FA4620-17-R-B001_Atch_6_MACC_Specs_25_Oct_16.pdf

FA4620-17-R-B001

Attachment 6 25 Oct 2016

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

Fairchild AFB, Washington

MACC SPECIFICATION OF WORK

GENERAL CONTRACT PROVISIONS

SECTION DESCRIPTION PAGES

01000

GENERAL CONTRACT REQUIREMENTS

01000-1 thru 01000-2

01100 GENERAL SITE REQUIREMENTS

01100-1 thru 0110 -5

01200 ENVIRONMENTAL CONTROLS 01200-1 thru 0120-5

01300

TECHNICAL REFERENCES 01300-1 thru 01300-8

01400 GENERAL DESIGN REQUIREMENTS

01400-1 thru 01400-22

01500 CONSTRUCTION PERFORMANCE

CRITERIA

01500-1

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01000-1

SECTION 01000

GENERAL CONTRACT REQUIREMENTS

1. Contract Description: The Multiple Award Construction Contract (MACC) is an Indefinite- Delivery, Indefinite-Quantity (IDIQ) Contract for execution of a broad range of maintenance, repair and minor construction projects affecting real property at Fairchild Air Force Base (FAFB), Washington. All associated sites are within 80 miles of FAFB (JPRA training academy and Survival School off base sites). A ‘Task Order Request for Proposal’ (TORFP) will be issued under this MACC contract to define specific project requirements involving Design-Build and/or Build only requirements. No changes or exceptions to these documents are allowed without the expressed written approval of the Contracting Officer (CO).

Design-Build is a method of project delivery in which one entity – the Design-Build team (Designer and Constructor) – works under a single contract with a single point of responsibility to provide design and construction services. Design-Build is an alternative to the traditional Design-Bid-Build project delivery method. To be clear, under the Design-Bid-Build approach, design and construction services are split into separate entities, separate contracts, separate work, separate responsibility. In all regards, one of the measures of the Contractor’s effectiveness of this Task Order management and design, which will be a factor in the final performance evaluation of the Contractor, will be how well the goal of minimizing changes to the accepted design is met in a Design-Build delivery. The use of effective Quality Control during design and construction and the use of experienced and capable designers will also be considered factors.

Task Order (TO) execution will be directed by one of the following work elements:

1.1 Work Element No. 1 (Design-Build Effort Required): MACC Contractor shall develop project design documentation including drawings, specifications, design analysis, etc… representative of a 35%, 65%, 95%, and/or 100% design effort, as identified within each TO.

Upon completion of design, and upon direction by the Government, construction shall commence and be completed in accordance with TO requirements. See also Section 01400, General Design Requirements, paragraph 11, 15% Design for contractor concepts provided at time of proposal which will be evaluated by the Government.

1.2 Work Element No. 2 (Design-Build Effort Required with Provided Partial Design):

MACC Contractor shall be provided a previously accomplished preliminary/ intermediate design effort (e.g., 15% / 35% equivalent design) including available drawings, specifications, and/or design analysis, etc... which shall be developed to the appropriate level of design per the requirements of the TO (35% / 65% / 95% / 100% final or a combination thereof). Upon completion and approval of the appropriate level of design per the TO, and upon direction by the Government, construction shall commence and be completed in accordance with TO requirements.

1.3 Work Element No. 3 (Construction Effort Only): MACC Contractor shall be provided a

100% completed design document (drawings, specifications, and/or design analysis etc.) to initiate and complete construction execution in accordance with TO requirements.

2. Contract Requirements: The contractor shall furnish all personnel, labor, equipment, tools, materials, supervision, and other items and services necessary to design, manage, and

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01000-2 accomplish a broad range of repair, alteration, and/or new construction work on various real property facilities. The projects will include tasks in a variety of trades such as demolition, site work, excavation, cast-in-place concrete, masonry, structural steel, electrical, mechanical (including HVAC), painting, carpentry, roofing, millwork, road repair, HAZMAT surveys and other specialty and general contracting work.

3. Contractor Organization: The contractor shall have available a design and construction staff to respond to the requirements of this multi-discipline IDIQ type contract. The contractor’s organizational approach shall integrate with this staff to provide project management, project design/engineering, on-site superintendence, Quality Control, and administration.

4. Ordering Procedures: As the need arises for performance under the terms of this contract, the CO or authorized representative will issue a TORFP providing a synopsis of the proposed project requirements, define the government evaluation method(s) to be used for subsequent award of TO, and establish the date, time and location of the pre-proposal site visit. Pre- Proposal site visits are mandatory.

4.1 Proposals: In response to TORFPs, contractors shall submit price proposals, consisting of completing the Government provided Price Schedule. In addition, as requested provide a Schedule of Values that follows Construction Specifications Institute format breakdown by the applicable Division(s) that supports the Price Schedule. In general, this will portray how the contractor divides the pricing for the major segments of work among the Divisions and its Sub-contractors used on the particular TORFP. The purpose of this Schedule of Values is to allocate, to each major segment of work, its share of the total cost of construction. These will be lump sum prices, not by quantity or unit, including Contractor’s Overhead and Profit. These lump sum costs shall also include applicable delivery, taxes, insurance, equipment rentals, and similar costs. This Schedule of Values is for the Government’s information only.

