01 SOW GLEN 12-1027.docx

STATEMENT OF WORK (SOW)

Project Number: GLEN 12-1027

Repair by Replacing Domestic Water Pumps, B420 50 CES Project Manager:

Michael R. Mattson

25 March 2020

Contents

BACKGROUND:

Building 420 houses the domestic water pump system for Schriever Air Force Base (SAFB). This facility is located inside the Restricted Area (RA).

There are currently two American Marsh domestic water pumps in service in Building 420. These pumps run on variable frequency drives (VFD), and are rated for 1,500 GPM at 90 psi. They are powered by 125 horsepower (HP) electric motors. There is room for one additional domestic water supply standby pump which can be added for redundancy. The pumps are set at a pre-set pressure of approximately 84 psi. These domestic water pumps are oversized for the wide range of flows at SAFB. Night time flows are below 100 GPM. Even with the VFD’s, these low flows operate substantially outside the recommended range for these pumps.

There are also three fire pumps housed in Building 420. Two of the fire pumps are 125 HP electric fire pumps, each rated for 1,000 GPM at 125 psi. The third fire pump is a 2012 diesel driven single stage fire pump rated for 1,500 GPM at 125 psi. The third diesel fire pump provides approximately 24 hours of backup water at full engine power.

REQUIREMENTS:

Contractor shall furnish all labor, equipment, supplies and materials, and perform all operations necessary to accomplish the following in accordance with the Statement of Work and Enclosures:

Identified Improvements:

1.1.1. CLIN 0001: Rather than having two large domestic pumps, a combination of small and medium domestic pumps operating on Variable Frequency Drives (VFDs) shall cover a wider flow range. During normal operation, three pumps will cover a range of flow between about 100 GPM and 600 GPM. The Maximum Day Demand (MDD) plus fire flow demand shall be met with three medium pumps running in parallel. To provide a reliable water supply, a fourth identical medium pump shall be installed as a standby pump. Since the diesel fire pump is new as of 2012, this pump shall remain in service, as is, as a backup for firm capacity. Table 1 of the Design Analysis (pg 11) lists the major pump and VFD equipment. Additionally, all steel water piping infrastructure in and around Building 420 requires replacement, with pipes resized for the flows from the new pumps, and equipped with new valves and fittings to provide simplicity of maintenance and repairs. Pipe replacement is detailed in the design drawings.

1.1.2. Hydraulic Analysis:

The water distribution system shall supply water demands with sufficient service pressure and water quality over a range of fluctuating conditions that vary throughout the day and over the course of a year. AECOM created a hydraulic model using AFT Fathom software to verify and complete the final hydraulics. This included calculating the required head and pump turndown for each of the three pump types (Medium Pump, Small Pump, and Jockey Pump) at the required flow conditions, taking into account the frictional losses in the pipe system due to the recommended change in pipe sizes within the building. AECOM targeted a distribution pressure of 84 psi for normal water flow and 110 psi for fire flow.

1.1.3. Refer to “Design Analysis_Redacted - GLEN12-1027” for more details on demand and pump operating points.

1.1.4. CLIN 0002: The Contractor shall install a new fire department connection where easily accessed from the roadway. Exact location is to be determined by installer and approved by the SAFB fire department. Connection shall consist of two 2 ½ inch connections with NH internal threaded swivel fitting(s). Threading shall be 2.5 – 7.5 NH standard thread as specified in NFPA 1963.

Material Selection:

1.1.5. Piping material is selected to be AWWA C200 steel pipe. Piping 4” and greater shall be cement-mortar-lined per AWWA C205 with lining thickness as specified in the table below.

1.1.6. Refer to Table 6, page 13 of the design analysis for material selection.

1.1.7. Piping less than 4” shall be galvanized steel. AECOM calculated the required minimum wall thickness of the pipe by pipe size per AWWA M11 guidelines (see Appendix D for calculation results). If the calculated required wall thickness is less than industry standards, then the minimum wall thickness per typical vendor standards may be used.

1.1.8. For external protection of underground pipe outside of Building 420, both tape wrap coating (in accordance with AWWA standard C214) or epoxy coating (in accordance with AWWA standard C210, C213, C215, C218 or C222) are acceptable. Indoor pipe shall be painted per industry standards.

