Attach_04_SOW - Repair Fence.pdf

PERFORMANCE STATEMENT OF WORK

PTFL 212107 - Repair Fence, 3369, 3371, 3322

10 June 2021

108th Wing, New Jersey Air National Guard, Joint Base McGuire-Dix-Lakehurst

Contracting Office 108th Contracting (ANG) Attn: SMSgt Joyce A. Baker, Contracting Specialist 3369 Wonnacott Ave.

Joint Base McGuire-Dix-Lakehurst, NJ 08641-5406 Tel: (609) 754-4157 E-mail: joyce.baker@us.af.mil

Base Civil Engineering 108th Civil Engineer Squadron (ANG) Attn: Lt Col John M. Koza, Base Civil Engineer 3301 Wonnacott Ave Joint Base McGuire-Dix-Lakehurst, NJ 08641-5406 Tel: (609) 754-6090 Fax: (609) 754-2453 E-mail: john.koza@us.af.mil

108th Civil Engineer Squadron (ANG) Attn: Captain Jiahua Ye, Deputy Base Civil Engineer 3301 Wonnacott Ave Joint Base McGuire-Dix-Lakehurst, NJ 08641-5406 Tel: (609) 754-2910 Fax: (609) 754-2453 E-mail: steven.joseph.7@us.af.mil

Project Overview This project requires work at three separate sites. Site #1 is at Bldg 3369 and includes the following: 1) removal of the existing gate fabric, fence posts, post footings, gates and all fence accessories, followed by the installation of new materials as specified. All materials shall be in accordance with (IAW) the attached Fence Specifications document. 2) Installation of upward coiling security grilles at 3 overhead bay door entrances IAW description below. Site #2 is at Bldg 3379 and includes removal and replacement of 2 cantilever vehicle gates, associated gate operators and all accessories IAW attached Fence Specification document. 3) For bldg. 3322, this project will reconfigure existing fenced areas through the removal and installation of fencing as depicted on attached drawing. All new fencing shall be in compliance with attached Fencing Specifications.

mailto:joyce.baker@us.af.mil mailto:john.koza@us.af.mil mailto:steven.joseph.7@us.af.mil

ATTACHMENTS:

1. Fence Specification

2. Site Map

1. GENERAL

1.1 CONTRACTING OFFICER REPRESENTATIVE (COR): The COR will be identified by separate letter. The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions; assure that the Contractor performs the technical requirements of the contract; perform inspections necessary in connection with contract performance; maintain written and oral communications with the Contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including Government drawings, designs, specifications; monitor Contractor's performance and notifies both the Contracting Officer and Contractor of any deficiencies;

coordinate availability of government furnished property, and provide site entry of Contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.2 ORGANIZATIONAL CONFLICT OF INTEREST (OCI): Contractor and subcontractor personnel performing work under this contract will not receive, have access to or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services which may create a current or subsequent Organizational Conflict of Interests (OCI) as defined in FAR Subpart 9.5. The Contractor shall notify the Contracting Officer immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the Contracting Officer to avoid or mitigate any such OCI. The Contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the Contracting Officer and in the event the Contracting Officer unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the Contracting Officer may affect other remedies as he or she deems necessary, including prohibiting the Contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.3 ON-BASE REGULATIONS: The Contractor is subject to all Base fire, safety, security, and traffic regulations.

1.3.1 PASS AND ID: Contractor personnel and vehicles must possess appropriate passes. These shall be obtained from Security Forces Pass and ID at the Visitors Center located at the McGuire Main Gate (3021 McGuire Blvd, McGuire AFB, NJ 08641). Additionally, vehicles and operators need proper license, registration, and insurance documents. For commercial vehicles, utilize Checkpoint #9.

1.3.1.1 Prior to contract award (i.e. site visit), the contractor will coordinate with the Contracting Office to obtain base access. The contractor must submit the required personnel information (Full Name, Social Security Number, Date of Birth, Company) no later than 3 business days before the site survey.

1.3.1.2 After award of the contract, the contractor will coordinate with the Contracting Officer Representative (COR) to obtain base access. The contractor must submit the required personnel information (Full Name, Social Security Number, Date of Birth, Company) no later than 3 business days before access is required

1.4 SALVAGE AND DISPOSAL: All salvageable and non-salvageable material obtained by removal of existing material shall be considered as having been included as a factor in the Contractor's bid price.

