenced earlier helped the Base identify where organizations are deficient in and, more importantly, exceed authorized square footage. Three separate project were created to capture all the necessary moves in this effort.

2.2 Table of Required Moves: The attached table, entitled JPPSO Moves, describes the organizations that will be moving in this effort, their sequence (SEQUENCE column, ordered 1 thru 20) and the projects the moves are associated with (see color-coded Index at bottom).

2.3 Floor Plans of Required Moves:

2.3.1 The attached floor plans identify the existing and new locations for the organizations involved in this PWS. Existing locations are E-101 and E-102, and new locations are N-101 and N-102 in building 350. N-103 is a notional floor plan for JPPSO. N- 104 is a notional floor plan for 8 FIS, S2 and S5 in building 418.

2.3.2 Each organization identified in the table, JPPSO Moves, is assigned an individual color to ease finding who is moving where. The floor plans also shows the SEQUENCE assigned to each organization (numbered circles).

3.0 FACILITY MODIFICATIONS:

3.1 Building 418:

3.1.1 Facility Description:

3.1.1.1 This facility will serve as the location for the 8 FIS, S2 and S5 functions on PAFB. OSI and S2 provide criminal investigative functions, and S5 serves anti-terrorism functions. Previously, building 418 served as the location for the 21 SW Public Affairs media function.

3.1.1.2 The contractor shall use the attached Air Force Office of Special Investigations Facilities Design Guide and customer interviews for requirements for this facility. Use Table 3-C, Functional Space Requirements for the Investigative Detachment Facility, as the baseline for all space allocations and the various functions in this particular facility.

3.1.2 Proposed Occupancy Data:

3.1.2.1 For OSI, there we will be 15 permanent (5 women/10 men) plus 4 additional, temporary/overflow workspaces (2 in classified area/2 in unclassified area). Main work offices should have workspaces for 11 (3 of which are leadership/admin with SIPRNET also) workstations in the unclassified area and 8 NIPR/SIPR workstations in the classified area.

3.1.2.2 For S5, there will be 3 permanent anti-terrorism personnel, which are currently all men. Office should have 3 workspaces (3 Desktop NiPR & 2 SiPRs Terminals).

3.1.2.3 For S2, there will be three workstations, which could be a mixture of men and women at any time.

3.1.3 Asbestos-Containing Material (ACM): This building is suspected to contain asbestos in various parts of the facility. The contractor shall identify and test all materials which will be affected by demolition or construction. The contractor will be provide a written test results report to the 21 CES PM.

3.1.3.1 An asbestos survey was conducted during the mid-1990's. Attached are the results of the survey (Building 418 Asbestos Survey – 1993). The contractor shall abate the all the ACM flooring identified in this report.

3.1.4 Lead-Based Paint (LBP): This building is suspected to contain LBP. The contractor shall identify and test all materials which will be affected by demolition or construction. The contractor will be provide a written test results report to the 21 CES

PM.

3.1.5 Demolition:

3.1.5.1 Demo walls as needed to meet the project requirements. Walls being demoed shall be demoed their entire height.

3.1.5.2 Demo all existing finishes throughout the entire building. This includes but is not limited to all suspended ceiling systems (including grid), all existing flooring down to concrete slab, wall base, chair rail, & wall tile.

3.1.5.3 Demo any existing unused furniture, equipment, built-ins, etc.

3.1.5.4 Demo all existing doors and door hardware throughout the entire building.

Existing door frames may remain at locations where they meet the project requirements in their existing locations. Door frames shall not be demoed and reused in a new location.

3.1.5.5 Demo existing compressed air systems and piping throughout the entire building in their entirety.

3.1.5.6 Demo all wall recessed stainless steel cabinets and associated piping/systems throughout the entire building.

3.1.5.7 Demo the entire existing HVAC system throughout the entire building in its entirety, to include each of the air-cooled condensing units sitting outside of the two mechanical rooms. The contractor shall recover and clean the refrigerant in these systems.