Net Positive Suction Head Available (NPSHA) Considerations:

The potable water storage for diurnal equalization, fire flows, and emergency supply is provided by two tanks (Tk-1 and Tk-2). The two tanks are identical and located adjacent to the booster pumping station in Building 420. These identical, below grade, concrete, square storage tanks are located northwest of Building 420. Per Potable Water System Analysis and Modeling, URS 2016, the maximum water level is 23 feet and the normal minimum water level in the tanks is 18 feet. The water level in the tanks is controlled by level sensors. For conservatism, the NPSHA calculation of the pumps within AFT Fathom assumes that the tanks will need to be pumped all of the way down in the event of a fire, and that no tank level will be available.

Combination Air/Vacuum Valve Sizing Analysis:

A Combination Air/ Vacuum Valve (CAV) shall be provided and installed on the discharge side of each of the pumps to protect against vacuum conditions occurring during potential pump trips, as well as to release air from typical pump filling and draining operations. A CAV shall also be provided and installed at the highpoint of the piping to automatically release entrained air. CAVs are placed at high points to exhaust large volumes of air during pump start-up and pipeline filling. These valves will also admit large volumes of air into the pipeline to protect against internal vacuum conditions during pipeline draining and other conditions. CAVs combine the function of both air/vacuum and air release valves. CAV valves were sized per AWWA M51. A 2-inch CAV with a 1/16-inch orifice is required for the FP-3 fire flows, and a 1.5-inch CAV with a 1/16-inch orifice is required for the medium pumps.

Pressure Reducing Valves (PRV) Calculation:

1.1.9. The maximum discharge pressure from Building 420 is 110 psi to prevent exceeding the pressure rating of Schedule 40 PVC pipe that is present within the system. The distribution system mainly consists of PVC Schedule 40 pipes with sizes that range from 6-inch to 12-inch. The pressure rating of the 12-inch Schedule 40 PVC pipe is 130 psi at 73 degree F. Since the pressure rating of the pipe increases as the pipe diameter decreases, pipe sizes smaller than 12-inch in diameter will have a pressure rating higher than 130 psi. The selected pumps will likely have a dead head pressure of greater than 130 psig (per preliminary vendor pump curves), therefore a PRV shall be provided and installed on the distribution water header to protect from over-pressuring the downstream piping. The PCV-01 and PCV-02 will also serve this function, however overpressure analysis requires that these are assumed to fail. A preliminary Pressure Safety Valve (PSV) sizing calculation in accordance with API 520/521 has determined that PRV with a 2.5 sq. in area orifice is required, however the PRV size will need to be confirmed by the manufacturer to certify the valve capacity. Pump Control Valve (PCV) PCV-01 and PCV-02 are recommended to be set at 115 psig. The PRV set pressure is 120 psig.

Refer to the Design Analysis Redacted, for detailed work description and requirements of each field of work to be performed. Attachment: 02 Design Analysis_Redacted - GLEN12-1027 Refer to the Design Drawings PDF, for detailed drawings. CAD drawings will be provided after award upon request to be updated for final As-Built drawings. Refer to Section 6 and Section 8 for requirements on as-built drawings. Attachment: 04 Design Drawings - GLEN12-1027 Refer to the Combined Specifications and Section 10 of this SOW for required specifications. Attachment: 07 Specifications - GLEN12-1027

PERIOD OF PERFORMANCE:

All work shall be completed within 300 calendar days of the issuance of Notice to Proceed.

Normal operating hours are weekdays, 7:00 am to 5:00 pm. The Contractor must arrange and obtain approval from the Contracting Officer (CO) to schedule work and facility access outside these hours. Weekdays would be considered “business days” for reference.

Traffic control measures and phasing shall allow for continuous access to all facilities and parking lots.

Contractor shall not work during any federal holidays without written approval from the CO.

Winter exclusions shall not be included in the performance period. Requests to alter these time limits shall be submitted to the Contracting Officer at least ten (10) business days in advance of the requested date.

Approximately fourteen (14) days out of the year, SAFB experiences weather delays and closures. Inclement weather, operational delays, and security related delays might affect the Contractor’s work periods. The contractor shall follow any base delays or closures. The Contractor must make allowances for these events, as resulting lost time will not be reimbursable. The contractor is to plan accordingly to make up any missed days due to closures or delays.

GENERAL:

Existing Conditions: Contractor shall field verify conditions prior to start of work to confirm plans match existing conditions.