5. Project Locations: The contractor shall accomplish all work under this contract at FAFB, Washington, including but not limited to Cusick and White Bluffs, in accordance with each TO.

6. Standard Working Hours: The standard hours of work are from 0730 to 1630 hours, Monday through Friday, excluding Federal holidays. Hours may be modified in accordance with each individual TO.

7. Project Phases: Design-Build and Construction Only projects are broken out by Phases and usually are: Phase I – Design (for Design-Build projects), Material Gathering and Submittals, Phase II – Physical Work and Phase III – Close-out. However, on occasion the Phases may be combined. Sections within the FAFB Base Design Standard (BDS) provide for the specific requirements to be met by the contractor for each phase. Refer to contract TO award documents, which provide for the schedule duration for each of the Phases and daily rate for the assessment of liquidated damages if the phase schedules are not met on time.

8. Submittals: Upon issuance of a TO, the Contractor shall submit work plans, samples, brochures, manufacturers data, product data sheets, shop drawings and/or certificates of materials (relative to the construction execution) to the CO for acceptance prior to their installation within the project, in accordance with design criteria/specifications and TO Requirements. The Government will consider the Contractor’s submittals as being submitted for information only, however it reserves the right to raise any design and construction issue which may not comply with the TO or conform to the requirements of the contract. If the material submittals provided are in variance from the governing design specifications, the Contractor

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01000-3 shall describe such variations in writing at the time of submission and request a variance from the design criteria in accordance with the terms and conditions of the contract. This shall be submitted as an Architect’s Supplemental Instructions (ASI) to the designer with a copy to the Government. Failure to provide such notification will not relieve the Contractor from his responsibility of meeting the design criteria and/or contract specifications regardless of whether or not the submittal is approved by the Government. Material submittals shall be as specified under each specification section. Provide submittals to the CO via e-mail unless document attachments(s) are to large (total greater than 10MB). If hardcopies are submitted, provide 2 hardcopies and the file(s) on CD. All the material submittals as indicated in the applicable specification section shall be submitted at the same time. If the submittal requirement is listed on the drawings, all material submittals of like work shall be submitted simultaneously and with all corresponding specification sections. Failure to submit all material submittals associated with an individual specification section at the same time will be cause for rejection. If submittals are incomplete or deficient, requiring correction by the Contractor and resubmittal for review, the impact of rehandling and reviewing shall be absorbed by the Contractor.

9. Real Property Project Checklist: Before project completion, the contractor shall complete and submit for approval the Real Property Project Checklist (DD Form 1354)(preliminary (Phase I), interim (Phase II) and final (Phase III)) as provided. Coordinate with Real Property (CEIAP) for applicability and Construction Management (CENM) for any assistance needed in filling out the form.

10. Weather: Winter exclusion periods shall be identified by individual TO. Reference FAFB BDS for additional information/direction regarding weather requirements.

11. Government Furnished Materials: Per specific TO, Government Furnished Materials (GFM) may be provided for the contractor to install. The contractor shall include the associated costs of installing these materials; reference Section 01000, paragraph 4, Ordering Procedures. As specifically requested, the contractor shall comply with any and all requirements associated with

GFM.

End of Section

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01100-1

SECTION 01100

GENERAL SITE REQUIREMENTS

1. Coordination and Access to Site: Coordination with affected facility occupants (Using Agency) shall be made through the CO and/or the CO’s designated representative to assist the Contractor in completing the work with a minimum of interference and inconvenience. Upon award of basic contract, long-term passes shall be issued which will allow all contractor-controlled vehicles to access the Base in accordance with local procedures.

TEMPORARY CONSTRUCTION WAIVER/SECURITY FREE ZONE WAIVER: The Base will process a Temporary Construction Waiver for work on or near the airfield. The Base will also process a Security Free Zone waiver for work on or near the airfield or in security sensitive areas. Allow a minimum of 35 days (concurrent) to process each. The contractor will not be allowed to start the on-site work until each waiver has been approved. The waivers will be initiated based on the contractor’s submitted Progress schedule. (Include this for work on/near the airfield and/or security sensitive areas. Coordinate with CENM/Airfield Management about Temporary Construction Waivers and coordinate with CENM/Security Forces about Security Free Zones.)

1.1 Security Free Zone Perimeter: The contractor shall provide barricades along the perimeter (generally the work limits) to delineate the security free zone area, applicable only to paved areas. The FOD barrier will suffice if a FOD barrier is required. Otherwise, the contractor shall provide weighted, metal rod stanchions, with pigtail tops, every 25’ to include yellow flashers. A red rope shall be strung between the stanchions. Flightline driving procedures shall be followed as required per TO.

2. Force Protection Condition (FPCON) Restrictions: Access to Base may be restricted dependent upon the established ‘FPCON’ level at any time during the execution of the TO.

Contractor shall be issued badge and vehicle pass allowing unrestricted access to the Base throughout FPCON levels ‘A’ and ‘B’. Increased FPCON levels approaching ‘C’ and/or ‘D’ shall be more restrictive, requiring further confirmation of current security requirements as provided by CO. The CO or his technical representative will notify the contractor if changes in real world FPCON conditions or severe weather occur. (Note: Restrictions are based on real world FPCON levels. Exercise FPCON levels are not applicable to any restrictions on contract activities, unless previously coordinated otherwise.) Contractor shall also comply with real world conditions as the situation warrants, for example active shooter. The contractor shall also address, coordinate and comply with all weather issues. During such issues, the contractor shall be responsible for safety and security of his job sites(s). The Government shall endeavor to notify the contractor of weather issues as they become informed.

