SOW_HAAW232002.pdf

Ver. May 2018

STATEMENT OF WORK (SOW)

FOR

Repair Bldg. 644 Fire Department Project Number HAAW232002

174th Attack Wing Hancock Field, Syracuse, NY

Hancock Field Air National Guard Base 6001 East Molloy Road

Syracuse, New York 13211

21 March 2023

TABLE OF CONTENTS

1.0 PROJECT GENERAL DESCRIPTION

2.0 SCOPE OF WORK

3.0 PERIOD OF PERFORMANCE

4.0 DESCRIPTION OF WORK

5.0 GENERAL CONDITIONS

6.0 MATERIALS & EQUIPMENT

7.0 ENVIRONMENTAL

8.0 APPLICABLE PUBLICATIONS & FORMS

9.0 ACRONYMS & ABBREVIATIONS

10.0 ATTACHMENTS

1.0 PROJECT GENERAL DESCRIPTION

1.1 This project consists of a repair and restoration at the base Fire Department Building 644.

PURPOSE/GOAL: The result of this project will be a repaired Fire Station to DoD standards.

Objectives:

Repair Vehicle Bay floor.

Repair by replacement approximately 5000 sq-ft of epoxy floor coating Repair all trench drains in the Vehicle Bay (See Attachments 10.2, 10.5, 10.6) Repair by replacement restroom and showers in room 106, 210, 211, & 212 to include wall and floor tile systems. Sealing of the tiles, grout system is required.

Demo approximately 150 ft of sidewalk Repair by Replacement approximately 150 feet existing expansion joint Repair by Replacement approximately 2200 SF of carpeting (Bid Option#1) Install reinforced concrete pad, 6”x20’x14’for a 3000 lb storage container.

(Bid Option #2) Repair by replacement the existing Oil/Water separator system connected to the existing trench drains and that meets or exceeds the specifications and functionality of the existing oil/water separator (OWS) system. May use system to encompass the piping that runs from the Drain to the OWS (See Attachments 10.4, 10.9, 10.10, 10.11) if in good condition.

(Bid Option #3) Remove existing sand interceptor beneath concrete parking area, backfill and replace the removed concrete. Existing concrete is 7” thick and reinforced.

(Bid Option #4) Generate a PFAS Work Plan & Submit it to the AHJ, 174 Environmental Management Office (EMO), and conduct monitoring during disturbance, demolition, or excavation. 174 EMO and National Guard Bureau (NGB) has continued coordination NYSDEC regarding the evolving PFAS requirements. Contractors shall follow current OSHA standards regarding PFAS.

NOTE: Relevant specifications and codes are listed in Section 8.

1.2 Hancock Field is synonymous with the location 174th Attack Wing New York Air National Guard which is often shortened to 174 ATKW. All references to Hancock Field hereafter in this SOW are equivalent to the 174th Attack Wing.

1.3 The contractor shall provide all labor, materials, tools, equipment, supervision/quality control, and project management necessary to complete the Project Repair B44 Fire Department at the 174th AW Hancock Field, Syracuse, NY. This includes but is not limited to demolition/recovery/disposal of existing equipment and delivery/receiving of all equipment.

Use of Government equipment should not be considered during any cost estimation.

1.4 The Government will not exercise any supervision or control over the contract service providers performing the services herein. Such contract service providers will be accountable solely to the Contractor who, in turn is responsible to the Government.

1.5 Contractors shall include recent references that they have performed two or more jobs in the last two years similar work on DoD Installations, similar facilities construction, or facilities repair experience working on Fire Stations or facilities Critical to National Defense.

1.5.1 All Contractors that perform epoxy floor surface preparation or epoxy floor coating application must be certified to SSPC QP 8 and should also be SSPC QS 1 certified prior to Contract award and must remain certified while accomplishing any surface preparation or coating application. The painting Contractors must remain so certified for the duration of the project. Manufacture certification maybe considered in lieu of industry certifications.

1.5.2 Labor, equipment, material/parts, and Overhead/Administration shall be separate cost categories.

1.5.3 Material and parts shall be further itemized with long lead times greater than 30 days identified in the Bid package.

1.5.4 The Contractor's proposed schedule (AF Form 3064 or detailed progress chart), prepared by the Contractor and shall be submitted with bid packages. Duration of milestones, construction, activities, utility outages, and other closures or outages shall be included. Calendar Dates may be estimated until after the Notice to Proceed (NTP) is issued by the Contracting Officer.

1.5.5 The Contractor shall provide all personnel, equipment, tools, materials, supervision, and quality control necessary, except as specified in Paragraph 6.1 as Government Furnished, to perform work as specified in Solicitation, Contract, Statement of Work, and Specifications. The Quality Control Manager shall have 4 years of similar construction or facilities repair experience working on Fire Stations or facilities Critical to National Defense.

The Quality Control Manager is a separate position and shall be on site for all project milestones on the Critical Path to Completion. The Quality Control Manager shall review all submittals for accuracy and ensure submittals meet Federal, State, local and manufacture standards prior to submission the Government.