1.4.1.1 Salvageable material obtained from existing construction may be reused only if so stated elsewhere in the Contract Documents, and then only when the material is approved for reuse by the Contracting Officer.

1.4.1.2 Salvageable material shall remain the property of the Government only when specifically called out in the Contract Documents.

1.4.1.3 Salvageable material not reused or otherwise designated to remain the property of the Government shall become the property of the Contractor and shall be removed and disposed of off base in accordance with the environmental controls specified in this Section.

1.4.1.4 Non-salvageable material: Remove all non-salvageable material from the project site and dispose of it off base, in accordance with the environmental controls specified in this Section.

1.4.1.5 Thirty (30) days prior to demolition, the contractor shall submit a waste management plan on the AF Form 3000 (Material Approval Submittal) that outlines the collection, transportation and disposal costs of waste generated as proof of the contractors waste reduction efforts.

1.4.1.6 Prior to final payment, the contractor shall furnish the government a tonnage report listing the quantity of waste (in tons) which was landfilled and which was recycled.

1.4.1.7 The contractor may utilize the base recycling center, located at 2321 Radin Road, for disposal of recyclable cardboard.

1.4.1.8

1.5 GOVERNMENT FURNISHED ITEMS AND SERVICES

1.5.1 Services: None.

1.5.2 Facilities: Access limited to areas of work only.

1.5.3 Utilities: Limited use for tools, lighting, and ventilation within work area. The Contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount to accomplish cleaning vehicles and equipment.]

1.5.4 Equipment: None.

1.5.5 Materials: Limited to materials specified as Government furnished and within the Scope of

Work.

1.6 REQUIREMENTS: Furnish all engineering, plant, equipment, supervision, labor, fuel, supplies, transportation, and materials required to complete the subject project. The Contractor will be responsible for all items necessary to provide the U.S. Government with a complete and usable facility including all necessary building systems. The facilities must meet or exceed the design specifications provided here, as well as those provided in any specifications provided by the Government and be fully functional at the time of final inspection.

1.6.1 Contractor must coordinate all phases of construction with Government.

1.6.2 Contractor must ensure pictures are taken at each phase and provided to the Government for projects requiring security certification.

1.6.3 The Contractor shall notify the Contracting Officer regarding construction delays and provide a new construction schedule.

1.7 SUBMITTALS

1.7.1 Furnish submittals on an electronic AF Form 3000 (Material Approval Submittal) for approval prior to start of work. Most manufacturers offer product documentation on *.pdf format. Please submit all submittals in *.pdf format. When submitting an electronic AF Form 3000 use *//Signed// in lieu of your signature. Submit all submittals via email to expedite their approval.

1.7.2 Required before commencement of work

1.7.2.1 Project Schedule

1.7.2.2 Must be received within 5 business days of Notice To Proceed (NTP)

1.7.3 Warranty

1.8.3.1 Shall be made out to 108th Wing

1.8.3.2 Shall be one year AFTER completion of all required closeout documents have been received and approved.

1.8 QUALITY CONTROL:

1.8.1 The government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan. This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s).

1.8.2 Provide quality control over the entire project including but not limited to the items of equipment and materials intended for installation, necessary coordination and services to facilitate the performance of the work, site conditions, and the workmanship of the

Contractor personnel and any subcontractors.

1.8.3 The Contractor shall become familiar with all the details of the work depicted in the

Contract Documents and shall verify all field conditions related to the construction prior to commencement of the work. If conditions are discovered by the Contractor prior to commencement of the work which conflict with the Contract Documents, and which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before commencing work.

1.8.4 If site conditions are discovered by the Contractor during the construction which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before proceeding. All such requests for information shall completely address aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions.

1.8.5 If site conditions or defects are discovered during the construction, by the Contracting Officer or the Contracting Officer’s designated representative, which are the result of the Contractor’s inadequate quality control or substandard workmanship, whether by the Contractor or a subcontractor, which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, the Contracting Officer may direct the Contractor to identify and explain the condition(s) or defect(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s). In all such instances, the Contractor shall present no less than three viable options to correct the condition or defect, completely addressing aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions. The Contracting Officer will then review and approve an option for use by the Contractor. The Contractor shall not proceed with the work until receiving the written permission from the Contracting Officer.