Turn over the refrigerant in new containers to the 21 CES PM.

3.1.5.8 Demo the entire existing HVAC controls system throughout the entire building in its entirety, to include any control wiring.

3.1.5.9 Demo all plumbing fixtures throughout the entire building, to include demolition of domestic water lines running above ceilings and within walls. Demo existing domestic hot water heating boiler and controls in the mechanical room.

3.1.5.10 Demo existing gas regulator and gas meter sitting outside mechanical room. Demo above ground gas line feeding in mechanical room, to include all piping in the mechanical room.

3.1.5.11 Demolish the entire fire detection/notification system which shall include all conductor, conduit, mounting hardware, fire detection/notification appliances, control panels, battery booster panels, batteries, and all associated appurtenances.

3.1.5.12 Demolish the entire electrical lighting systems (interior and exterior) which shall include all conductor, conduit, mounting hardware, luminaires, lighting controls (switches, sensors, relays, contactors, etc.), homerun lighting circuits, and all associated appurtenances.

3.1.5.13 Demolish the entire electrical distribution system which shall include the 15kV utility conductor, 12470-208/120 volt 225kVA utility transformer, main distribution panel, panelboards, feeder circuits, branch circuits, receptacles, safety disconnect switches, conduit, conductor, and all associated appurtenances. The conduit between the exterior utility transformer and the MDP location may be re-used for new conductor. The conduit between manhole EM51B and the equipment pad for transformer T418 may be re-used for new 15kV conductor.

3.1.6 General Requirements:

3.1.6.1 Refer to the 21 CES Design Guide for requirements in addition to those found below.

3.1.6.2 Handicapped Accessibility: All renovated spaces shall comply with handicapped accessibility requirements as outlined in the Architectural Barriers Act (ABA).

3.1.6.3 Existing Furniture: Remove and dispose of all existing furniture throughout the entire building. Contractor may recycle or dispose of furniture at their option. All recycled furniture shall be accounted for with weight tickets and reported to the 21 CES PM. Any Furniture taken to landfill shall be reported to 21 CES PM.

3.1.6.4 Restrooms shall be provided for this facility per the code required fixture counts based on UFC 3-420-01 requirements. Any existing restrooms being reused shall be brought up to the standards indicated in the 21CES Design Guide.

3.1.6.5 New water coolers shall be provided for this facility based on the code required fixture counts based on UFC 3-420-01 requirements. New water coolers shall come equipped with integral bottle fillers.

3.1.6.6 Conference rooms shall receive, at minimum, the following:

3.1.6.6.1 New ceiling recessed drop down motorized projector screen. Screen shall be 150” diagonal, 16:9 HD unit. All power and control wiring boxes and conduit shall be recessed at wall & ceiling. Screen shall utilize a tab-tensioning system to keep the screen taut.

3.1.6.6.2 New projector ceiling mount. Coordinate exact location of with 21 CES PM. prior to installation. Provide power & comm/AV in ceiling to accommodate.

3.1.7 Architectural Work:

3.1.7.1 Walls: All existing walls which will remain shall have all holes filled and shall be refinished to match the new wall specification finish. Any existing remaining walls which do not extend to 6” above ceiling system shall be extended to meet this requirement. Except for mechanical/electrical & utilitarian spaces, all existing block walls which will remain shall be furred out with a minimum 2-1/2” stud wall to 6” above ceiling and shall receive gypsum board finished to the new wall specification finish.

3.1.7.2 Ceilings: All ceilings shall be new to include acoustical tiles/grid. Existing areas with ceiling heights of 8’ shall not be lowered below 8’. Existing ceiling heights which are 9’ and above shall not be lowered to below 9’ and shall remain as high as possible based on the function of the space.