1.6 Background and Existing Conditions

1.6.1 The base fire department oversees all base fire protection and is also tasked with the protection of the Syracuse Airport airfield. Members run a 24/7 coverage schedule and are vital to the base’s longevity and sustainment. For this reason, B644 will be occupied in part throughout the performance period. Contractor will need to coordinate with the COR for times areas need to remain clear of fire personnel.

1.6.2 The current OWS is estimated to have been installed in 1994 along with the floor drains. The OWS is corroding, and the integrity of the structure is becoming compromised due to salt from winters and snow plowing.

1.6.3 Concrete surrounding the floor drains within the building is spalling, as well as the epoxy on top of it.

1.6.4 Note attachments 10.1 thru 10.6 for Existing Conditions and Relevant Details

1.6.5 This facility has used Aqueous Film-Forming Foam (AFFF) in previous years, which is known to contain Perfluorinated Alkyl substances and Polyfluorinated Alkyl substances (PFAS). Potentially impacted media removed as a result of the repair site shall be located approximately 1 mile away within Hancock Field. The DoD and NYSDEC have been contacted for governing regulations regarding impacted PFAS media. These Agencies have not made a regulatory determination on potentially impacted media containing PFAS.

Therefore, this SOW shall follow the best practice of containing within Hancock Field the potentially impacted media disturbed as part of this SOW. Contractors shall follow current OSHA Standards when working around potentially impacted media.

1.6.6 All on site work will be performed at the following location:

Building 644 174th Attack Wing Hancock Field Air National Guard Base 6001 East Molloy Road Syracuse, New York 13211

2.0 SCOPE OF WORK

2.1 Contract work associated with HAAW232002 Repair Bldg 644 Fire Department shall achieve a complete and fully functional: building with usable facilities, pavement within and directly outside the building, oil/water separator with the bid option for a vehicle exhaust system.

2.2 Testing for full functionality shall occur after all components are replaced, repaired, and inspected. A properly formatted, completed, and signed inspection report shall be given to the Contracting Officer upon competition of on-site work and prior to the contractor demobilizing from the work site at Hancock Field.

2.3 Additional details are further described in the DESCRIPTION OF WORK within this

SOW.

3.0 PERIOD OF PERFORMANCE: The Period of Performance (POP) shall be 365 calendar days. This includes the Closeout Phase of the contract. The On-Site work may be less than the Contract POP and shall be noted in the Contractor’s Proposed Schedule.

4.0 DESCRIPTION OF WORK

4.1 Construction/Repair, Installation, and Work Performance Requirements

4.1.1 The contractor shall provide all required daily on-site Management, Supervision, and Quality Control to create a complete and useable Fire Station in accordance with current DoD Standards. The Prime Contractor shall provide a properly credentialed Quality Control Manager with 4 years of similar experience to this SOW. All necessary measures taken by the Contractor to ensure that the quality of a product or service shall meet contract requirements. This includes but is not limited to review of AF3000 Materials Submittals to ensure that materials, installation, and testing procedures meet or exceed Federal, State, Municipal and manufacturer’s requirements.

The Superintendent may serve as the Contractor Quality Control (CQC) Manager if the Superintendent has 10 years of Quality Control of similar construction/repair work. The contractor shall submit a written Construction Management and Quality Control plan prior to mobilizing. The Army Corps of Engineering (USACE) Engineering Pamphlet No. 415-1- 260 Construction Management Guide is an acceptable construction management framework if the contractor does not have a written plan consistent with the industry standard Construction Specifications Institute (CSI) MasterFormat for Project Management Plans & Quality Control Plans.

4.1.2 The result of this contract shall be a completely functional and usable restroom area with showers, new oil/water separator, carpeting, and equipment pad that are all consistent with the manufacturer’s O&M Manual and recommendations, as well as relevant technical specifications referenced in Section 8. Methods and procedures to perform work should particularly meet Federal regulations UFC 4-730-10 and UFC 3-270-01. Performance shall achieve an acceptable quality level of ninety-eight (98) percent. Work to include but is not limited to:

4.1.2.1 Remove approximately 150 sq ft of sidewalk.

4.1.2.2 Replace current expansion joint running approximately 35-ft on south side of building, and approximately 100-ft on north side of building.

4.1.2.3 Remove and replace all trench drains and install expansion joints on either side.

Perform partial depth repairs as needed on the surrounding concrete encasement.

Concrete shall meet or exceed the American Concrete Institute for the Trench drains are 27-ft in length on the south side of the building, and 87-ft in length on the north side of the building. Final elevations and sloping must be conducive to water drainage and match existing grades. Current trench slope is approximately 2ft/15ft or approximately 13% and have a width of approximately 14 inches. All measurements to be confirmed by contractor. Concrete must meet criteria as referenced in Section 8.0 relevant technical specifications and support vehicles weighing 100,000 lbs. See Attachments section for details on existing drain.