3. Utility Locates and Outages: Before construction associated with TO begins, the Contractor shall coordinate with the Construction Manager (CM) the location of all existing utilities in accordance with the FAFB BDS. Utility identification shall be as described in each TO and may require the MACC Contractor to perform location of all utilities in support of project. Normal procedures typically involve the Government providing utility identification by indication with paint lines at grade and the MACC Contractor shall be responsible for marking limits of pending construction zones with white paint or white flagging to aid Government personnel in identification of utilities (as detailed in TO). Contractor shall allow a minimum of fourteen (14) days to obtain ‘Work Clearance Request’ (AF Form 103) and shall have an approved Work

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01100-2

Clearance Request on hand prior to accomplishing physical site work in the affected area. The Contractor is responsible to maintain all utility markings. Proposed utility outages which affect a facility and any other adjacent facilities shall be coordinated with the CM fourteen (14) days prior to the start of the outage. Outages shall be kept to a minimum and any one outage shall not last more than 2 hours unless otherwise noted in specific TO.

4. Work Layout and Site Management: The Contractor shall coordinate the proposed layout of the work with the Construction Manager (CM) and submit various site plans, field office requirements, dust control plans, and proposed storage areas in accordance with the project requirements associated with each TO.

4.1 Administrative Field Offices and Material Storage Trailers: The exterior need not comply with base standard colors; however, as required by FAFB BDS, office and storage trailers shall be skirted, with skirting color matching body color. See FAFB BDS for more guidance.

4.2 Staging/Material Storage Area(s): The requirement for lay-down areas (staging areas) associated with a TO shall be dependent upon the size of project and in accordance with specific criteria as detailed in the TO. Prior to starting the work, the Contractor shall submit site plan through the CO for the Base Civil Engineer approval, showing the layout and details of all temporary facilities planned for use on identified TO. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage areas, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas as required by the TO. Site photographs prior to the start of work will be included with the plan. At completion of work, the Contractor shall remove the facilities and restore the site to its original condition. For most construction projects, the Base Civil Engineer will provide the contractor with a single staging area directly adjacent the project site. A supplemental storage area will be identified as required by the detailed TO. All staging areas determined necessary by the detailed TO shall be completely screened with eight-foot high chain-link construction fencing and include visual screening with brown mesh.

4.3 All Contractor trailers, stored materials, and idle equipment shall be located in the designated staging area associated with each TO. The staging area shall be kept clean and orderly. Tarps are to be used, as necessary, to secure loose materials. The CM via the CO is the sole judge as to what constitutes an acceptable staging area. Dumpsters may be located outside the staging area, but must be sited as approved by the CM via the CO. Any movement of a dumpster to another area on the project site must be approved by the CM via the CO.

4.4 All items in the staging area shall be promptly removed when no longer needed or when the contract is completed. The same holds true if the contractor has multiple TOs that are using a single staging area.

4.5 Dirt and Dust Control Plan: The Contractor shall submit a plan for controlling dirt, debris, and dust on base roadways. As a minimum, the plan shall identify the subcontractor and equipment for cleaning along the haul route and measures to reduce dirt, dust, and debris from roadways.

4.6 Dumpsters: Use only commercial provided dumpsters. Equip dumpsters with a secure cover. The cover shall be closed at all times, except when being loaded with trash and debris. Locate dumpsters behind the construction fence/Contractor lay-down area. Empty

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01100-3 site dumpsters at least once a week, or as needed to keep the site free of debris and trash.

See FAFB BDS for further guidance.

4.7 Temporary Sanitation Facilities: All temporary sewer and sanitation facilities shall be self contained units with both urinals and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the CO . The doors shall be self-closing. Do not locate outside of a visually screened staging area,

4.8 Construction and Safety Fence: Enclose the construction site, staging area, and/or supplemental storage area with a 2.5 m (8 foot) high chain link fence with brown, UV light resistant, plastic fabric (Dark Brown) mesh netting (similar to tennis court), and gates.

Remove the fence upon completion and acceptance of the work. The intent is to block the construction from public view. The Contractor shall also provide temporary safety fences at the construction activities within the fenced construction site and also outside of the fenced area that involve safety hazards affecting both construction workers and the general public.

The safety fence shall be in accordance with OSHA standards, consisting of a high-density polyethylene grid or approved equal, a minimum of 1.1 m (42 inches) high, supported and tightly secured to steel posts located on minimum 3 m (10 foot) centers. The Contractor shall remove the fence from the work site upon completion of the TO.

4.9 Maintenance: Contractor shall have all grassed areas (or weeds) impacted by the project constraints, including the overall construction and associated storage sites or lay-down areas maintained. Maintenance will be conducted in such a manner that weeds will not be allowed to set or disperse seed. This includes providing supplemental irrigation if existing irrigation system is impacted by project and non-operational. Grass and lawn areas shall be mowed to a 3-inch height at least once a week during the growing season unless the grassed area is not visible to the public. Trim the grass around fences at time of grass cutting. Grass or weeds on stockpiled earth (as required by specific TO) shall be maintained as described above. Trim the grass around fences at time of grass cutting. Grass or weeds on stockpiled earth shall be maintained as described above. Trees and general landscape materials impacted shall be maintained in typical industry standard fashion and in accordance with acceptable practices.