Work Clearance Request: The Contractor shall provide valid maps clearly showing the location of areas needing work clearance and/or any infrastructure (road, utility lines, etc.,) that will need to be closed prior to work clearance being processed by 50 CES. Need by dates shall be submitted to the CES Project Manager fourteen (14) days before work may begin. If work is not completed within ninety (90) days of the clearance approval a new request must be submitted. Initial markings will be performed by government personnel. Once a permit is approved, the requestor/excavator will be required to maintain the utility markings until the work has been completed. Markings will be made using water-based paint. The permit will be invalid if the lines are no longer clearly marked in the area where work is being performed. A new permit will need to be submitted and approved before any further work is completed. For extended excavations, the contractor shall cut grass and trim around fences within the construction and storage sites to maintain a maximum height of four inches. A copy of the approved permit must be on site at all times while excavation is occurring.

1.1.10. When excavating, personnel will hand dig within two feet of either side (four feet diameter total) of any marked utility line. If the utility is not found after hand excavation, the excavator will contact the appropriate 50 CES / 50 SCS (Comm) representative for a more precise location by calling CE Customer Service at 567-2300. If the utility still cannot be found with the assistance of the CE/Comm representative, the excavation may proceed with caution in the area. Exceptions where power tools can be used are: (1) to remove existing pavement or floor surface if it has been determined that no utilities are in the pavement or floor or (2) to break the surface of the soil.

1.1.11. Should any of the coordination points indicate additional utility lines or structures to those already shown on the drawings, by sketch on the Contractor’s drawing or by field location marking, the Contractor shall be responsible for the protection of each of the indicated items. It is the responsibility of the Contractor to verify the exact location of all indicated utility lines and structures, and for the protection of the same, in the project work area. Should damage occur to any utility line or structure, the Contractor shall be responsible for the prompt repair of the damage to return the item to its original working condition.

1.1.12. If any utility is damaged, the excavator must immediately notify their project manager and CE Customer Service (567-2300) with the following information: (1) exact location, (2) type of utility damaged, (3) extent of damage, (4) name and phone number where personnel may be reached.

1.1.13. The excavator shall be held liable for any damage to utilities within the marked areas by construction equipment or materials, to include the cost of labor and materials for emergency responses.

1.1.14. Upon completion of the excavation project, the contractor shall remove all flags, stakes, and construction material for that project. Excavator will return the site to its original condition, remove all rocks, gravel, construction debris, or excess soil. Excavator will clean the site and lay seed as determined by the approving authority on the work clearance request.

1.1.15. Maps showing any new utility lines placed during excavation (if applicable) must be provided to 50 CES/CEN Geobase personnel at the completion of work.

1.1.16. Work during Utility Outages: The contractor shall have contingency plans for continuing work during utility outages caused by the contractor or outside forces. The plan must also include procedures for promptly repairing utility breaks/interruptions made by the contractor.

Outage Board Meetings: Prior to the requested outage date, the Contractor’s Project Manager/Superintendent may be required to attend the Schriever AFB Outage Board meeting (meets weekly) to present an brief their outage request and coordinate issues related to the outage board and impact to other affected facilities and utility systems. Outage request shall be requested no later than two weeks prior to the outage date.

Traffic Control: The contractor is responsible for establishing a traffic control plan in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and approved by 50 CES. Traffic control is the sole responsibility of the contractor. Traffic control plan shall be reviewed and approved by the government.

Restoration to Original Conditions: The contractor shall limit construction activities to those areas within the limits of disturbance. Any disturbance beyond these limits shall be restored to original condition by the contractor at the contractor’s expense.

Safety: The Contractor shall comply with all applicable Schriever AFB policies and regulations pertaining to safety, health, security, traffic control, fire prevention, and environmental protection. Contractor performing work must comply with EM 385-1-1, AR 385-10, OSHA 29 CFR 1910/1926, EPA & NFPA standards, all rehabilitation/environmental laws and regulations, all electrical work must comply with current NEC standards/comply with NFPA7E for electrical safety, HVAC must meet industrial hygiene ventilation standards, environmental dust suppression plan if required, asbestos air sampling/monitoring and abatement plan as required, if applicable wet saw for cutting operations adhered to (silica hazard abatement plan), confined space permitting as required, required respiratory protection, HAZCOM/SDS/PPE, and Job Hazard Analysis (JHA) compliance.