4.1.2.4 All waste generated from concrete work shall be relocated in accordance to Attachment 10.10 Spoils Details protected from migration by being wrapped in rubber under laminate as described in Attachment 10.10 Spoils Sand Interrupter Details and

Attachment 10.11 Spoils Haul Route within Hancock Field less than 1 mile away from the job site.

4.1.2.5 Remove and properly dispose of approximately 5000 sq ft of epoxy flooring and replace with 2-part or 3-part water-based epoxy concrete floor paint, with a slip-resistant, semi-gloss finish. Epoxy floor coating installation, Quality Control, and contractor experience level is further described in UFGS 09 67 23.15 Fuel Resistive Resinous Flooring, 3-Coat System.

4.1.2.5.1 The epoxy floor covering shall withstand the current intended use of 100,000 lbs Gross Vehicle Weight Rating for the Fire Apparatus Vehicles parked year-round Utilize Rhino Concrete or equivalent product for an industrial environment as appropriate for a Fire Department. Epoxy floor coating solutions shall meet or exceed the existing floor coating system.

4.1.2.5.2 Emergency Response vehicles cannot be out of the Fire Station during freezing temperatures or Inclement Weather. Floor coating shall be performed withing a 4-day window during non-freezing temperatures between May 15th and September 30th.

4.1.2.5.3 Final color to be coordinated with COR. Product to match referenced specifications in section 8. Paint flooring for each parking location to be consistent with specifications as well (match existing).

4.1.2.6 Remove approximately 2050 sq ft of carpeting and replace with a blended brown textured loop carpeting with a loop density of 6000 oz. per square yard. Remove approximately 345 linear ft of cove base and replace with 4-inch height, 0.08-inch thickness Johnsonite 47 Brown or equivalent. Submit specification sheets on products for final approval from COR prior to installation. Carpeting should be rated for medium-heavy traffic. Prepare floor as recommended by manufacturer.

4.1.2.7 Remove approximately 150 sq ft of carpeting in Room 208 and replace with static dissipative tile flooring with rubber base. Remove approximately 130 sq ft of cove base and replace with Johnsonite 47 Brown or equivalent. Prepare floor as recommended by manufacturer.

4.1.2.8 Remove and provide new for bathrooms as follows, update floor and wall tiling with square 12-in slip-resistant floor tiling and 4-in wall tiling. Replace existing fixtures such as soap dispensers, paper towels dispenser, and toilet paper dispenser with Government provided dispensers to ensure exact match:

Room 106: 28 sq-ft of floor tiling, 80 sq-ft of wall tiling, one single-faucet-counter with sink, and one mirror. Wall tiling from floor to 4-ft above floor.

Room 210: 40 sq-ft of floor tiling, 100 sq-ft of wall tiling, one single-faucet-counter with sink, and one mirror. Wall tiling from floor to 4-ft above floor.

Replace shower and shower flooring to be consistent with new shower surrounds in room 211.

Room 211: Approximately 40 sq-ft of floor tiling, 140 sq-ft of wall tiling, wall tiling from floor to ceiling. One shower in this room does not function. Repair shower plumbing within the wall that’s separating the showers. Replace wall with a new shower-surround for both showers and tile the flooring leading to each shower as appropriate.

Room 212: 150 sq-ft of floor tiling, 275 sq-ft of wall tiling, wall tiling from floor to 4-ft above floor, a two-faucet counter with two sinks (approximately 6’-6” long) and two mirrors.

4.1.3 Bid Options

4.1.3.1 Bid Option #1. Prepare area where 150 sq-ft of sidewalk was demolished and pour 6” of reinforced concrete in a 20-ft by 14-ft pad in location of the removed sidewalk, for equipment storage. An AF3000 Materials Submittal for the Concrete Mix design approved by the Government shall be required of the Prime Contractor prior to scheduling concrete delivery. The design mix shall meet or exceed ACI standards for the Syracuse, NY region, ACI Exposure class “F3” for exposures to freeze-and-thawing cycles and ACI water-cementitious materials ratio. Refer to ACI SPEC-301-20 and ACI CODE-318-19(22) for proper concrete requirements for Exposure requirements for Maximum water content, PSI, Air Content, and Limits on Supplementary Cementing Material.

4.1.3.2 Bid Option #2. Remove existing 372-Gallon Oil Water Separator system beneath concrete parking area, backfill, compact base, and install concrete in this location in accordance with DOT standards for vehicle traffic weighing 100,000 lb. See Attachments for details on existing concrete. If not reused, ensure existing utilities to system (water drainage, communications, etc.) are capped both inside and on the exterior of B644 and abandoned so water does not drain to this location. If reused, contractor shall demonstrate piping is in good and usable condition. Notify COR prior to backfilling. For any concrete removed to run new utilities to OWS system, replace as referenced in the first sentence of this paragraph.

Install a new steel, double-walled coalescing Oil/Water Separator (OWS), of equal or greater capacity of existing OWS, towards the east of the building in the grassy area away from the pavement (see Attachments). Route drainage lines from building, communication lines to building, and necessary attachments to the new OWS. Confirm with OWS manufacturer that slope percentage and installation setup is acceptable.