1.8.6 The Contractor shall comply fully with manufacturer's instructions, including each step in sequence. If such instructions conflict with the Contract Documents, identify and explain the conflict in writing to the Contracting Officer within 48 hours of discovery of the conflict; and request clarification from the Contracting Officer before proceeding.

1.8.7 Testing: The Contractor shall provide samples and test results as required by the Contract Documents. Test reports shall be properly sealed by an independent professional engineer.

1.8.8 Cleanup: The Contractor shall keep the work area and surrounding surfaces clean and orderly. Remove any Contractor-caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily.

1.8.9 Exterior surfaces including but not limited to Portland cement concrete, asphalt pavements, and gravel and interior surfaces including but not limited to carpet, tile, ceiling tiles, and gypsum board damaged by construction work or the Contractor’s operations, shall be replaced with materials consistent in quality and workmanship to match existing.

1.8.10 It is the Contractor’s responsibility to maintain any and all quality control records and have them available to the Government at all times.

1.8.11 Record drawings shall be kept at the job site at all times, and shall be made available upon request by either or both the Project Inspector or the Contracting Officer. The record drawings shall be marked up on a daily basis to show actual “as-built” construction and conditions.

1.8.12 The Contractor shall keep the most current Statement of Work at the construction site for the duration of the project and must be able to provide a copy upon request.

1.9 GOVERNMENT PROVIDED DRAWINGS: The drawings provided by the Government as part of this bid package are provided to clearly communicate the project’s program and scope.

1.10 INSTALLATION AND FIELD VERIFICATION: The Contractor will become familiar with all details of the work and verify all dimensions on site. Dimensions appearing on the drawings are nominal and will NOT be used for fabrication of equipment and/or components for installation. All equipment and materials will be installed in accordance with manufacturer's recommendations and the Contract Documents. Discrepancies must be brought to the attention of the Contracting Office or the COR as soon as they become apparent.

1.11 NONRESTRICTIVE SPECIFICATIONS: Reference in the specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number will be regarded as establishing a standard of quality and will not be construed as limiting competition. The Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of the Contracting Officer, is equal to that named in the specifications, unless otherwise specifically provided in this Statement of Work.

1.12 RESTRICTED AREAS: There are numerous areas that are restricted and access to these areas must be coordinated through the BCE Office. The Contractor shall coordinate, three days in advance, for arrangements required to work in these areas. Contactors working in restricted areas shall be required to provide the BCE with a list of names and social security numbers for all personnel expected to work in these areas.

1.14 SCHEDULE: The Contractor will work Monday through Friday (excluding Federal holidays) unless coordinated with the COR. The contractor will provide a project schedule within 5 business days of issuance of the NTP.

1.14.1 The contractor shall not interfere with day-to-day operations on the base without coordination with the COR or Contracting Office. To minimize the negative impact on the work schedule, the contractor shall submit the following required info to the COR within the given timeframe.

PROJECT

REQUIREMENT ACTION REQUIRED SUSPENSE

Base Access Contractor to provide following information to COR: Personnel Name, Social Security Number, Birth Date, Company, Dates Access Required.

No later than (NLT) 3 business days before access is required.

Utility Shutdowns Contractor shall coordinate with COR and/or BCE. NLT 5 business days before shutdown.

Road/Parking Lot Closures Contractor shall coordinate with COR and/or BCE. NLT 5 business days before closure.

Laydown Area Identification Contractor shall coordinate with COR and/or BCE. NLT 5 business days before material to arrive on site.

Burn Permit Contractor to procure permit through the 87th Fire Department. Permit will be kept on site during any operations requiring it.

NLT 5 business days before work to be performed.

Dig Permit Contractor responsible for processing permit as detailed in paragraph 1.12.

Initiate permit NLT 30 days before

Crane permit Contractor shall provide following information to COR: Crane Manufacturer, Crane Model, Crane number, Max Boom Length, Location, Duration

Initiate request NLT 55 days before work to be performed.

1.15 Base Outages and Digging Permits (AF Form 103, BCE Work Clearance Request):

1.15.1 Dig Permits:

1.15.1.1 The Contractor is responsible for the processing of form AF-103 Base Civil Engineering Work Clearance Request and is required to call the New Jersey One Call Center (800-272-1000) for public utility mark-outs. The form AF-103 Base Civil Engineering Work Clearance Request is required to inform base utility shops when work near base utility lines need to be marked out. The Contractor shall allow for approximately 30 calendar days for the processing of the form AF-103 Work Clearance Request, and construction areas to be properly marked, before excavation is to begin.