4.10 Grass Seed Establishment Period: The seed establishment period to obtain a healthy stand of grass plants shall commence and end as specified in the TO. Contractor shall incorporate any seed establishment into their performance period. Written calendar time period shall be furnished for the seed establishment period within the established period of performance of the contract. When there is more than 1 seed establishment period, the boundaries of the seeded area covered for each period shall be described. The seed establishment period shall be modified for inclement weather, shut down periods, or for separate completion dates of areas. An ‘Exclusionary’ Period shall be in effect during the Fall/Winter season starting 15 November through 15 April when no site restoration activities shall occur.

4.11 Disposal of Trees: The general extent of tree removal in support of project shall be indicated on project drawings. In lieu of such information, an initial survey of trees that will be affected by a project will be completed prior to project execution to determine if marketable timber exists on the project site. A general guide is that marketable timber exists if the project site is approximately 1/8 to 1/4 acre and at least 15-20 evergreen trees (usually Douglas Fir and Western Red Cedar) of 10"-24" diameter breast height exist on the site. If

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01100-4 marketable timber is determined to exist, immediately contact the base forester in the Asset Management flight for further guidance. If marketable timber is determined not to be present, the trees on site will be cut down for disposal off site or firewood. Forest debris is all limbs and treetops of less than 6" diameter, and all stumps.

4.11.1 Sawlogs are cut from trees that are 10" in diameter at breast height, from the tree butt up to the point where the tree is less than 6" in diameter. The nominal length of sawlogs will be 32' long, unless there is not a 32' length in a tree. Sawlogs will be cut by a sales logger contracted by the prime contractor (coordinated through the Asset Management Flight).

4.11.2 Firewood is cut from trees that are less than 10" in diameter at breast height.

Trees will be cut in convenient lengths, limbed and transported to location as determined by Asset Management Flight. Sawlogs and fuelwood will be transported to a location as determined by Asset Management Flight 92 CES/CEI; Bldg 2451, 509-247-2313).

4.11.3 Forest debris removal is the responsibility of the construction contractor. The construction contractor will make every effort to provide forest debris to a composting facility or other facility that utilizes tree wastes. The sawlog contractor will not dispose of forest debris.

5. Protection of Government Property: Contractor shall protect all Government property within the project site, except for property required to be demolished. Property which is to be demolished shall be protected until its scheduled demolition time. Protection shall include, but not be limited to, protection from construction-generated dust, debris, water, and vibration. It shall also include protection from wind: blowing hazardous materials, insulation, roofing materials, building materials, etc.

6. Safety: All work shall be accomplished in accordance with USACE EM385-1-1, OSHA 29 CFR 1910, OSHA 29 1926, and applicable AFOSH Standards.

7. Protective Measures for Fire Prevention: The Contractor shall perform all work in a fire-safe manner. Fire Suppression/Alarm System Outage policy is facilitated by 92 CES Base Civil Engineer. In addition, work shall be performed in accordance with NFPA 241, Safeguarding Building Construction and Demolition Operations, including Appendix A. Special attention shall be provided for welding, cutting or open flame operations in accordance with AFOSH 91-5, and

29 CFR 1910-252.

7.1 No open flame operations such as welding, cutting, or brazing will be done without approval of the Fire Department.

7.2 Fire Department will issue an AF Form 592, “USAF Welding Cutting and Brazing Permit”, as verification of approval.

7.3 Fire extinguishers shall be required on construction equipment. A 10 ABC minimum rating is required for fire extinguishers.

8. Waste Disposal: All spoil, waste and debris removed from the work site, and not specified for reuse or identified as salvageable items, shall become the responsibility of the Contractor and shall be disposed of off-base in areas authorized by the applicable county and/or state agencies and in accordance with current rules and regulations governing the disposal of solid

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01100-5 waste. Disposal of hazardous waste shall be in compliance with local, state and federal standards as further described in Section 01200 – Environmental Controls. There are no disposal or borrow pits located on FAFB.

9. Work Clearance Request (Digging Permit): Prior to any excavation, the Contractor shall obtain an approved ‘Work Clearance Request’ (AF Form 103) from the Construction Manager (CM) in accordance with the FAFB BDS. Contractor shall notify the CM fourteen (14) days prior to the start of any excavation. Once marked (by either the Contractor or the Government), the Contractor shall maintain all utility marks.

10. Ozone-Depleting Substances: The use of ozone-depleting substances will not be utilized during the completion of this project in accordance with Section 326 of the National Defense Authorization Act for current Fiscal Year (Public Law 102-484).

11. Coordination, Safety and Regulatory Requirements:

11.1 Airfield Safety: The FAFB Airfield includes a Restricted Access Security Area, identified by a red boundary line and entry control points labeled “Entry Point.” Individual TOs will identify applicable safety and security requirements. Airfield Manager and Base Operations will brief all workers and truck drivers on Flightline driving procedures. The Flightline Driving Briefing and Agreement for Contractor and TDY Personnel will be conducted by Airfield Management. This agreement, along with Contractor Badges (issued by Base Security Forces) shall be carried by all individuals operating vehicles on the Flightline.

12. Special Events: FAFB may schedule a variety of special events during the contract effort.

During the course of these events, more stringent standards may be required for contract operations. Examples are stricter requirements for staging areas, worksites, and haul routes.