3.1.7.3 Interior Doors: All interior doors shall be new solid core wood doors and shall be 1-3/4” thick, 5 ply birch, rotary cut and shall arrive on site with a factory stained/ sealed finish. New doors shall be 3’-0” X 7’-0”. All glazing stops at wood doors shall be flush wood type and shall be prefinished and provided by the door manufacturer

3.1.7.4 Exterior Doors:

3.1.7.4.1 All exterior doors shall be new.

3.1.7.4.2 Main vestibule doors (both interior and exterior sets) shall be new, fully glazed, dark bronze anodized aluminum storefront door systems. This includes existing sidelites. The storefront system at the exterior set of vestibule doors and associated sidelites shall be required to meet ATFP blast requirements per UFC 4- 010-01.

3.1.7.4.3 Existing secondary entrance steel doors which have a half lite shall be replaced with a steel door with half lite of same size. The glazing on these doors shall meet AFFP blast requirements per UFC 4-010-01.

3.1.7.5 Door Hardware: All door hardware throughout the entire facility (both interior and exterior doors) shall be new. See 21 CES Design Guide for door hardware requirements.

3.1.7.6 Exterior Signage: Remove existing raised aluminum lettering at main entrance and turn over to government. (Existing building number shall remain.) Remove existing signage at secondary entrance. Fill any holes in the brick with matching colored grout.

Provide new exterior signage at both primary and secondary entrances in accordance with FEP requirements.

3.1.7.7 Fire Extinguishers: Any required fire extinguishers shall be in semi-recessed cabinets.

3.1.8 Interior/Finishes:

3.1.8.1 All finishes throughout the entire facility shall be new. Follow OSI Facility Design Guide for space requirements.

3.1.8.2 See associated “Product List for Bldg. 418,” listing recommended finish specifications.

3.1.8.3 Restrooms, locker rooms, and shower/dressing rooms shall receive porcelain tile flooring. Wet walls in these locations shall receive a porcelain tile wainscot. Solid surface counters and integral sinks. Lockers/bench as required, shall be part of this requirement. See PAFB Design Guide for detailed restroom accessories and requirements.

3.1.8.4 Entry vestibule shall receive recessed metal framed/walk-off floor and the waiting room shall receive secondary walk-off carpet tile.

3.1.8.5 Interview rooms shall have sound proofing in the walls.

3.1.8.6 Conference rooms shall receive carpet, upgraded rubber base/Diplomat, a vinyl wall covering wainscot and a 4” wood chair rail at all walls. Chair rail shall be alder, profile shall be a custom 4” high by ¾” with a 1” ogee cut on both top and bottom.

Finish shall be stained/sealed and shall match the new stained wood doors. Top of chair rail shall be at 36”.

3.1.8.7 Shower basins and surrounds shall be premanufactured, commercial grade cultured marble. Glass shower doors, frameless. Built-in shelf, adjustable/hand held shower heads.

3.1.8.8 Break room(s) shall receive rubber flooring/base. Breakrooms shall have a sink, and not less than 8 linear feet lower cabinets and 8 linear feet of upper cabinets, wall tile above counter, solid surface counter, under mount sink, under cabinet lighting.

3.1.8.9 All private and open office areas shall receive carpet tile and rubber 4” cove base.

All corridors which are not indicated to receive porcelain tile shall receive carpet tile.

Evidence Vault and Arms Vault shall receive epoxy painted floor and rubber base.

3.1.8.10 All other utilitarian spaces which are not required to receive other finishes shall receive an appropriate hard flooring product (VCT, epoxy flooring, etc.).

3.1.8.11 All interior gypsum walls and ceilings as well as associated door frames and other appurtenances shall be painted. Exterior steel doors & frames shall be painted.

Exterior exposed piping/utilities shall be painted.

3.1.8.12 All outside corners of interior walls shall receive corner guards. Corner guards shall be thermoformed or equal, 2” X 2”, thickness: 0.40”, have retainer by backing, color to be chosen from standard colors. Corner guards shall run from top of base to a height of 42”-48”.

3.1.8.13 Signage: New exterior signage and all interior spaces throughout the facility shall receive new room signage. Additionally, provide a new main directory and new wayfinding signage.