1.15.1.2 The Contractor must mark all areas to be excavated with white paint, and/or white flags, PRIOR to initiating form AF-103, and shall include a site drawing showing the proposed construction to be performed.

1.15.1.3 For work requiring a dig permit within the 108th Wing area, contractor should stop by the 108th Civil Engineering Section Office to initiate the dig permit process. This will enable the contractor to obtain a form AF-103 and required signatures from 108th Wing offices, and obtain instructions on which other offices the form AF-103 needs to be brought to, on Joint Base McGuire-Dix-Lakehurst for processing.

1. Signatures required from the following offices/departments.

2. Safety Office

3. Fire Department, building 1712.

4. Base Communications, building 1901. Call 3 days before digging.

5. Environmental Office, requires form AF-813, Request for

Environmental Impact Analysis.

1.15.1.4 Base Operations Office also required when doing work close to the flight-line, or Aircraft Parking Apron.

1.15.1.5 After required signatures are obtained, the form AF-103 is to be turned into the 87th Civil Engineering Work Control, at building 3104, for final approval. The 87th Civil Engineering Work Control will obtain the rest of the signatures required, to include the Approving Authority signature in box 17.

1.15.1.6 Allow a week for the processing of form AF-103 at the 87th Civil Engineering Work Control Center. The completed form AF-103 could be picked up at the 87th Civil Engineering Work Control Office.

1.15.1.7 A copy of the completed form AF-103 should be at the construction site at all times during the construction. Once a construction site has been marked, it is the Contractor’s responsibility to maintain these markings during the construction.

1.15.2 Burn Permits:

1.15.2.1 An AF Form 592, USAF Hot Work Permit, is required whenever there is cutting, welding or brazing being accomplished outside of a designated shop area. The hot work permit must be obtained from the installation Fire Department (building 1701) prior to starting any welding operations.

1.15.2.2 Refer to AFI 91-203 Air Force Consolidated Occupational Safety Instruction

1.15.2.3 See chapter 27 Welding, Cutting, and Brazing, para. 27.3.13, and table 27.2.

1.15.2.4 AF form 592 permit will be kept on site during any operations requiring it.

1.15.3 Crane, drilling rig, or piling rig Permit:

1.15.3.1 An FAA form 7460-1 Notice of Proposed Construction or Alteration, is required per 14 CFR part 77, Safe, Efficient Use, and Preservation of Navigable Airspace.

Reference to paragraphs 77.5, 77.7, 77.9, and 77.21 for guidance.

1.15.3.2 Initiate crane/rig request at least 55 days before work is to be performed, to allow the FAA the 45 days to process the request.

1.15.3.3 Contractor should coordinate with the 305th McGuire Airfield Manager and the Joint Base Community Planning Office to initiate the crane permit request. The Base Community Planning Office will submit the FAA form 7460-1, and track the status of the request.

1.15.3.4 Once the Joint Base Community Planning Office receives the finalized FAA assessment, they will notify the Project Manager, and McGuire Airfield Manager.

1.15.3.5 Three days before crane/rig activity commencing, the Project Manager will notify the McGuire Airfield Manager of the projected dates the crane will be used, including information listed in section 1(e) below. The McGuire Airfield Manager will issue a Notice to Airmen (NOTAM). This NOTAM is required before crane/rig can be used.

1.15.3.6 Information required for the crane/rig permit:

1. Date that construction is expected to start and the date that construction should be completed.

2. Estimated dates and length of time the crane or rig will be in use.

3. Latitude and Longitude must be geographic coordinates, accurate to within the nearest second or to the nearest hundredth of a second if known. Latitude and Longitude derived solely from a hand-held GPS instrument is NOT acceptable. NAD 83 is preferred.

1.15.3.7 Crane/rig model, description, working height, and maximum height.

1.15.3.8 A NOTAM is a notice filed with an aviation authority to alert aircraft pilots of potential hazards along a flight route or at a location that could affect the safety of the flight or crew.

1.16 PERFORMANCE PERIOD: Please refer to request for proposal (RFP) for proposed performance period. The performance period will be determined through negotiation prior to award after receiving the Contractor’s performance work schedule. The final performance duration will be approved through the Contracting office. The Contractor will proceed with the project as stated in this SOW after notice to proceed (NTP) is provided by the Government.