The CM via the CO will provide specific requirements to the Contractor. The special events, and their approximate time periods will be as identified during the TO performance period. This shall also include brief quiet periods, reveille and retreat, changes of command, and the like.

13. Safety Cones and Barricades: Standard orange safety cones are authorized for use on a temporary basis only. The use of safety cones (regardless of color) is limited to short-term duration not exceeding one (1) workday. Sawhorse type barricades (white with orange banding) is the only allowed safety barricade authorized for extended periods exceeding one (1) day.

Safety cones left over the authorized time period will be confiscated by the Base. The use of yellow safety tape to outline limits of access to a site is not allowed.

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01200-1

SECTION 01200

ENVIRONMENTAL CONTROLS

1. Presence of Hazardous Materials (HAZMAT): The contractor is advised that hazardous materials (HAZMAT) may be encountered during the execution of TOs. When a TO identifies a Government-provided 100% complete design, a HAZMAT Survey will be typically included as part of the design submittal. When a HAZMAT Survey cannot be provided, or when the TO specifically requires the MACC Contractor to include the development of the HAZMAT Survey, the contractor will be responsible to perform a HAZMAT Survey of all anticipated surfaces/areas involved with the project that can be suspected of containing hazardous materials which will impact the construction/renovation process. This tasking will be required to establish the extent of hazardous materials which will require abatement or special handling procedures during the execution of the following-on construction/ renovation project. The potential hazardous materials may include asbestos, lead-based paint, polychlorinated biphenyl (PCB), radon, radioactive materials, and other materials identified by the Environmental Protection Agency which typically affect construction. Based upon the results of the survey, any areas requiring remediation that were not specifically identified in the project will be treated as a differing site condition.

2. Asbestos-Containing Material (ACM): The contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in area(s) where contract work is to be performed. Friable asbestos-containing material means any material that contains more than one percent asbestos by weight that hand pressure can crumble, pulverize or reduce to powder when dry. Non-friable asbestos-containing materials are materials in which asbestos fibers are bound by a matrix material, saturate, impregnate, or coating. Non-friable asbestos-containing materials do not normally release airborne asbestos fiber during routine handling and end use.

However, excessive fiber concentrations may be produced during controlled abrading, sanding, drilling, cutting, machining, removal, demolition, or other similar activities. Care must be taken to avoid releasing, or causing to be released, asbestos fiber into the atmosphere where they may be inhaled or ingested.

2.1 OSHA has set standards at 29 CFR 1926.58 for exposure to airborne concentrations of asbestos fibers, methods of compliance, medical surveillance, housekeeping procedures, and measures that must be taken when working with or around asbestos-containing other materials. 29 CFR 1926.58 has been identified as applicable to construction (29 CFR

1926.55 gases, vapors, fumes, dusts and mists). The Environmental Protection Agency (EPA) has established standards at 40 CFR 61.140-156 for the control of asbestos emissions to the environment and the handling and disposal of asbestos wastes. All precautions, to include proper work practices, medical surveillance, respiratory protection, industrial hygiene, and environmental protection requirements of OSHA (29 CFR 1926.58), EPA (40 CFR61.140-156), and DA Circular 40-83-4, as applicable, shall be strictly adhered.

2.2 Asbestos Survey: When required by the TO, the following will be performed: The Design Team and/or hazardous material consultant shall survey the existing facility/site in accordance with 40 CFR 763.86 ‘Asbestos Hazard Emergency Response Act (AHERA) protocol’ or Spokane Regional Clean Air Agency (SRCAA) requirements in preparation for the development of asbestos abatement contract documentation.

01200-2

3. Lead Based Paint (LBP):

3.1 Lead-Based Paint Survey: The contractor is advised that material containing lead based paint may be encountered in area(s) where contract work is to be performed. When required by the TO, the following will be performed: The Designer and/or hazardous material consultant shall survey the existing facility/site and sample all painted surfaces which are scheduled to be demolished, affected or otherwise disturbed during the accomplishment of this project. At a minimum the survey report will include a map indicating surfaces tested; a summary of surfaces tested and their results; certification of calibration of all equipment utilized; and a statement indicating the technician performing the survey has at least 3 years of experience performing this type of survey. In addition, any substrate which tests positive for LBP using XRF or other sampling means, will have a TCLP analysis performed on it. A TCLP must be performed on material representative of each building material and substrate which tested positive.

4. Polychlorinated Biphenyl (PCB): The building or facilities associated with individual TOs may contain fluorescent light fixtures and associated ballasts which may or may not contain hazardous materials. The Contractor shall assume that all fluorescent light fixtures and associated ballasts are hazardous (containing PCBs) and prepare the design and subsequent cost proposal accordingly. If upon execution of project, it is determined by the MACC contractor (through coordination with the CM and Bio-Environmental Engineering) that existing fluorescent ballasts are non-hazardous (officially labeled as “No PCBs”), then disposal shall be as normal ordinary solid waste. Management of spent fluorescent fixture tubes must be managed as 'Universal Waste' in accordance with WAC 173-303-573, or disposed of at an approved landfill certified for the receipt of such waste.