3.1.8.14 Extra Material: Contractor shall supply the government with extra material in the following quantities:

- Carpet Tile: 3%

- Ceiling Tile: 3%

- Porcelain Tile: 3%

- Rubber Base: 20’

3.1.9 Mechanical Work.

3.1.9.1 Provide new HVAC system throughout the entire facility, to include new exhaust system for restrooms and for any rooms requiring exhaust function. Do not reuse any part of the existing system, unless requested in writing from the 21 CES PM.

3.1.9.2 HVAC system shall be designed in accordance with UFC 1-200-01, including any references stated to within, and other applicable industry standards.

3.1.9.3 Provide new HVAC controls system throughout the entire facility. Johnson Controls Metasys is the Base-wide Energy Management Controls System (EMCS). New controls system shall be completely compatible with Metasys. The contractor shall tie-in and integrate new HVAC system into the Metasys headend.

3.1.10 Plumbing Work.

3.1.10.1 Provide all new plumbing fixtures throughout the facility, including new domestic water heater to be located in the mechanical room. The plumbing system shall be designed in accordance with UFC 1-200-01, including any references stated to within, and other applicable industry standards.

3.1.10.1.1 Lavatories:

3.1.10.1.1.1 Lavatory sinks shall be an integral solid surface 16” oval unit. Color shall be selected by the 21 CES PM from the manufacturer’s standard options. Faucets shall be hands-free capacitive sensing type and shall have a curvilinear, fully chrome plated solid brass spout with center shank and a below deck thermostatic mixing valve. Faucets shall be wired direct and shall not require batteries for operation. Wall stops for all faucets shall be ¼ turn type valve with chrome plated handle. Faucets shall be “Bradley, Aerada, 1200 series” or equal. All lavatory sinks shall have a hard shell insulated pipe cover.

3.1.10.1.2 Urinals:

3.1.10.1.2.1 Urinals shall be wall mounted, high efficiency, 0.5 GPF, washout type, fully glazed vitreous china units with extended sides, a 14” extended rim and a ¾” top spud. Urinal shall be “Kohler BARDON 0.5 GPF” or equal. Urinal flush valve shall be high efficiency (0.5 GPF), manual lever, ADA Compliant, diaphragm type with a Satin Chrome plated finish. Flush valve shall be “Sloan, Royal II, Model (186-0.5)” or equal.

3.1.10.1.3 Water Closets:

3.1.10.1.3.1 Water Closets shall be a floor mounted, rear outlet, flush valve type unit with elongated bowl and shall be fully glazed vitreous china.

Water closet shall be a High Efficiency 1.28 gpf unit with direct-fed siphon jet action. Water closet shall be consistent with American Standard, Priolo Series Toilet or equal. Water closet flush valve shall be a High Efficiency (1.28 gpf), manual lever, ADA Compliant, piston type and Chrome plated, finish shall be Satin if available. Flush valve shall be “Sloan, Crown, Model 111-1.28” or equal.

3.1.10.1.4 Mop Sinks:

3.1.10.1.4.1 Sinks shall be precast terrazzo made of marble chips cast in white portland cement to produce 3000 psi minimum compressive strength 7 days after casting. Provide floor or wall outlet copper alloy body drain cast integral with terrazzo, with polished stainless steel strainers. Provide back mounted washerless service sink faucets with vacuum breaker, bucket hook, and ¾” inch external hose threads.

3.1.10.2 Provide all new domestic hot and cold water lines throughout the facility. Provide a hot water recirculation system. Provide new water meter and integrate into the Metasys head end.

3.1.10.3 Provide all new gas line from the outside service entrance to all new equipment in the mechanical room. Provide new gas regulator and gas meter. Gas meter shall pulse type, tie-in and integrate into the Metasys headend.

3.1.11 Electrical Work

3.1.11.1 All work shall be in accordance with the most current versions of NFPA 70, NFPA 70E, NESC, applicable UFC’s, AFI’s, and ETL’s.