1.16.1 The completion time includes inspections and final cleanup of the premises. Take note of the following Federal Holidays:

1. New Year’s Day - 1 January

2. Martin Luther King’s Birthday - Third Monday of January

3. President’s Day - Third Monday of February

4. Memorial Day - Last Monday of May

5. Juneteenth - 19 June

6. Independence Day - 4 July

7. Labor Day - First Monday in September

8. Columbus Day - Second Monday in October

9. Veteran’s Day - 11 November

10. Thanksgiving Day - Fourth Thursday in November

11. Christmas Day - 25 December

1.17 The Contractor will not postpone or interrupt work performance unless official notice, to that effect, is provided by the Government. The Contractor will provide to the Government a revised schedule if changes are required no less than 24 hours in advance. Progress meetings will be held every two weeks for performance periods over 60 days.

1.18 SITE FOREMAN: During all periods of work under this project, the prime contractor shall have a representative on-site to liaise between the government and any sub-contractors on any issues. If a sub-contractor is on site without any representation from the prime contractor, they will be told to stop work and will be escorted off the installation. This will not be considered a delay due to government action and any costs generated by this action will be the responsibility of the prime contractor. The name and contact information of the site foreman will be provided to the Contracting Officer and Contracting Officer Representative at the Pre- Construction meeting.

1.19 PROGRESS REPORTS: At the beginning of each work week, the contractor shall provide the COR with a Contractor Production Report (CPR) (can be found here https://www.wbdg.org/FFC/NAVGRAPH/quality_control_reports.pdf .

This log shall be reviewed and agreed/disagreed to by both the contractor and COR. This log shall identify the number of personnel on site (general contractor and/or sub contractor(s) identified by company) and the work accomplished that day. A copy (with signatures) shall be presented to the COR as part of the documentation of daily progress.

1.19.1 POST AWARD CONFERENCE/PERIODIC PROGRESS MEETINGS: The

Contractor agrees to attend any post award conference convened by the contracting activity or contract administration office in accordance with Federal Acquisition Regulation Subpart

42.5. The contracting officer, Contracting Officers Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor's performance. At these meetings the contracting officer will apprise the contractor of how the government views the contractor's performance and the contractor will apprise the Government of problems, if any, being experienced. Appropriate action shall be taken to resolve outstanding issues. These meetings shall be at no additional cost to the government.

1.20 PRELIMINARY AND FINAL INSPECTIONS: The contractor shall request scheduling of the final and pre-final inspections in writing a minimum of ten (10) work days in advance of project completion. The request for scheduling will be in writing to the Contracting Officer. Deficiencies shall be corrected within fourteen (14) days of the pre-final inspection.

1.20.1 All closeout documentation must be submitted to the COR prior to final acceptance. The warranty will not begin until the final inspection has been held and all closeout documentation has been received.

2. CONSTRUCTION FACILITES AND TEMPORARY CONTROLS

2.1 Traffic Regulation:

2.1.1 Barriers: Contractor shall furnish all signs, barricades, and flagmen required to control traffic in the construction area.

2.1.2 All signs and barricades shall be in accordance with ANSI D6.1, Manual of Uniform Traffic Control Devices.

2.1.3 Minimize interference with the flow of traffic. At no time may access to any facility be prevented.

2.1.4 Haul routes: As directed by the Contracting Officer / designated on the drawings.

2.1.5 Immediately clean up any material spilled along the haul route. This shall include cleanup of mud tracked on the road by the Contractor’s equipment.

2.1.6 For any spill of hazardous material on base, immediately notify the base fire department at

911 and base Environmental Office at 609-650-3718. The Contractor is responsible for all costs incurred by the Government in responding to or cleaning up any such spill.

2.1.7 Access: Contractor shall maintain access to the base work site at all times. The Contractor is to perform his work with a minimum of interference to the flow of traffic.

2.2 Environmental Control

https://www.wbdg.org/FFC/NAVGRAPH/quality_control_reports.pdf

2.2.1 The Contractor will be held responsible for complying with all federal, state, and local environmental regulations included as part of the processes in performing the work included in this project.

2.2.2 Comply with the Corps of Engineers Manual on General Safety Requirements, EM 385-1- 1; Occupational Safety and Health Act (OSHA), Public Law 91-596; and AFI 91-301, Air Force Occupational Safety, Fire Prevention, and Health (AFOSH) Program.