Provide this information to the COR prior to installation. OWS system shall be Gravity fed with Corrugated Plate Interceptor and be capable of 100 GPM or greater intermittent flow. See Attachments for existing OWS spec sheet, provide this product or a suitable substitution. System must be sized appropriately and meet all relevant local/state/federal environmental regulations. Seed and restabilize area of disturbance. Coordinate with Dig Safe prior to excavation.

4.1.3.3 Bid Option #3. Remove existing sand interceptor beneath concrete parking area, backfill and replace the removed concrete. Existing concrete is 7” thick and reinforced.

Install a new sand-interceptor to connect to the new OWS referenced in the previous section. A new OWS with a built-in sand-interceptor is acceptable and this section may be disregarded if sand-interceptor is integrated with the new, proposed OWS.

4.1.3.4 Bid Option #4. Create a Work Plan addressing the prevention of potentially PFAS impacted soils and groundwater migrating from the work area. The contractor shall write a work plan, outlining specific procedures necessary to complete the work and minimize exposure impacts. The work plan shall be submitted to 174 Environmental Management Office (EMO) for concurrence, Contractor is expected to execute best practices in accordance with approved work plan, EPA, OSHA and other approved Federal regulations at the time of award of this contract.

4.2 Additional Performance Requirements

4.2.1 Training: Familiarization training with project equipment, its abilities, and maintenance when applicable. Contractor provided; on-site training will not be conducted until the building systems are fully functioning and repair work is deemed complete. The minimum acceptable training will be a minimum of 1 hour for at least four government employees.

4.2.2 Testing: Contractor will submit test results, commissioning reports and as-built drawings in both paper and electronic format in Adobe® Portable Document Format. The test reports shall match the manufacturer’s inspection standard and format. In cases where the manufacture’s report format is not available, the industry standard format, local or Federal inspection forms shall apply. The contractor will accompany the Base Civil Engineer or their designated representatives and the COR on an inspection of the work. The system will be visually inspected for workmanship, damage, construction flaws, and defects and to ensure all components are properly marked, visible/accessible for future maintenance and labeled addresses where applicable. The installer will correct all deficiencies noted during the inspection in accordance with the terms of the contract. For fiber optic cabling, optical time domain reflectometer traces are required with end-to-end attenuation. The contractor will furnish the manufacturer, model number, and date of calibration for all test equipment used on the job site to perform testing. Contractor will submit all test results identified in the Architect and Engineering documents to the COR and Contracting Officer timely and with acceptable test results. Submit test results, photographs, and screen shots with direct references on as-built drawings in both paper and electronic format. Submit two papers and one electronic copy, either in Adobe® Portable Document Format or Microsoft® Word format, of test results to the Contracting Officer.

4.2.3 Progress Schedules: Required for all construction projects with a performance period of 30 days or longer. Project Schedules must be approved by the government and mandatory for projects at the 174 ATKW.

4.2.3.1 Contractor's proposed schedule (AF Form 3064 or detailed progress chart), prepared by the Contractor and submitted through the Base Civil Engineer/Facilities Management (BCE/FMO) to the Contracting Officer, must be accomplished within ten

(10) days after award. The Progress Schedule shall indicate the order in which the Contractor proposes to perform the work, the date which work will begin, and the date of anticipated completion. The schedule must continue through the entire contract period, even if earlier completion is anticipated.

4.2.3.2 The schedule shall begin in the form of a Progress Chart of suitable scale to indicate appropriately the percentage of work scheduled for completion at any time.

4.2.3.3 In the event of differing site conditions, change in specifications, additional work, etc., which would require a time extension more than 60 calendar days, a revised schedule is to be prepared. The revised schedule will reflect work completed up to the date of revision, the percentages adjusted accordingly, and performance time extended to the new completion date established by a Modification (MOD) to the contract as a result of the change.

4.2.3.4 The initial and revised schedules will include time for a final inspection and correction of any punch list items, which might be discovered during the final inspection.

4.2.3.5 AF Form 3064, Contract Progress Schedule and AF Form 3065, Contract Progress Report, will be used to satisfy the requirements of FAR 52.236 15, "Schedules for Construction Contracts". The Contractor's proposed progress schedule shall be submitted in a minimum of three copies. After review by the BCE/FMO, and approval by the Contracting officer, distribution will be made as follows:

4.2.3.6 Original copies will be maintained within the Contracting office.

4.2.3.7 Signed copy maintained by the BCE/FMO.

4.2.3.8 Signed copy maintained by the Contractor.

4.2.3.9 Instructions concerning the use of the AF Form 3064, Contract Progress Schedule, are on the reverse of the form. Additional instructions are as follows:

4.2.3.10 Block 2 will be the actual date that the contract performance period begins as determined by receipt of the Notice to Proceed.