5. Hazardous Waste Storage: The management of any hazardous waste shall follow the Base Hazardous Waste Management Plan as prepared by the FAFB Asset Management Flight). This Plan establishes procedures and taskings that all contractor personnel on FAFB, will observe in dealing with hazardous wastes as generated by this contract. Contractor can request a copy of the Plan from the Asset Management Flight for incorporation into this contract. Paint and solvent residues, outdated paints and solvents, spill or cleanup residues, and any other wastes designated as being dangerous by the Washington Department of Ecology (WDOE) dangerous waste regulations (WAC 173-303 and WAC 296-155-176), will be accurately identified as dangerous/hazardous waste and will be managed in accordance with all applicable Federal, State, and Local regulations. Contractors are responsible for the proper collection, storage, labeling, and disposal of any regulated waste they generate. Any hazardous waste must be properly manifested prior to leaving the base to include the base’s EPA identification number and the signature of an authorized CEI staff member. Manifests shall be coordinated with CEI at least 3 working days prior to scheduled shipment.

6. Construction Site Stormwater Discharge Permit and associated Storm Water Pollution

Prevention Plan (SWPPP):

6.1 Contractor will submit (1) a Storm Water Pollution Prevention Plan (SWPPP) for all projects 1 acre or larger (including laydown yards, stockpiles, and vehicle/equipment storage areas), and (2) an EPA Notice of Intent (NOI) for coverage under the National Pollution Discharge Elimination System (NPDES) General Permit for Stormwater Discharges from Construction Activities (effective 30 Jun 08). The SWPPP must be submitted through the CO (92 CONS) and reviewed by the 92 CES/CEI, Environmental Element prior to

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01200-3 submitting for the EPA NOI. The requirements for the SWPPP can be obtained at the following address: http://www.epa.gov/epas-2012-construction-general-cgp-and-related-documents. Seed establishment is part of the SWPP closeout. The EPA NOI can be completed electronically. No project site activities can begin until coverage under the permit is established (normally 7 days after completion of the EPA NOI). A copy of the EPA NOI confirmation notice must be submitted to the 92 CES/CEI through the CO.

7. Radioactive Materials (RAM):

7.1 Use of RAM during Contract Execution: Contractors bringing radioactive materials or devices containing radioactive sources onto Base must have prior approval from the Wing Radiation Safety Officer (RSO). Under no circumstances will a contractor use an unlicensed radioactive source/device on Base. The contractor should direct any questions regarding responsibility on this issue to the Wing RSO prior to starting any work. Since the Air Force considers contracts involving radioactive materials a hazardous material items contract, the provisions of AFI 40-291 will also apply. In addition, the contractor must submit the following documentation to the Wing RSO for review prior to execution:

7.1.1 Copy of the Nuclear Regulatory Commission License or Agreement State Radioactive Material License, along with any amendments, covering the radioactive material to be used.

7.1.2 Copy of the user’s qualification and radiation training.

7.1.3 Copy of the radiation dosimetry results from the previous year.

7.1.4 Statement of expected use (use rate) of radioactive materials or devices for the length of the contract.

7.1.5 Statement of storage and security requirements.

7.1.6 Copies of the last two (2) leak checks (if applicable).

7.2 Radioactive Demolition Recycling/Debris: Radioactive material encountered during demolition procedures will require a written request from the Contractor to the Base Bio- Environmental office for instructions and subsequent actions involving disposal of the RAM debris through Base agencies. Examples include smoke detectors containing a radioactive substance (such as Americium-241) and self-luminous exit signs containing tritium.

7.3 The following requirements apply when removing potential radioactive items (i.e. smoke detectors and non-electrical emergency exit signs) during demolition or renovation procedures. The contractor shall develop list of identified RAM items and forward to the Base Radiation Safety Officer via the CO. The list shall include the following descriptions associated with the RAM:

- Product Stock Number

- Quantity

- Nomenclature

- Radionuclide http://www.epa.gov/epas-2012-construction-general-cgp-and-related-documents http://www.epa.gov/epas-2012-construction-general-cgp-and-related-documents

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The Base Radiation Safety Officer (BioEnvironmental Flight) will then coordinate with USAF Radioactive Material Recycling/Recovery Program at Wright Patterson AFB for recycling instructions to include packaging instructions for contractor shipment. The contractor shall then prepare the radioactive/recyclable items per shipping/packaging instructions and make shipment.

7.3.1 Shipment Procedures: Contractor collects RAM recoverable/recyclable items and places items in suitable container with bubble wrap to prevent breakage of items. The items shall be packaged in a strong container (that meets the following requirements:

- Easily handled and secured in or on conveyance.

- If provided with lifting attachment, designed with a safety factor.

- External surfaces free from protruding features.

- Outer layer will prevent collection of any liquid (e.g. water).

- Withstands conditions of normal transport including closing devices

- Materials physically and chemically compatible.

- Protected against unauthorized operation.

- Each feature added does not reduce the safety of package

Contractor shall pre-package items for storage/shipment on-site (protected from the elements) and maintain detailed inventory (Recycle Item Description: Stock Number, Nomenclature, Radionuclide, Activity each, Quantity) and accountability for items placed into each package(s). Package limits shall be less than 0.5 mrem/hr from any contact surface of the package, with no removable contamination above background levels, and the gross weight of any individual package shipped for recycling must not exceed 200 pounds. If shipping by drum, use drums with a capacity of 30-gallons or less, such as

NSN 8110-01-454-1841.