2.2.3 The government selected contractor shall provide the 108th Contracting office and the 108th Environmental office (3718) with copies of all potential Hazardous Materials to be used on the job. It’s the sole responsibility of the contractor to have all Safety Data Sheet (SDS) for the chemicals used on the work site.

2.2.4 The contractor is responsible for the proper disposal of all chemicals used on the job site.

All disposal operations shall be in accordance with all federal and state rules and regulations. Should the contractor have any questions regarding these requirements they may contact the 108th Environmental office (3718) for assistance. All disposal cost shall be the sole responsibility of the government hired contractor or their sub-contractor. In no way shall the government be held liable for disposing of the chemicals used by the contractor or his representative agent. No chemicals will be left behind on the job site at the completion of the job, unless written into the contract itself.

2.2.5 Use of flammable adhesives or other similar flammable materials will be in strict accordance with manufacturer's instructions and the Contractor shall take all necessary safety and fire prevention steps to supervise and assure safe execution of work on the contract. This paragraph is applicable to adhesive materials or any other material involving flammable characteristics.

2.2.6 Blasting: No blasting will be permitted.

2.2.7 Obtain permits from the New Jersey Department of Environmental Protection, Air Quality

Division, for installation of new equipment or use of Contractor equipment which generate air pollution, for earth moving activities related to new construction, and for asbestos removal or demolition. These permits shall be included as a submittal on the AF Form 3000, (Material Approval Submittal). Submit copies of permits to the Contracting Officer prior to beginning construction. All permit costs shall be considered as having been included as a factor in the Contractor's bid price.

2.2.8 For projects involving asbestos abatement, complete standard "Notification of Demolition or Renovation" forms and submit to New Jersey Department of Environmental Protection and other required agencies. These forms shall be included as a submittal on the AF Form 3000, (Material Approval Submittal). Submit copies of forms to the Contracting Officer prior to beginning construction.

2.2.9 Contractor shall comply with Joint Base McGuire Dix Lakehurst Storm Water Pollution Prevention Plan requirements and submit an approved SWPPP to the Contracting Officer for all work that meets minimum disturbance requirements as set forth by the New Jersey Department of Environmental Protection. Treat areas subject to dust-producing activities with liquid palliatives which will not harm regrowth of vegetation, or other such method of dust control which complies with New Jersey Department of Environmental Protection regulations.

2.2.10 No open burning of trash, brush, or refuse will be permitted.

2.2.11 The Contractor shall segregate hazardous or regulated materials, and non-hazardous or non-regulated materials during demolition; and handle, transport, store, and dispose of these hazardous and non-hazardous materials in accordance with applicable federal, state, and local laws, ordinances, or other rulings having the effect of law, including but not limited to the items listed below. In addition, the Contractor shall obtain proper disposal manifests for both hazardous and regulated materials, and for non-hazardous or non-regulated materials, and submit these manifests to the Contracting Officer. These manifests shall be included as a submittal on the AF Form 3000, (Material Approval Submittal). Submit original manifest—with original signature of the Contractor’s superintendent or authorized representative attesting to the validity of the manifest—to the Contracting Officer within 3 calendar days of disposal. All handling, transporting, and disposal costs shall be considered as having been included as a factor in the Contractor's bid price. Any questions regarding proper handling or disposal of hazardous or non-hazardous materials may be directed through the Contracting Officer or the 108th Environmental Office (3718).

1. Resource Conservation and Recovery Act (42 USC 6901)

2. Clean Water Act (33 USC 1251)

3. Clean Air Act (42 USC 7401-7642)

4. Toxic Substances Control Act (15 USC 260)

5. National Environmental Policy Act (42 USC 4321-4347)

6. Hazard Communication (OSHA Std 29 CFR 1910.1200)

2.2.12 All radioactive material or equipment using radioactive material must be approved for use prior to bringing it on the base. The written request for approval, along with a copy of the permit for the source and a brief description of the intended activities, shall be submitted to the base Bioenvironmental Engineering Flight through the Contracting Officer 30 calendar days prior to the Contractor’s use. No work involving radioactive materials may proceed until receipt of the approved request.

2.2.13 Lead in liquid paints or coatings shall be restricted to no more than 0.06 percent lead by weight of the non-volatile solids for use in or on all base facilities [Part 35 of 24 CFR].