Fire Hydrants: The contractor shall coordinate with the Government Inspector prior to making any fire hydrant connections. A backflow preventer is required to be installed by contractor whenever a hydrant is used to supply water for construction site use.

Hot Work Permit: The contractor shall obtain hot work permits AF Form 592 prior to conducting any type of hot work or work that may emit sparks such as cutting metal, welding, etc. Permits are required before work may be commenced. It is the contractor's duty to timely obtain such permits.

Fill Material: Excess fill materials, including rock, gravel, broken concrete or asphalt, etc. shall be removed from the installation and disposed of in accordance with applicable state and local regulations, or as directed by the CO. Excess fill shall not be disposed of in any 100-year floodplain as regulated by County Land Use Department. Additional fill material shall be imported and delivered to the site from off the base grounds as a necessary part of the work.

Contractor Vehicles: The company name shall be prominently displayed on all Contractor vehicles operated on Schriever AFB. The Contractor may obtain temporary vehicle entry passes needed to transport materials and equipment at Building 15, the Pass and ID Facility. The Contractor shall be equipped to present proof of insurance, driver’s license, vehicle registration, and other documentation as needed to obtain vehicle pass. Entry to the restricted area of Schriever AFB will require a vehicle pass and additional clearances (i.e. for personnel) as described in section 01 55 04, Security Requirements for Schriever AFB. Attachment: 03 - Requirements - 01 55 04 - SAFB Security Requirements Meetings: Time and place of meetings shall be determined by the CO.

1.1.17. Kick-off Meeting: Before work begins on this contract, the CO will arrange for a meeting with the Contractor to discuss the contract in general, including administrative matters, project requirements, submittal procedures, approval and payment schedule, quality control expectations, traffic control, construction access requirements, as-built criteria, performance requirements, security procedures, accident prevention, safety, environment protection, and fire prevention briefings. The Contractor shall submit meeting minutes to the CO and Contract Manager (CM).

The following contract requirements and procedures will be discussed during the Pre-Construction Conference, but are not limited to:

a. Project Schedule

b. Contractor Work Progress Reporting Plan

c. Quality Control Plan

d. Accident Prevention Plan

e. Environment Protection Plan

f. Contractor Submittals

g. Contractor Storage/Laydown Yard

h. Utility Outages

i. Government Furnished Information and Materials

j. The SAFB Operating Conditions and The Base Personnel’s Specific Concerns

k. Restricted Area Security Requirements

l. As-Built Drawings and O&M Manuals

1.1.17.1. The meeting orients the Contractor on Government procedures, contractual lines of authority, and administrative/construction matters. If the magnitude of the project warrants, the preconstruction conference may be held in two parts. The first part of the conference in this case will cover the SAFB operating conditions, the base personnel’s specific concerns, and the Restricted Area Security Requirements and the second component will cover local administrative features between the Government agencies and the Contractor.

1.1.17.2. The agenda of this conference will cover introductions, safety, design briefings (as applicable), user coordination, defense materials system, environmental protection, administrative/technical requirements, Government and Contractor organizations, anticipated critical items, access and security, and potential problem areas. The Contractor Quality Control (CQC) system, Health and Safety plan and Environmental Protection plan are typically discussed in separate meetings.

1.1.17.3. The Contractor shall prepare detailed minutes of the meeting to include items discussed. The original minutes are forwarded to the CO and CM for review with formal written concurrence typically requested within 5 business days. The CO, CM and Contractor sign final minutes of the Pre-construction Conference and the original is sent to the CO and CM.

1.1.18. Pre-Construction Site Survey

The Contractor, prior to the start of any on site construction activities, shall conduct a condition survey with the CO and CM, after which the Contractor shall note the condition of any structural damage that may exist immediately within or adjacent to work site.

1.1.19. Progress Meetings

Bi-weekly progress meetings shall be held. The contractor shall provide the weekly project schedule updates prior to the bi-weekly progress meeting for discussion. These meetings will cover the progress made in the past period and will include any pertinent issues which could affect future contract progress. The Contractor will be responsible for providing Progress Meeting Minutes within two (2) business days after the conclusion of the meeting.