7.3.2 Contractor will prepare the package(s) in accordance with the requirements as instructed, and transport the package(s) to 92d Med Group, BioEnvironmental Flight for subsequent shipment upon approval of the Base Radiation Safety Officer via the CO.

7.3.3 Current Recyclable/Recoverable Materials include the following:

Radionuclide Form Examples

Tritium (3H) Gaseous Compasses, Wrist Watches, Markers (i.e. Exit Signs, Buttons, Indicators, etc.).

Depleted Uranium Solid Counterweights, Non-Explosive Munitions Penetrators ONLY).

Krypton 85 Gas Electron Tubes, Nucleonic Oil Indicators,and RADIAC Check Sources.

Americium 241 Solid Smoke Detectors, M8A1 Chemical Agent Alarm

Polonium 210 Solid Static Elimination Devices (typically manufactured by NRD or NPL) NO 3M devices.

Cesium 137 Solid Exempt distribution check sources (AN/PDR

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27T, Button Sources) less than 9.0 microcuries

8. Hazardous Material Monitoring/Submittal: All Hazardous Materials entering the Base must be authorized for use and tracked accordingly. All HAZMAT users on Base must comply with AFI 32-7086 and the Hazardous Materials Management Process (HMMP). The contractor shall submit product specific Material Safety Data Sheets (MSDS) along with a completed contractor hazardous material work sheet which includes data on amounts used, process information, justification for use, etc. for each hazardous material (HAZMAT) (as defined by AFI 32-7086) brought on Base. Appropriate forms can be requested from the FAFB hazardous material database through Asset Management (CEI). All HAZMAT use must be reviewed by Base Bio- Environmental Engineering and Safety, and authorized for use by Asset Management (CEI).

Hazmat authorizations and tracking are product and process specific, and all changes in products or process must follow the same authorization procedure. Allow two weeks for authorization process to be completed. HAZMAT submittal requirements shall be specified under each applicable specification section.

9. Construction and Demolition Measurement and Reporting: The Solid Waste Measure of Merit (MOM) requires the Air Force to report all non-hazardous solid waste diversion, including construction and demolition (C&D) debris. Data is to be collected by demolition contractor and submitted to the Asset Management Flight for reporting. The total amount of debris disposed in landfills must be reported, and the total amount of debris diverted from landfills by reuse or recycling must also be reported. The total weight of C&D debris sent to the landfill, and the total weight diverted from the landfill will be required to be reported by the demolition contractor. For further information, contact 92 CES/CEI (Asset Management Flight) at 509-247-2313.

http://www.e-publishing.af.mil/pubfiles/amc/32/afi32-7086_amcsup1/afi32-7086_amcsup1.pdf

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SECTION 01300

TECHNICAL REFERENCES

1. General Guidance: Project designs shall conform to the most current, applicable national codes and regulations for building construction and safety. Modern construction techniques shall be incorporated to obtain quality and economy, and to provide a functionally complete and usable facility. The following master list of Technical References represents a comprehensive listing of Federal Regulations and other Design Criteria which may become an integral part of TO execution. This listing is NOT all-inclusive and may be further specified within each individual TO based on specific project requirements. Documents are available online.

1.1 FAFB Base Design Standards, most current version.

1.2 FAFB Architectural Compatibility Plans, most current version.

1.3 APPLICABLE GOVERNING CODES AND REFERENCED INDUSTRY STANDARDS

(Most current publication at time of submittal of TO Proposal shall apply):

Abbreviation Title ADA Americans with Disabilities Act ANSI American National Standards Institute ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America CID Commercial Item Descriptions DHI Door and Hardware Institute FED-STD-795 Uniform Federal Accessibility Standards (UFAS-795) FHWA Federal Highway Administration FM Factory Mutual Engineering and Research IBC International Building Code IEEE Institute of Electrical and Electronics Engineers IESNA Illuminating Engineering Society of North America IPC International Plumbing Code KCMA Kitchen Cabinet Manufacturers Association MBMA Metal Building Manufacturers Association NAAMM National Association of Architectural Metal Manufacturers NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NICET National Institute for Certification in Engineering Technologies NRCA National Roofing Contractors Association OSHA Occupational Safety and Health Act SDI Steel Deck Institute SDOI Steel Door Institute

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SJI Steel Joist Institute SMACNA Sheet Metal & Air Conditioning Contractor’s National Assoc.

SSPC Steel Structures Painting Council STI Steel Tank Institute TCA Tile Council of America UCBC Uniform Code for Building Conservation (As applicable to eligible Historic

Buildings) UL Underwriters Laboratories WWPA Western Wood Products Association

1.4 AIR FORCE INSTRUCTIONS (AFI):

AFI Number Title 32-1012 Reserve Component Facilities Program 32-1021 Planning and Programming of Military Construction (MILCON) Projects 32-1022 Planning and Programming Non-Appropriated Fund (NAF) Facility

Construction 32-1023 Design and Construction Standards and Execution of Facility Construction 32-1024 Standard Facility Requirements 32-1032 Planning and Programming Appropriated Funded Maintenance, Repair, and