2.3 Hazardous Materials:

2.3.1 Contractor shall establish a construction- specific Hazardous Material (HM) storage and distribution system that fully complies with federal, state and local environmental regulations when HM is to be used. The following must be adhered to throughout the contract:

2.3.2 Hazardous Material (HM) shall be construed to mean any item that is:

2.3.3 A health hazard or physical hazard as defined in 29 CFR, 1910.1200(c).

2.3.4 Regulated in its disposal by federal Environmental Protection Agency (EPA) under 40

CFR.

2.3.5 Hazardous as defined by federal Department of Transportation (DOT) regulations under 49

CFR.

2.3.6 Hazardous as defined by the Dangerous Goods Regulations of the International Air Transport Association.

2.3.7 Examples of hazardous materials used on the job site include, but are not limited to:

petroleum based liquids/gases (gasoline, kerosene, diesel, propane, butane, acetylene, etc.);

adhesives and glues; shot charges for anchor systems; volatile solvents (such as PVC cleaner and glues, paint thinners); non-water-based paints; liquid sealants; epoxies and coating systems; acidic or alkali cleaners.

2.3.8 Contractor shall provide the COR with a completed HM Identification Sheet and Safety Data Sheets prior to start of work using HM in order to support the installation’s compliance with Executive Order 12856, Federal Compliance with Right-to-Know Laws and Pollution Prevention Requirements.

2.3.9 HM’s shall be tracked for quantities used.

2.3.10 Unused materials shall be inventoried and removed from Base property prior to close-out of the contract or expiration date of the HM.

2.3.11 Reports of materials delivered, used and removed from the installation shall be submitted to the COR monthly and prior to contract close-out.

2.3.12 Contractor shall accompany the COR and the installation Environmental Manager (EM) on project close-out inspection to ensure all used and unused HM has been removed from the installation. This requirement shall not be a punch list item and must be accomplished prior to the government accepting beneficial occupancy of the facility or construction item.

2.3.13 Storage Tanks: The Contractor or designated representatives shall be certified in accordance with following but not limited to Air Force Instruction 32-7044 Storage Tank Compliance, Federal Regulations 40 CFR Parts 112(spill response) and 280(storage tank), New Jersey Administrative Code (N.J.A.C.) 7:1 E-1 (Discharges of Petroleum and other Hazardous Substances Rules), and N.J.A.C. 7:14B (New Jersey Regulated Underground Storage Tanks (UST) Installation, Operation, and Release Detections) to supervise the performance of, or to perform tank services on storage tank systems. These certifications shall be included as a submittal on the AF Form 3000, (Material Approval Submittal).

3. ANTITERRORISM/OPERATIONS SECURITY:

3.1 Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

3.2 For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3.3 For Contracts that require Handling or Access to Classified Information. For contracts that require handling or access to classified information, the contractor shall comply with FAR Clause 52.204-2, Security Requirements, including the National Industrial Security Program Operating Manual (DoD 5220.22-M) and applicable updates/changes. This clause involves access to information classified “Confidential/Secret/Top Secret” and requires contractors to comply with a Visitor Group Security Agreement (VGSA) with all contractor operations located on Air Force/Air National Guard installations in accordance with this PWS. Contract personnel must be entered in the Joint Personnel Adjudication System (JPAS) and vendor will comply with paragraph 1.6h above. A DD 254, DoD Contract Security Classification Specification, is required for all classified contracts. Completion of localized security training (information protection related material) will be accomplished at the Wing/Unit level. Derivative Classification and Marking Classified CBTs may also be required as per assigned duties (i.e., SIPRNet).

4. SCOPE OF WORK:

4.1 General:

4.1.1 The Contractor shall submit complete fence installation drawings for review and approval by the Government. Drawing details shall include, but are not limited to: Site plan showing layout of fence and gate locations with dimensions, elevations of fence and gates, details of attachments and footings.

4.2 Demolition:

4.2.1 Building 3369

4.2.1.1 Remove approx. 350LF of existing fence to include fabric, posts, footings, gates and all accessories.

4.2.1.2 Remove approx. 20LF of wood fence

4.2.2 Building 3371

4.2.2.1 Remove (2) existing 24’ cantilever vehicle gates, gate operators and all associated accessories.

4.3 Installation:

4.3.1 Building 3369

4.3.1.1 Install 650LF of new fence

4.3.1.2 Posts and Braces:

4.3.1.2.1 Contractor shall install required size posts and brace as mentioned in specification with the recommended guidelines as set forth in the CLFMI “Wind Load Guide for the Selection of Line Post Spacing and Size”, not to exceed 10’.