3.1.11.2 The contractor shall provide an electrical distribution system that is fully functional and in compliance with the aforementioned regulations, standards and specifications.

3.1.11.3 The contractor shall provide fixtures, conduit, wire, and associated hardware that is UL listed for the location to be installed.

3.1.11.4 The contractor shall route and install conduits in a clean and workmanlike manner. All conduits shall be installed in horizontal, vertical and in straight lines. All conduit penetrations shall be sealed watertight and painted to match existing.

3.1.11.5 The contractor shall coordinate and schedule all necessary power outages with the CO/21 CES PM and the building manager using the utility outage work request process prior to proceeding with such work. The contractor shall finalize coordination at least 14 calendar days before the scheduled outage.

3.1.11.6 The contractor shall provide only copper conductor and shall size all wire and conduit based on such. The minimum size conduit to be used for electrical installation within the building shall be ½”. The minimum sized conduit used below ground shall be 1”. The contractor shall size all conveyance and conductor by methods identified in the current version of NFPA 70. Wiring for branch circuiting shall be sized with maximum voltage drop of 3%. As recommended by the NEC, a maximum combined voltage drop of 5% from the service transformer to outlets shall not be exceeded.

Conductors shall be upsized to compensate for voltage drop where required. Minimum branch circuit conductor size shall be #12 AWG.

3.1.11.7 The contractor is responsible for field verifying all existing conditions prior to submitting a proposal. The contractor shall obtain existing as-built plans from 21 CES/CEPT. The drawings provided with this statement of work are conceptual in nature and shall not be substituted for actual site conditions. Contractor shall notify CO/21 CES PM and 21 CES immediately of discrepancies.

3.1.11.8 The contractor shall provide grey electrical devices, including switches and receptacles, and brushed stainless steel covers.

3.1.11.9 The contractor shall provide transparent labels with black lettering on the stainless steel cover plates that identify the panel and circuit number from which the device receives power.

3.1.11.10 The contractor shall provide a new illumination system for the entire facility to include emergency egress lighting designed for energy efficient operation and compliance with UFC 3-530-01 and the IESNA Handbook. Provide new lighting control as necessary for each of the new spaces throughout the facility. Separate lighting control shall be provided for open office space, individual offices, corridors, restrooms, conference rooms, vaults, storage and any other space identified during the design process. All lighting control shall comply with UFC 3-530-01. Provide occupancy sensors where feasible and as required by the aforementioned standards. Occupancy sensors shall be dual technology type. Lighting levels shall be in accordance with UFC 3- 530-01 and the IESNA Handbook. Provide quantity and location of light fixtures to achieve even light distribution and reduce shadows to the extent possible. Luminaires shall be 2’x2’ LED troffer (equal to specifications for CREE CR22) with room-side heat sink, an efficacy of 100 LPW (lumens per watt), a CRI of 90+, a CCT of 3500K, a 0.9 pF, a 10 year warranty, and a 50,000 hour life expectancy. The contractor shall provide all conductor, conduit, and hardware to support the installation of the new lighting. The contractor shall connect the new light fixtures to the new lighting circuits as required bythe new design. Provide dimmable lighting fixtures and controls in individual offices and conference rooms.

3.1.11.11 The contractor shall provide emergency egress lighting within all required spaces of this renovation in accordance with current life safety requirements. Emergency egress lighting shall be accomplished with integral battery packs housed in the new lighting fixtures. Provide new LED emergency exit signs as required by current life safety standards. New exit signs shall be green with brushed aluminum face(s).

3.1.11.12 The contractor shall provide a new electrical distribution system to serve the load of the entire facility. The new electrical distribution system shall include new 15kV conductor to the facility, new utility transformer sized for the electrical load of the facility, new transient voltage surge suppressor on the incoming service, new main distribution panel (MDP), new feeder circuits, new panelboards, new utilization branch circuits, new mechanical systems feeders and branch circuits, new lighting circuits, new receptacles, and all associated appurtenances. The contractor shall provide conveyance, conductor, and all hardware associated with the new electrical distribution system.