The following items shall be covered:

a. Meeting Attendees and Contact Information

b. Project Percent Complete (Actual and Scheduled)

c. Schedule

d. Two Week Look Ahead

e. Material Submittals and Statuses

f. RFI’s and Statuses

g. Resolution of Existing Issues

h. New Business

Delivery & Warranty:

The Contractor shall complete all requirements prior to final inspection. Following final inspection, two electronic copies of as-built drawings, O&M Manuals, and warranties on CDs shall be delivered to the CO within fourteen (14) calendar days.

Pre-Final Inspection:

The Contractor shall conduct a pre-final walk through inspection with Base personnel and findings will be listed on the Beneficial Occupancy Determination (BOD) form. The Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the Contracting Officer for review.

Final Inspection:

The Contractor shall conduct a final inspection with base personnel and findings will be listed on the Beneficial Occupancy Determination (BOD) form. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final inspection (punch list) report. A final inspection shall not be performed until the pre-final inspection (punch list) report has been resolved. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) or other appropriate organization for signature and acceptance, if applicable.

Final acceptance:

Upon successful final testing in presence of the CO and CM, final electronic copies of “as-built” drawings submitted to CO, and approved site clean-up, the contractor’s work will be complete.

WARRANTY:

The warranty period shall commence no sooner than completion and receipt of all documentation and final acceptance. All hardware shall be warranted for the duration of the Original Equipment Manufacturer’s (OEM) warranty and installation warranty. Warranty begins after Government acceptance.

This warranty period shall cover one (1) year of labor and material. Warranty shall include procurement, installation, reinstallation, replace, and repair and cover all project components to include all new equipment, associated components, power and system controls, software, firmware, coding, training, service certification and licensing upgrades (See FAR Clause 52.246-21).

The Contractor shall warrant to the government all parts, components and devices comprising the working system upgrade for one (1) year, beginning on the date of acceptance by the government. During this warranty period, no cost shall accrue to the government for any discovered needed repairs or replacement of any components in the system, including labor, parts acquisition, stocking charges, transportation or service calls associated with the repaired or replaced component.

SUBMITTALS:

In accordance with the AF Form 66 developed for this project.

Required Submittals: The contractor shall provide all materials, equipment and information submittals required by the Government for approval prior to the start of work, as listed in the submittal register, or attachments to this Statement of Work.

Color Selection: The materials requiring color selection shall be submitted as a package so colors and finishes can be coordinated. The contractor shall submit system configurations, manufacturer’s cut sheets and material information, along with the color data.

As-Built Drawings: See section 8 for As-built drawing requirements

1.1.20. The as-built drawings shall be submitted to the government in two parts:

1.1.20.1. CD or DVD with PDF of files - 2 Copies

1.1.20.2. CD or DVD with all CADD drawing files - 2 Copies

1.1.21. PDF and CADD files may be on the same disk

1.1.22. All drawings must contain a proper title block with all project information, and final date for as-builts must be noted on each drawing.

1.1.23. The Contractor is required to maintain the digital drawings to Final As-built completion for turn in back to CES.

1.1.24. When contractor is given only a hard copy for which to build as-builts the Contractor is still required to furnish a digital version of final as-built.

ENVIRONMENTAL REQUIRMENTS:

The contractor is responsible for adhering to all environmental protection, if applicable.

The Contractor must comply with the SAFB Overarching Environmental Specifications, which outlines provisions to help ensure Contractor compliance with environmental law. Contractor must provide Spill Prevention and Response Plan with every project.

The contractor shall adhere to all requirements as specified in the attached SAFB Environmental Supplement.

GEOGRAPHIC INFORMATION SYSTEM (GIS) DATA:

As-built drawings are required prior to end of Period of Performance. Drawings must conform to below CAD formatting.

Civil Drawings: All CIVIL drawing data will comply with the AEC CAD Standard Release 6.0 currently being used by Schriever AFB, Civil Engineer Squadron. These standards can be found at the website https://cadbimcenter.erdc.dren.mil/. All as-built drawing shall be delivered on a CD/DVD in both *.PDF and *.DWG format. All sheets should be converted to PDF by their discipline. All DWG files should be projected to both NAD 1983 State Plane Colorado Central FIPS 0502 US Feet and Geographic Coordinate System WGS 84 Zone 13. Duplication of this data in both coordinate systems assures compliance with both DOD and State standards. All civil drawings shall clearly indicate survey site control monuments for basis of bearings and distance.