4.3.1.2.2 End, corner and pull posts shall be a minimum of one size larger in O.D. than the line posts.

4.3.1.2.3 Contractor shall install concrete post for each base based on the specification attached.

4.3.1.2.4 Contractor shall provide gate posts as required by manufacturer for the gate type specified.

4.3.1.2.5 Contractor shall take into account the current grade of the pavement and construct post accordingly.

4.3.1.3 Controlled Entry - Free Exit/Safety Loop: Contractor shall install a free exit/safety loop at each gate exit which shall open the gate upon vehicle exit. The safety loop shall also prevent the gate from closing on a vehicle while exiting.

4.3.1.4 Provide fabric in single lengths between stretch bars with bottom barbs placed approximately 1-1/2 inches above the ground line. Pull fabric taut and attach to terminal posts by threading the tension bar through the fabric. Secure the tension bar to the terminal post with tension bands and 5/16” carriage bolts spaced no greater than 12” O.C. Secure fabric to line posts with tie wires spaced no greater than 12” O.C. Excess wire shall be cut off and bent over to prevent injury.

4.3.1.5 Install (2) 24’ cantilever vehicle gates, (2) gate operators and (2) digital keypads at locations indicated during site visits. Include (1) receiver at each gate and a total of (3) transmitters.

4.3.1.6 Install nuts for tension bands and hardware on the side of the fence opposite the fabric side. Peen ends of bolts to prevent removal of nuts.

4.3.1.7 Install (3) Model 670 rolling aluminum grilles 12’x12’ by Overhead Door Co. or approved equal

4.3.1.8 Include RSX operator with 3 button station & electric safety edges

4.4 Demolition:

4.4.1 Building 3322

4.4.2 Remove approx. 95’ LF of existing fence to include fabric, posts, and all accessories as shown on attached drawing.

4.4.3 Contractor shall cut existing posts below floor surface and patch floor surface to match existing.

4.4.4 Remove steel framed storage racks, and relocate as shown on the drawing.

4.5 Installation

4.5.1 Building 3322

4.5.2 Install 190’ LF of new fencing.

4.5.3 Remove and install new 4’ gate access door as shown on drawings.

4.5.4 Install new 10’ x 10’ double swing gate as shown on the drawing.

4.5.5 New fence under mezzanine shall be approx. 12’ to underside of mezzanine. All other new fence shall match existing height (approx.. 15’).

4.5.6 Relocate 6 sections of steel storage racks as shown on the drawing.

5. PROJECT CLOSEOUT

5.1 Pre-Inspection Final Cleaning (As Applicable):

5.1.1 Clean all surfaces exposed to view.

5.1.2 Polish transparent and glossy surfaces.

5.1.3 Clean equipment and fixtures.

5.1.4 Clean debris from roofs, gutters, drainage systems, and site.

5.1.5 Remove temporary labels.

5.1.6 Properly dispose of all hazardous and non-hazardous materials off base in accordance with the environmental controls specified in this Section.

5.1.7 Operation and Maintenance Manuals. Submit operation and maintenance manuals for each major building system or item of equipment as per the contract specifications, including but not limited to all mechanical and electrical systems and equipment:

5.1.7.1 Reference information to be included, as applicable:

5.1.7.2 Table of contents.

5.1.7.3 Directory listing names, addresses, and telephone numbers of the architect/engineer, Contractor, subcontractors, and suppliers.

5.1.7.4 Significant design criteria.

5.1.7.5 Shop drawings and product data.

5.1.7.6 Air and water balance reports.

5.1.7.7 Certificates.

5.1.7.8 Copies of warranties.

5.1.7.8.1 Warranty shall be made out to the 108th Wing.

5.1.8 Operation and maintenance information to be included, as applicable:

5.1.8.1 List of equipment

5.1.8.2 Parts list for each component.

5.1.8.3 Operating instructions.

5.1.8.4 Maintenance and troubleshooting instructions.

5.1.8.5 Repair and assembly/disassembly instructions.

5.1.8.6 Calibration requirements.