3.1.11.13 The contractor shall provide transformers with copper primary and copper secondary windings; a dielectric coolant that is listed less-flammable, completely biodegradable, and meets the requirements of NFPA 70 Section 450-23 and the NESC (IEEE C2-2007) Section 15. The transformer coolant shall be non-toxic, non-bioaccumulating and be readily and completely biodegradable per EPA OPPTS 835.3100.

The base fluid shall be 100% derived from edible seed oils and food grade performance enhancing additives. The fluid shall not require genetically altered seeds for its base. The fluid shall be certified to comply with the US EPA Environmental Technology Verification requirements, and tested for compatibility with transformer components. The fluid shall be Factory Mutual Approved, UL Classified Dielectric Medium (UL-EOUV), UL Classified Transformer Fluid (UL-EOVK), and be on the USDA bio-preferred product list. The insulating fluid shall be Envirotemp FR3, or equal. The primary voltage shall be 12,470 delta for 3-phase and the secondary voltage shall be 3-phase 480-volt.

The transformers shall have an impedance value that does not allow the maximum fault current to exceed the rating of the equipment in which it feeds. The transformers shall be loop feed type, dead-front, compartmentalized, load break elbow terminations, fused, gang switched, and have lightning arresters on the loop feed-through side. The transformers have fusing that is oil-immersed bay-o-net style fusing in series with ELSP current limiting fuses. Lightning arrestors shall have a duty rating of 10kV. Medium-voltage transformers shall have copper bussing and windings, a minimum of four 2.5% taps (2+, 2- nominal voltage), and have the appropriate K-factor rating if serving a non-linear load. Transformer output voltage shall be verified at commissioning of system and load taps adjusted to provide +/- 2.5% of nominal. The transformers shall be factory painted “Peterson Brown” (Fed Spec #10091). The contractor shall provide all regulatory transformer labeling and a white on black placard identifying the transformer name and from where it is fed.

3.1.11.14 The contractor shall provide 15kV, MV-105, 133% insulated EPR copper conductor with a copper tape-shield. The contractor shall use only single conductor cable.

The contractor shall individually fireproof (fire tape) the new medium voltage cables in all underground structures. The contractor shall permanently label all conductors in every location the cabling is accessible. In each underground structure, the conductor labeling shall be placed in two locations; one upon its entry to the manhole and near its exit of the manhole. The contractor shall provide, at minimum, one full loop of cabling around the manhole. The contractor shall test all cabling after installation and prior to placing it into service.

3.1.11.15 The contractor shall provide a new Schneider Electric PM5560 digital electric utility meter with LCD display. This meter shall connect through the BACnet OPC server located in EMCS via the NAE building controller and shall be programmed into the ICONICS Dataworks server. ICONICS graphics package shall be provided with all programmed points into the standard PAFB graphics designs.

3.1.11.16 The contractor shall provide an electrical system model and analysis using Easy Power Software. The analysis shall include a fault current study, equipment evaluation, coordination study and an arc flash study. The contractor shall label electrical equipment with generic labels that are identified in UFC 3-560-01.

3.1.11.17 The contractor shall provide new 3-phase panelboards that are sufficiently sized to power the load of the electrical distribution system. The panelboards shall be copper bussed with bolt-on type circuit breakers, door-in-door cover and sufficiently braced to withstand maximum fault current available from the new transformer.

3.1.11.18 All systems furniture shall be powered via a furniture whip from the wall.

Each systems furniture workstation shall have a minimum of four (4) duplex 120 volt, 20 amp receptacles. The systems furniture power shall be 3+1, 8-wire, 4 circuit, with 20 amp receptacles. Power harnesses shall be shielded to avoid electrical interference with data cables.