The *.DWG file delivered shall be created using AutoCAD Map 3D 2017. Accuracy level of data provided shall be +/- .02 feet. All Civil drawings shall reflect mean combination ground to grid factor, be printed upon any calculation sheets anytime ground (modified) State Plane Coordinates are used, and be noted in the bearing source statement. Digital media must have an external label listing the name of the project and contract number and the words “As-Built Record Set”. The *.DWG’s shall be bound and have no external references. When opened the *.DWG’s shall be seen exactly as they should be plotted. Include any symbol libraries, font libraries, color tables, pen tables, plot configuration files, user command files, etc. necessary for a complete project. Compress, reduce, and/or purge all files using the appropriate utilities. All *.CTB and *.PC3 files shall be supplied if used on the project.

Architectural/Mechanical/Electrical/Plumbing/Structural Drawings As-built drawings shall conform to AEC CAD Standard Release 6.0 currently being used by Schriever AFB, Civil Engineer Squadron. These standards can be found at the website https://cadbimcenter.erdc.dren.mil/. The Industry Standard model file and sheet naming conventions, consisting of a Discipline/Code Designator, Drawing Type Code, Sheet Type Code/Designator, and Sheet Sequence Identifier shall be used for all submissions – diagrams of this naming convention can be found in the AEC CAD Standards. Where layers are not specified, the National CAD Standard will be used. All submittals will include any standard sheets (abbreviations, symbols, fonts, etc.) necessary for a complete project. Architectural units will be used for all drawings (within five (5) feet of the structure extents). Acceptable drawing scales depend on the type of drawing and size of area the drawing encompasses – a detailed description of which drawing scale to select can be found in the current AEC CAD Standards.

Title Blocks shall have the GLEN number and/or contract number on all sheets. “RECORD DRAWING” shall be added below the title block on all sheets. The Government will provide the Contractor with an existing facility CAD file using our standard Title Block template. The contractor is to use this file to develop all their as-built drawings and will provide back to the Government a complete updated facility CAD file reflecting all new construction. The contractor will return AutoCAD .DWG files regardless of what they received as Bid documents or Existing documents. All As-Builts are to be returned back to the Government as an AutoCAD .DWG product.

Contractor Shop Drawings shall be incorporated into the As-Built Drawings. Contract drawings will not be used to prepare shop drawings. Design plans prepared by the Contractor shall include the designer’s name on the As-Built Drawings.

All CAD documents submitted to government for as-builts will be brought up to AEC CAD Standards within the project limits of construction project. Any new lines, polygons, hatching, text, dimensions, line styles, dim styles, etc. drafted by the contractor on the existing CAD file shall be drawn in the most current AEC CAD Standard being used by Schriever AFB, Civil Engineer Squadron, regardless of CAD file given.

SECURITY REQUIREMENTS:

Contractor personnel performing work under this contract must be able to document appropriate vehicle registration and insurance, as well as driver identification at time of the proposal submission, and must maintain the level of security required for the life of the contract. The contractor shall maintain vehicle registration, insurance, and driver certifications for the duration of the contract.

Contractor is required to provide identification badges for their employees. All Contractor personnel shall wear these badges while on Schriever Air Force Base (SAFB). Badges are required to identify the individual, company name, and be clearly and distinctly marked as Contractor. These are not substitutes for visitor, temporary or any other SAFB generated badges.

The contractor shall comply with all SAFB security requirements. SAFB is a controlled/restricted area and special security procedures are utilized to deter espionage, sabotage, and theft of Air Force resources. The contractor shall be responsible for security of his work areas in cooperation with applicable base agencies.

The contractor shall appoint, in writing to the Government, a Security Representative to arrange all needed security support for this SOW. The contractor shall arrange all needed security support for this project. Contractor shall coordinate security matters with the 50 50 CES and other base agencies, as needed. Assistance from the 50 CES Security Manager and 50 Security Forces Squadron (SFS) personnel will be provided to the contractor’s Security Officer.

It is the sole responsibility of the Contractor to obtain any and all required escorts prior to starting work.

Short-Term Restricted Areas Security Requirements (60 days or less)

1.1.25. All Contractors working at Schriever AFB for a total project time less than 60 days will not receive Temporary Access Badges.

1.1.26. Short-Term Contractors working in the Restricted Area will be required to have: cleared, escort trained personnel, capable of providing escort services in accordance with Schriever AFB and 50th Space Wing Security Policy; OR obtain the services of a private escort company cleared to provide escort services on Schriever AFB. Escort officials are responsible for the conduct of those they are escorting.