4.2.3.11 Block 3 will be the completion date established by the contract terms.

4.2.3.12 Block 6 will be the date Contractor physically starts work under the contract.

4.2.3.13 Block 7 Self-explanatory (cannot be completed until work is completed).

4.2.3.14 Column B "Work Elements" must be in sufficient detail to identify all elements of work required to complete the project. Work elements must be limited to those tasks, which indicate progress, and which can be readily identified and measured by the Government inspector. These elements of work shall correspond with the elements of work shown on the AF Form 3065, Contract Progress Report. Some contracts will require supplies /services with very long lead times. While this delivery time is included in the construction period, it can have an impact on the performance.

Long lead time is relative to available performance period and the critical path of work.

4.2.3.15 Dates entered above columns D through Q will be the ending date for the period covered by each column. Each column will represent the performance period covered by each AF Form 3065, Contract Progress Report. Since AF Form 3065's are required semimonthly, these dates will be the 15th or the last day of the month.

4.2.3.16 The top half of the space under each column will be used by the Contractor to show the percentage of each work element that will be accomplished during that period. The percentage contained in Column D through Q for each work element must equal the percentage in Column C. Each column will be totaled, and the total entered in the top half of line 16. The totals of Column D through Q on line 16 must equal 100%.

4.2.3.17 Starting on Line Number 16, on the extreme right hand side of the form, number upward from 0 to 100 as follows: line 15 in "0", line 14 is "10", line 13 is "20", etc.

4.2.3.18 Beginning at the lower left corner of line 15, column D, the Contractor will graph his proposed progress, using a broken line.

4.2.4 Maintenance Plan: Contractor will submit a maintenance plan as specified.

Manufacturer’s O&M manuals may be used pending approval from the COR. The contractor will perform daily area cleanup at all equipment upgrade/installation locations until completion of work at each site. The contractor will remove all excess debris (boxes, wrapping, cables, etc.) and return facilities to previous condition once all upgrade/install actions are complete. The contractor will repair and/or replace all facilities and/or equipment damaged by the Contractor, or their subcontractors and warranty said facilities and/or equipment for the specified warranty period of new equipment of like kind, no less than one year. All affected areas will be restored to their original condition. Contractor will submit a maintenance plan for the equipment and address interconnection of equipment due to heat, moisture, and routine maintenance as it applies, and the maintenance required for equipment items. The contractor will furnish the manufacturer, model number, and date of calibration for all equipment used installed, repaired, or updated by contractor.

4.2.5 Documentation: Contractor will provide accurate, complete documentation for this contract 99% of time. In the event of errors, the contractor will provide corrections timely.

Exceptions or exclusions to the following document require approval from the Contracting Officer. Additional documentation submittals may be provided through a Submittal Schedule (AF Form 66) attached in the Solicitation. The minimum required documentation the Contractor shall provide is as follows:

4.2.5.1 Bonds

4.2.5.2 1413e Subcontractor

4.2.5.3 1354 real estate form when applicable

4.2.5.4 AF1477 or approved daily schedule.

4.2.5.5 Payment Schedule

4.2.5.6 Payment Submittals

4.2.5.7 AF3000 Materials Submittals & CSI Division 1 Documents

4.2.5.8 Quality Control Plan

4.2.5.9 Health & Safety Plan

4.2.5.10 Construction Waste Management Plan

4.2.5.11 Foreign Object Damage (FOD) Mitigation Plan when applicable

4.2.5.12 Test Results/Commissioning Report/Manufacturer’s Inspection Report

4.2.5.13 Request for Information (RFI) Coordination Sheet

4.2.5.14 Warranty and Closing documentation, Contractor will warranty system for at least One Year from the Final Government Acceptance Inspection. This includes replacement parts and repairs as specified in clause(s) 52.246-19 and by Contracting Officer. The contractor will repair and/or replace all facilities and/or equipment damaged by the Contractor, or their subcontractors and warranty said facilities and/or equipment for the standard warranty period of new equipment of like kind, no less than one year. All affected areas will be restored to their original condition.

4.2.5.15 Meeting Agendas, Meeting Minutes, or Meeting Notes for project meetings required or hosted by the Contractor for projects lasting 120 days or longer.

4.2.5.16 Any other called out in Specifications and Drawings including Manufacturer’s Schedules or Schematics

4.2.5.17 Contractor will provide approved As Built Drawings in CAD DWG format and Adobe® Portable Document Format. Exceptions can be approved by the 174th BCE or designee.

4.2.5.18 All applicable Operation & Maintenance Manuals

4.2.5.19 Solid Waste Disposal or Recycling receipts, waste manifests, or weight tickets

4.2.5.20 PFAS Work Plan submitted to 174 EMO

5.0 GENERAL CONDITIONS

5.1 General Requirements: The primary responsibility for overall management, quality of workmanship/installation according o industry standards and regulations, as well as control of work schedule and documentation lies with the contractor. The contractor is required to develop an organized project management process and controls. The Air National Guard does not follow a specific project documentation format for sustainment, minor renovation, and restoration projects. The 174 ATKW does accept the use of USACE Contractor Project Management and Quality Control Plan standards and format outline in the USACE Contractor Quality Control Course. The 174 ATKW also accepts Construction Specifications Institute (CSI) Division 1 General Requirements to include but not limited to Project Management and Quality Control Plans. Contractors shall use Air Force form AF3000 Submittal Form for all materials and documentation requiring Government approval. Contractors shall use Air Force form AF1477 Construction Inspection Report for documenting daily progress. Other acceptable daily document formats can be used once approved by the COR.