3.1.11.19 Each individual hard-walled office shall contain at minimum one (1) double-duplex receptacle on the wall that is adjacent to the desk and single duplex receptacle on all four walls spaced as required by UFC 3-520-01 (Sect 3-6). Do not count the double-duplex receptacle in the spacing requirements. Coordinate the placement of the double duplex receptacles to the location of the desk in the room.

Where systems furniture is placed in a hard-walled office, power shall be provided through a systems furniture whip thereby removing the requirement for the double-duplex receptacle in that space.

3.1.12 Communications Work:

3.1.12.1 The contractor shall demolish all voice and network distribution equipment, conductor, conveyance between the existing building entrance and the workstations.

3.1.12.2 The contractor shall provide new 110 type punch down blocks as required to terminate existing outside plant cabling to the new voice cables.

3.1.12.3 The contractor shall provide new CAT 6, 48-port NIPR patch panels as required to terminate the new NIPR copper cabling. There shall be 25% spare capacity.

The contractor shall provide new CAT 6 patch cables to go between the new patch panels and the

NIPR switches.

3.1.12.4 Each system furniture workstation and each individual office shall have (at minimum) connectivity to one (1) copper voice line, two (2) non-secure copper data lines (NIPR), and one (1) secure fiber data line (SIPR). The system furniture shall be coordinated to accommodate the listed requirements. The copy/print station locations shall have two (2) voice/data outlets (each with 1 voice, 2 NIPR receptacles) as well as one (1) secure fiber data line (SIPR) (total of 2 voice, 4 NIPR data, and 1 fiber SIPR).

Where systems furniture is placed in a hard-walled office, the contractor shall provide the aforementioned requirements for the systems furniture workstations, thereby removing the requirement the single communication outlet.

3.1.12.5 Each voice jack shall have a dedicated Category 6 twisted, non-plenum rated, copper cable connected/terminated to a wall-mounted punch down block. Each NIPR data jack shall have a dedicated Category 6 twisted, non-plenum rated, copper cable connected/terminated to a patch panel. The outer jacket of the voice cable shall be white. The voice outlets shall be white. The outer jacket of the NIPR cable shall be blue.

The NIPR data outlets shall be orange. The copper terminations shall be RJ-45 type connectors. The fiber cable shall be multi-mode, 62.5 micron, terminated with connectors to be specified by the building occupants, and shall be clearly marked with red tape every 3 feet. The fiber and copper may be run in the same cable tray however;

they must be segregated from each other.

3.1.13 Fire Suppression:

3.1.13.1 Provide a new fire suppression system to comply with UFC 3-600-01.

New fire suppression system shall be ran throughout the facility. No existing fire system components or safety devices shall be reused. All sprinklers heads and escutcheons within facility shall be new and shall be white polyester resin. Unfinished areas (Electrical/Mechanical spaces, etc.) shall receive standard brass heads. All sprinkler heads in finished areas shall be semi-recessed type heads. Fire suppression designer shall design the system for minimal maintenance on the system. Systems that require recurring water testing and treatment or additional inspections are not acceptable without written approval by the CO. NO piping shall be allowed to be exposed within a finished space.

Provide spare fire sprinkler head box in mechanical room near riser.

3.1.13.2 The contractor shall perform the necessary hydrant flow testing to accomplish fire sprinkler system design. It is not the responsibility of Base shop personnel to perform this testing.