1.1.27. Government project personnel will not be able to perform escort duties for contractor personnel. It is the sole responsibility of the Contractor to obtain escorts as required.

1.1.28. The number of escorted employees within the Restricted Area shall not exceed 10 per escort, and positive visual identification with each escorted employee shall be maintained at all times.

Long Term Work Within the Restricted Areas (Longer than 60 days)

1.1.29. The contractor shall appoint, in writing to the Government, a Security Representative to arrange all needed security support for this SOW. The contractor shall arrange all needed security support for this project. Contractor shall coordinate security matters with the 50 CES and other base agencies, as needed. Assistance from the 50 CES Security Manager and 50 Security Forces Squadron (SFS) personnel will be provided to the contractor’s Security Officer. The contractor shall initiate unescorted entry authorization requests and National Agency Check (NAC) no later than thirty (30) calendar days after employee start date. The contractor shall limit the number of designated escort officials (“E” badges) to no more than 25% (Maximum) of the permanent work force, including all subcontract employees.

The contractor shall request, obtain and properly use vehicle passes for all vehicles used in the performance of this contract, in accordance with AFI 31-218, Air Force Motor Vehicle Traffic Supervision.

To qualify for unescorted entry to SAFB an employee shall obtain a favorable NAC. The contractor shall initiate the NAC by completing a Standard Form 85P, using the latest version of the Electronic Personnel Security Questionnaire (EPSQ) program (available for download at Website www.dss.mil). The NAC requires the employee to authorize an “employment,” “residence,” and “criminal” history records check, and submit to fingerprinting. The Government shall conduct and cover the cost of the actual NAC. Upon favorable adjudication of the records check results, interim unescorted entry may be granted pending completion of NAC. Unescorted entry based on a favorable records check will be limited to Area 7 (main base portion of SAFB).

The contractor shall direct each eligible employee to personally report to their Security Representative who will work with the 50 CES Security Manager for completion of the AF Form 2586 Unescorted Entry Authorization Certificate. Contractor employees will not be allowed unescorted entry to SAFB secured buildings until these procedures have been completed.

Employees without unescorted entry authority will be continuously escorted while in a restricted area. The restricted/controlled area badge shall only be valid for the employee’s term of employment or for the duration of the contract, whichever is shorter. Upon employee termination, the contractor shall surrender the restricted/controlled area badge to 50 SFS Building 15, Pass and Registration Office, no later than 3:00 p.m. on the following workday.

When inside restricted areas, contractor personnel shall, at all times, display restricted/controlled area badges on their outer garments above the waist. Remove and secure the restricted/controlled area badges immediately upon departure from the restricted area to prevent loss. Incidents of a person not properly displaying badges or violating escort procedures (e.g. working out of view of escort) shall be treated as a breach of security and that person shall be susceptible to apprehension, search and detainment. Any person inside a restricted area without a restricted/controlled area badge will be detained or apprehended, searched, removed, and turned over to appropriate authorities for disposition. The contractor shall insure personnel are briefed on base security requirements.

Access to classified information by contractor personnel during performance of this contract is prohibited. However, contractor performance shall be within controlled areas that shall require contractor compliance with various levels of security and require certain established personnel security entry control procedures.

The installation commander reserves the right to deny entry to SAFB to any person whose NAC is unfavorable or upon disclosure of information that indicates the individual’s continued entry to SAFB is not in the best interest of the USAF. Additionally, the violation of or deviation from established security procedures by any contractor employee may result in the confiscation of restricted/controlled area badges and denial of future entry to SAFB.

Restricted/Controlled Area badges issued to contractor personnel are subject to recall for inventory and verification purposes. Contractor personnel shall surrender restricted/ controlled area badges to Government personnel conducting such inventory and/or verification immediately upon notification.

The contractor shall provide an Employee Access List (EAL) to the Contracting Officer, 50 CES Security Manager, and B24 Security Office by the second workday of each month or as requested. The EAL shall be maintained current and correct at all times and shall include the name of each employee and their restricted/controlled area badge number, and vehicle listing with description. The EAL shall be on company stationery and signed by the contractor’s Security Officer or an Officer of the Company.