5.2 A Notice to Proceed (NTP) for work described in this SOW from the Contracting Officer will be issued once all applicable CSI Division 1 documents have been sent from the Contractor and a Pre-Construction Meeting or “Kickoff” meeting lead by the Contracting Officer has been accomplished.

5.3 Contractor Quality Control (CQC): The contractor shall develop and maintain an effective QC Plan (QCP) in writing to ensure services are performed in accordance with this SOW. The contractor shall submit the written QCP on a AF3000 to the Government for review prior to mobilization. The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The contractor’s QCP assures that all contract and subcontracted work complies with the requirements of the contract. As a minimum, the contractor shall develop QC procedures.

5.4 Bring any unforeseen project conditions to the attention of the KO immediately. Differing site conditions, which may alter the scope of work, shall be approved by the KO prior to such work being performed.

5.6 Recognized Holidays: The following are recognized United States (US) holidays. The contractor shall not perform services on these days:

5.6.1 New Year’s Day: January 1st

5.6.2 Martin Luther King, Jr.’s Birthday

5.6.3 President’s Day

5.6.4 Memorial Day

5.6.5 Juneteenth Federal Holiday

5.6.6 Independence Day: July 4th

5.6.7 Labor Day

5.6.8 Columbus Day

5.6.9 Veteran’s Day: November 11th

5.6.10 Thanksgiving Day

5.6.11 Christmas Day: December 25th

5.7 Working Hours/Duty Day: The contractor shall provide services between the hours of 7:00 a.m. – 4:15 p.m. on Monday through Friday, except on recognized US holidays or when the Government facility/installation is closed due to local or national emergencies, administrative closings, or similar Government-directed facility/installation closings. The duty day hours may be adjusted if previously identified and approved by the Base Civil Engineer or designee.

Performance will be in the Controlled Area at 174th ATKW New York Air National Guard Base, Syracuse, NY. The contractor shall at all times maintain an adequate work force for the uninterrupted performance of all tasks defined within this SOW when the Government facility/installation is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that the stability and continuity of the work force are essential.

5.7 Unscheduled gate closures by the Security Forces may occur at any time causing all personnel entering or exiting a closed installation to experience a delay. This cannot be predicted or prevented. Contractors are not compensated for unexpected closures or delays. Vehicles operated by contractor personnel are subject to search pursuant to applicable regulations. Any moving violation of any applicable motor vehicle regulation may result in the termination of the contractor employee’s installation driving privileges.

5.8 The contractor’s employees shall become familiar with and obey the regulations of the installation, including fire, traffic, safety, security environmental regulations while on the installation. Contractor employees should only enter restricted areas when required to do so and only upon prior approval. All contractor employees shall carry proper identification with them at all times and shall be subject to such checks as may be deemed necessary. The contractor shall ensure compliance with all regulations and orders of the installation which may affect performance. The Government reserves the right to direct the removal of an employee for misconduct, security reasons, or any overt evidence of communicable disease. Removal of contractor employees for reasons stated above does not relieve the Contractor from responsibility for total performance of this contract.

5.9 Security Requirements. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. All contractor (and sub-contractor) personnel shall always have a minimum of one government-issued photo identification with them.

5.10 The contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by Department of Defense (DoD), Headquarters Department of Army (HQDA) and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

5.11 For contractors that do not require a CAC, but require access to a DoD facility or installation: Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014- 05/AR 190-13), and applicable installation, facility and area commander installation/facility access, and local security policies and procedures (provided by a government representative).

5.12 Communications Security/Information Technology (COMSEC/IT) Security. All communications with DoD organizations are subject to COMSEC review. All telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DoD organizations.

Therefore, the contractor is advised that any time contractor personnel place or receive a call they are subject to COMSEC procedures. The contractor shall ensure wide and frequent dissemination of the above information to all employees dealing with DoD information. The contractor shall abide by all Government regulations concerning the authorized use of the Government's computer network, including the restriction against using the network to recruit Government personnel or advertise job openings.

5.13 AT Level 1 Awareness Training (AT): When deemed applicable by the Contracting Officer, contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through the Joint Knowledge Online website:

https://jko.jten.mil/courses/AT-level1/launch.html

5.14 iWATCH Training: When designated by the Contracting Officer, the contractor and all associated subcontractors with an area of performance within an Army-controlled installation, facilities or area shall brief all employees on the local iWATCH program. This local developed training shall be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR or the KO. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance. The contractor shall report completion for each contractor employee and subcontractor employee to the COR within 15 calendar days after completion of training.