3.1.14 Fire Detection/Alarm/Mass Notification:

3.1.14.1 The contractor shall replace the existing fire alarm/detection system with a new combination fire alarm/detection and mass notification system (EST 3). The new fire alarm/detection/mass notification system shall meet the requirements of the authority having jurisdiction (21 CES/CEF, Assistant Chief for Prevention, 719-556-6574) and current versions of the following publications: NFPA 101, NFPA 72, NFPA 720, UFC 3- 600-01, UFC 4-010-01, UFC 4-021-01, AFI 32-10141, and specification 28 31 15 for PAFB. This project requires a registered fire protection engineer to provide a fire protection design analysis, in accordance with UFC 3-600-01 paragraph 1-4 and 1-5 and to review, approve, and stamp the fire alarm/detection and mass notification system design. The contractor shall demolish the existing fire alarm/detection system in its entirety which shall include but shall not be limited to conduit, conductor, hardware, all detection and notification devices, and the graphic map(s). The contractor shall provide new graphic maps at the annunciator panels and the main fire alarm panel. New graphic maps are NOT required to be LED type. The contractor shall provide shutdown of air handling equipment as required by the aforementioned standards. The contractor shall provide all necessary programming for any local fire alarm control panels as well as the fireworks frond-end. The contractor shall provide all testing as required by the aforementioned standards. The contractor shall provide a fully functioning and compliant fire alarm/detection mass notification system to include the local alarm function as well as the remote visibility and communication from the fire network, Fireworks, fire dispatch and 21 CES. The contractor shall provide all necessary labor and material for a fully functional fire detection/mass notification alarm system in accordance with all aforementioned standards.

3.1.15 CCTV

3.1.15.1 The contractor shall provide the infrastructure to support the installation a government furnished video/audio CCTV system located between the interview rooms (3) and the conference room. Infrastructure shall include a dedicated 20 amp, 120 volt branch circuit for a monitor and computer in the conference room as well as conveyance (1” EMT conduit) between the three interview rooms and the conference room for video/audio cabling. Provide a pull string within the communication conveyance such that cabling may be installed at a later date.

3.1.15.2 The contractor shall provide the infrastructure to support the installation a government furnished video/audio CCTV system located between the entry and waiting room and the reception area. Infrastructure shall include a dedicated 20 amp, 120 volt branch circuit for a monitor and DVR system in the reception area as well as conveyance (1” EMT conduit) between the entry and waiting room and the reception area for video/audio cabling. Provide a pull string within the communication conveyance such that cabling may be installed at a later date.

3.1.16 Security (AMAG):

3.1.16.1 Provide new security alarm system in Evidence Vault and Arms Vault.

3.1.16.2 New security system shall be AMAG and shall be connected and fully integrated into the Base wide security system.

3.1.16.3 All individual security alarm components must be compatible with the PAFB newest security system (AMAG) and shall be on the approved equipment list which is maintained by the 21st Security Forces Squadron and can be provided upon request. Provide all power and signal conductor, cabling, conduit, devices, hardware, and terminations necessary to provide a complete and usable security system. All systems shall be in compliance with NFPA (National Fire Protection Association) code requirements. The contractor shall provide all necessary installation services by a certified AMAG system installer.

3.1.16.4 Doors receiving security/access door hardware shall strictly adhere to NFPA 101 section 7.2.1.6 (Special Locking Arrangements). Door systems and alarms shall be incorporated into the new building security system as well as the building fire alarm panel as required by code.

3.1.16.5 All required security alarms system programming shall be accomplished & paid for by this contract. Programming shall be accomplished by Adjoiner (current security maintenance contractor, POC to be provided upon request) and paid for under this construction contract. Contractor shall notify the 21 SFS Alarms Shop (TSgt Bobby Goldsmith, 556-6725) prior to installation and programming. The construction contract is responsible to provide and install all system programming, devices, conduit, cabling, conductor, signal, etc. as well as all associated terminations.

3.2 Building 350:

3.2.1 Facility Description: This facility serves as the headquarters for the 21 SW Mission Support Group. It also houses various units that support the Base-wide populace and geographically-separated units (GSU) throughout the Space Wing.

3.2.1 General Requirements:

3.2.1.1 In the new locations floor plans (N-101 and N-102), wall demolition and construction are identified with dashed lines and red lines, respectively. These lines are notional and final demolition and construction will be defined during design with CE and the each organizations input. Existing locations floor plans (E-101 and E-102) are provided for convenience in locating current customer locations.

3.2.1.2 Close coordination with the 21 CES PM will be required prior to the start of any demolition or construction activities in this facility. Several organizations shall be relocating in this facility and will require time and sufficient notice prior to any construction activities commencing.

3.