Construction Projects 32-1041 Airfield Pavement Evaluation Program 32-1042 Standards for Marking Airfields 32-1043 Managing, Operating and Maintaining Aircraft Arresting Systems 32-1044 Visual Air Navigation Systems 32-1054 Corrosion Control 32-1061 Providing Utilities to US Air Force Installations 32-1062 Electrical Power Plants and Generators 32-1064 Electrical Safe Practices 32-1065 Grounding Systems 32-1066 Plumbing Systems 32-1067 Water Systems 32-1068 Heating Systems and Unfired Pressure Vessels 32-2001 The Fire Protection Operations and Fire Prevention Program 32-6002 Family Housing Planning, Programming, Design, and Construction 32-7040 Air Quality 32-7041 Stormwater, Wastewater, and Drinking Water 32-7042 Solid and Hazardous Waste Compliances 32-7044 Underground Storage Tanks 32-7063 Noise and the Air Installation Compatible Use Zone (AICUZ)

1.5 UNIFIED FACILITIES CRITERIA (UFC): The UFC system is prescribed by MIL-STD 3007 and provides planning, design, construction, operations, and maintenance criteria, and applies to all DoD commands. (http://www.wbdg.org )

UFC Number Title 3-120-02 Air Force Sign Standard http://www./

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3-220-04FA Backfill for Subsurface Structures 3-220-05 Dewatering and Groundwater Control 3-220-08FA Engineering Use of Geotextiles 3-230-02 Water Supply Systems 3-240-02N Wastewater Treatment Systems Augmenting Handbook (Design 3-250-01FA Pavement Design for Roads, Streets, Walks and Open Storage Areas 3-250-03 Standard Practice Manual for Flexible Pavements 3-250-04FA Standard Practice for Concrete Pavements 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and

Concretes 3-250-07 Standard Practice for Pavement Recycling 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible

Pavements 3-250-11 Soil Stabilization for Pavements 3-260-01 Airfield and Heliport Planning and Design 3-260-02 Pavement Design for Airfields 3-260-03 Airfield Pavement Evaluation 3-260-16FA Airfield Pavement Condition Survey Procedures Pavements 3-270-01 Airfield Pavement Asphalt Maintenance and repair 3-270-02 Airfield Pavement Asphalt Crack Repair 3-270-03 Airfield Pavement Concrete Crack and Partial-Depth Spall Repair 3-270-04 Airfield Pavement Concrete Repair 3-270-05 Paver Concrete Surfaced Airfields Pavement Condition Index (PCI) 3-270-06 Paver Asphalt Surfaced Airfields Pavement Condition Index (PCI) 3-250-07 Standard Practice for Pavement Recycling 3-310-01 Structural Design Criteria: Load Assumptions for Buildings 3-410-02

Direct Digital Control of Heating, Ventilation, and Air Conditioning Systems 3-450-01 Noise and Vibration Control 3-520-01 Interior Electrical Systems 3-580-01 Communications and Information System Criteria for Air Force Facilities 3-600-01 Design: Fire Protection Engineering for Facilities 3-600-02 Inspection, Testing, and Maintenance of Fire Protection Systems 4-010-01 DOD Minimum Antiterrorism Standards for Buildings 4-860-01FA Railroad Design and Rehabilitation 4-860-03FA Railroad Track Standards

1.6 MILITARY HANDBOOKS (MIL- HDBK):

MIL-HDBK Number Title 1013 Design Guidelines for Physical Security of Facilities 1110 Handbook for Paints and Protective Coatings For Facilities 1190 Facility Planning and Design Guide 1191 Medical Military Construction Program Facility Design and Construction

Criteria

1.7 ENGINEERING TECHNICAL LETTERS (ETL):

http://www.hnd.usace.army.mil/techinfo/UFC/UFC3-250-01FA/UFC3-250-01FA.pdf

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ETL Number Title 01-1 Reliability & Maintainability (R&M) Design Checklist 05-5 Small Arms Range Design and Construction 06-4 Expedient Trim Pad Anchoring 07-3 Jet Engine Thrust Standoff Requirements for Airfield Asphalt Edge

Pavements 07-4 Air Force Carpet Standard 09-2 Contingency Airfield Pavement Specifications 09-6 C-130 and C-17 Landing Zone (LZ) Dimensional, Marking, and Lighting

Criteria 83-1 Design of Control Systems for HVAC; (Change No. 1 to ETL 83-1), U.S. Air

Force Standardized Heating, Ventilating & Air Conditioning (HVAC) Control Systems

86-5 Fuels Use Criteria for Air Force Construction 86-8 Aqueous Film Forming Foam Waste Discharge Retention and Disposal 91-1 Fire Protection Engineering Criteria Testing Halon Fire Suppression Systems 91-4 Site Selection Criteria for Fire Protection Training Areas 93-2 Dormitory Criteria for Humid Areas 94-6 Fire Protection Engineering Criteria and Technical Guidance - Removal of

Halogenated Agent Fire Suppression Systems 94-02 (Chng 1) Standard Airfield Pavement Marking Schemes 94-8 Design in Metric 95-1 Halon 1301 Management Planning Guidance 96-4 Temporary Joint Sealing Details and Procedures for Pavements 96-5 Hangar Concrete Floor Reflective Coating Criteria 97-2 Maintenance and Repair of Rigid Airfield Pavement Surfaces, Joints, and

Cracks 97-3 Base Course Proof Rolling Requirements 97-5 Proportioning Concrete Mixtures with Graded Aggregates for Rigid Airfield

Pavements 97-9 Criteria and Guidance for C-17…