50 SFS personnel & Warfare Center Det 1 will verify the identity and entry authorization of each contractor employee and vehicle, and may conduct a search of any baggage, articles, or vehicles on SAFB.

Contractor employees requiring entry, but not requiring unescorted entry, will be issued a visitor badge and will be under direct surveillance at all times by a contractor employee possessing a restricted/controlled area badge with escort authority. Contractor employees entering SAFB will obtain their visitor badge from the 50 SFS, Building 15. The visitor badge will be returned to the entry controller each time the employee departs the SAFB controlled area. While within the SAFB controlled area, contractor personnel will display the visitor badge on their outer garment above the waist and shall remain at all times within view of the escort official. The escort for all contractor personnel shall maintain positive visual contact with escorted employees at all times.

The contractor shall immediately report the occurrence of lost badge(s) to the 50 CES Security Manager, who will in turn report to 50 SFS. If the 50 CES Security Manager is not available, the loss shall be reported directly to 50 SFS within one duty day of loss. Replacement badge will not be issued until reporting procedures are satisfactorily completed.

All costs incurred by the contractor associated with security requirements (with exception of the NAC investigations) including submission of necessary security investigation paperwork, routine entry/exit delays, and operational delays due to contingencies or exercises, are to be anticipated by the contractor and shall be included in the price of the contract. Base exercises are estimated to occur approximately 15 workdays per year; however, during contingencies and exercises the contractor’s work will normally be rescheduled.

The contractor shall obtain all necessary cards, passes, buttons, decals, or other items required for access to the area or areas in which work will be performed. The contractor shall apply for all vehicle and individual identification media at the SAFB Security Forces Squadron; Visitor Control Center, Building 15. All personnel operating a vehicle on SAFB shall obtain a vehicle registration pass. The contractor shall provide proper state registration, proof of insurance, valid driver’s license and proof of vehicle emissions testing in order to register the vehicle and drive on base. Upon completion or termination of the contract or an individual’s employment on the job, the contractor shall immediately retrieve the identification media issued above and surrender it to the Security Forces, SAFB Visitor Control Center, and Building 15.

On average, approximately 15 times per year, for four hours in duration, small portions of the installation will be closed to non-essential personnel due to disaster, emergency and contingency responses or exercises. This does not relieve the contractor from responsibilities of performing work in a timely manner, except when the base is closed by the Wing Commander for weather.

The contractor shall be responsible for safeguarding all Government property. At the close of each workday, Government facilities, equipment and materials shall be secured.

REFERENCES:

Work shall be performed in accordance with the applicable federal, state, Schriever AFB, and local codes or standards. The contractor is responsible to research all applicable codes for each project and meet codes and provide a safe useable system. If there is a conflict between the references and information provided by the Government, the contractor shall immediately notify the Contracting Officer for direction.

Whole Building Design Guide (WBDG).

Schriever Air Force Base Instillation Facilities Standards (IFS) Unified Facilities Criteria (UFC).

Unified Facilities Guide Specification (UFGS) International Building Code (IBC) International Plumbing code (IPC), latest Edition.

National Fire Protection Agency (NFPA), latest editions.

National Electrical Code (NEC), latest Edition.

National Electrical Safety Code (NESC), latest edition.

NFPA 780 Lighting & Grounding International Energy Conservation Code (IECC), latest edition.

National Institute of Standards and Technology (NIST), latest edition.

American Society of Civil Engineers (ASCE) American Society of Testing and Materials (ASTM) ANSI / ISA 95: International Enterprise Control System Integration Standard ANSI/ISA 99, IEC 62443: Security for Industrial Automation & Control Systems Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009

Occupational Safety and Health Administration (OSHA) Regulations.

AMERICANS WITH DISABILITIES ACT STANDARDS, 2010

ATTACHMENTS:

· 02 Design Analysis_Redacted - GLEN12-1027

· 03 - Requirements - 01 55 04 - SAFB Security Requirements

· 04 Design Drawings - GLEN12-1027

· 05 Existing Conditions Drawing - GLEN12-1027

· 06 Schriever AFB IFS

· 07 SAFB Environmental Supplement

· 08 - Planning - Project AF 66 Form - GLEN12-1027

· 09 Wage Determination Schriever Air Force Base “Masters of Space, Home of the 50th Space Wing!”

17 | Page Schriever Air Force Base “Masters of Space, Home of the 50th Space Wing!”

image1.emf