This contract is not anticipated to occur on any Army –controlled installations. Air Force Eagle Eye program may be used only at New York Air National Guard bases.

5.15 OPSEC Training: When designated by the Contracting Officer, Operations Security (OPSEC) PMs/SMO/SMNCOs/Coordinators will provide OPSEC training or training materials to contract employees in accordance with AFI 10-701, Training will occur within 90 days of employees’ initial assignment to the contract and annually thereafter. General organizational orientations may need to be supplemented by duty-related orientations in the work center targeted toward specific critical information and vulnerabilities associated with the work. Initial training (OPSE 1301 - OPSEC Fundamentals) and refresher training (Protecting Sensitive Information) are both available on the ADLS website.

5.16 Safety Requirements:

5.16.1 The contractor is directly responsible for complying with Federal and State OSHA standards for its employees including subcontractors.

5.16.2 Health and Safety Plan. When applicable, the Contractor shall submit a written, site-specific Health/Safety Plan and Accident Prevention Plan to the local Contracting Office.

The Prime Contractor Superintendent, Project Manager, Foreman shall ensure all employees and subcontractors understand the Health and Safety plans submitted for this project. The contractor shall be familiar with the Health Protection Conditions (HPCON). The HPCONs may increase or decrease rapidly depending upon the local health threat. At the time this SOW was written, the 174 ATKW was in HPCON BRAVO due to the COVID-19 pandemic. The use of face coverings are required for individuals that can’t maintain six feet separation. The 174 ATKW leadership determines the specific policies that will be followed. The Center for Disease Control (CDC) guidance and posture is generally followed at the 174 ATKW. The 174 ATKW Commander may adopt additional protective measures as local Health threats and CDC guidance change or are updated. Contractors will be notified immediately of any changes in local guidance on base. Face Coverings are considered PPE and will not be provided by the Government.

5.17 FOD Mitigation Plan. When applicable, Contractors shall submit a FOD Mitigation plan before any on site work begins. The 174 ATKW Airfield Manager is the approving official.

There is not a local format requirement. The FOD Mitigation Plan format used by the FAA is acceptable.

5.18 All work shall follow be performed in accordance with OHSA & DoD Regulations. If there is a conflict in regulations, the most stringent applies. Contractors are required to have a representative on staff with a current OSHA 30-Hour Construction Training Certificate.

Contractors working on site shall have a current OSHA 10-Hour Construction Training Certificate.

5.19 Welding/Hot Work Permits. All Hot Work shall be permitted through the Installation Fire Department and Ground Safety. Permits are issued following the routing and approval of AF Form 592 Hot Work Permit. Wet Signatures are required unless all persons requiring signature have the ability to digitally sign the AF Form 592. Digital Signatures cannot be mixed with Wet Signatures. An example form can be found in Attachment #1 of this SOW. The AF Form 592 routing list is as follows:

Office Phone Number Email Address Safety Office (315) 233-2143 David.Roe@us.af.mil Bio-environmental Engineering Office

(315) 233-2477 Stephen.bitler@us.af.mil

Fire Emergency Services

(315) 233-2663

(315) 233-2534

Luke.perrto@us.af.mil or Jeffery.chrissley.1@us.af.mil

5.20 Aerial Lifts and Elevated Work Platforms. All elevated work must meet the most current OSHA standards and be clearly documented in the project schedule. All work requiring elevated lifts or platforms shall be inspected by the 174 ATKW Safety Office prior to beginning work.

This includes scaffolding, motorized and non-motorized platforms, vehicle-mounted work platforms, scissor lifts and aerial lifts. Pre-Work Inspections can be coordinated directly with the on-site, Installation Safety Office.

5.21 Crane Lifts. Crane Lift Plans shall be submitted four weeks prior to scheduled lifts to properly coordinate with 174 ATKW Ground Safety and 174 ATKW Airfield Management.

Additional coordination may be required with the FAA depending upon the maximum crane tip height and location on base that the lift will occur. Revised plans should there be a crane or crane operator change shall be submitted no later than 10 days prior to the scheduled lift.

5.22 Physical Security. The contractor shall safeguard all Government property provided for contractor use. At the close of each work period, Government facilities, equipment and materials shall be secured.

5.23 Key Control. All references to keys include key cards. The contractor shall establish and implement methods of ensuring that no keys/key cards issued by the Government are lost or misplaced or are used by unauthorized persons. No keys issued by the Government shall be duplicated. Such procedures shall include turn-in of any issued keys by personnel who no longer require access to locked areas. The contractor shall immediately report any occurrences of lost or duplicated keys/key cards to the COR.

5.24 In the event keys, other than master keys, are lost or duplicated, the contractor shall, upon direction by the KO, re-key or replace the affected lock or locks; however, the Government, at its option, may replace the affected lock or locks or perform re-keying. When the Government replaces or re-keys the locks, the Government will deduct the total cost of lock replacement or re-keying from the monthly payment due the contractor. In the event a master key is lost or duplicated, the Government will replace all locks and keys for that system and will deduct the total cost from the monthly payment due the contractor.

5.25 The contactor shall prohibit the use of the Government issued keys/key cards by any persons other than the contractor’s employees. The contractor shall prohibit the opening of locked areas by contractor employees to permit entrance of persons other than contactor employees engaged in the performance of services in those areas, or personnel authorized entrance by the KO.

5.26 Lock Combinations: The contractor shall establish and implement methods of ensuring that no lock combinations are revealed to unauthorized persons. The contractor shall ensure that lock combinations are changed when personnel having access to the combinations no longer have a need to know such combinations.

5.27 Post Award Conference/Periodic Progress Meetings: The contractor agrees to attend any post award conference convened by the KO in accordance with FAR Subpart 42.5. The KO, COR and other Government personnel, as appropriate, may meet periodically with the contractor to review the contactor’s performance. At these meetings, the KO will apprise the contractor of how the Government views the contractor’s performance and the contractor shall apprise the Government of problems, if any, being experienced. The contractor shall resolve outstanding issues raised by the Government. Contractor attendance at these meetings shall be at no additional cost to the Government. The Contractor shall email a meeting agenda to the Government in advance of the Periodic Progress Meeting. The Contractor shall email the Meeting Minutes with bullet points of all topics discussed during the meeting no longer than seven calendar days following the end of the Progress Meeting.

5.28 Contract Manager (CM): The contactor shall designate a CM who shall ensure performance under this contract. The name of this person, and an alternate who shall act for the contractor when the CM is absent, shall be designated in writing to the KO. The CM or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The CM shall work through the COR, to resolve issues, receive technical instructions, and ensure adequate performance of services. The CM shall ensure that contractor employees do not perform any services outside the scope of the contract without an official modification issued by the KO. The CM shall ensure contractor employees understand that services performed outside the scope of the contract are performed wholly at the expense of the contractor.

5.29 Identification of Contractor Employees: All contractor personnel attending meetings, answering Government telephones and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression that they are Government employees. The contractor shall ensure that all documents or reports produced by contractor personnel are suitably marked as contractor products or that contractor participation is appropriately disclosed. The contractor’s status as a “contractor” shall be predominantly displayed in all correspondence types (to include signature blocks on e-mail) and dealings with Government or non-Government entities. Contractor personnel shall wear identification badges distinguishing themselves as such. The badges shall have the company name, employee name and the word “contractor” displayed. The contractor shall retrieve all identification media (including vehicle passes) from its employees who depart employment for any reason. The contractor shall return all identification media (i.e., badges and vehicles passes) to the KO within 14 days of an employee’s departure.

5.30 Combating Trafficking in Persons: The United States Government has adopted a zero-tolerance policy regarding trafficking in persons. Contractors and contractor employees shall not engage in severe forms of trafficking in persons during the period of performance of the contract;

procure commercial sex acts during the period of performance of the contract; or use forced labor in the performance of the contract. The Contractor shall notify its employees of the United States Government’s zero tolerance policy, the actions that will be taken against employees for violations of this policy. The contractor shall take appropriate action, up to and including termination, against employees or subcontractors that violate the US Government policy as described at FAR 22.17.

5.31 Data Rights: The Government has unlimited rights to all documents/materials produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be Government owned and are the property of the Government with all rights and privileges of ownership/copyright belonging exclusively to the Government.

These documents and materials may not be used or sold by the contractor without written permission from the KO. All materials supplied to the Government shall be the sole property of the Government and may not be used for any other purpose. This right does not abrogate any other Government rights.

5.32 Organizational Conflicts of Interest (OCI): The contractor and subcontractor personnel performing services under this contract may 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 OCIs, as defined in FAR Subpart 9.5. The contractor shall notify the KO 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 KO to avoid or mitigate any such OCI. The contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the KO. In the event the KO unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the KO may impose 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.

5.33 Fines. Any Federal, State, or local government fines imposed on the 174 ATKW by other government agencies due to the Contractor’s action or non-compliance with this contract or Government regulations shall be transferred to the Contractor. Additional Liquidated Damages may be enforced by the Contracting Officer if the Government incurs additional administrative work as a result of the Contractor’s non-compliance to Federal, State and local government standards.

6.0 MATERIALS AND EQUIPMENT

6.1 Government Furnished Property, Material, Equipment and Services (GFP/M/E/S)

6.1.2 Property: NONE

6.1.3 Materials: Restroom, Soap and Paper Dispensers

6.1.4 Equipment: NONE

6.1.5 Services: NONE

6.2 Utilities

6.2.1 All utilities in the facility will be available for the contactor’s use in the performance of this contract.

6.2.2 The contractor shall instruct employees in utilities conservation practices. The contractor shall operate under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount.

6.2.3 Hook up will be to existing outlets and will be the contractor’s responsibility.

6.2.4 Water outlets without a suitable backflow prevention device already installed must have one provided by the contractor prior to use. The backflow prevention device must be submitted to the KO for approval before installation or use. Submittal instructions apply to backflow prevention device approvals.

6.2.5 Any planned…