SOW.pdf

Ver. May 2018

STATEMENT OF WORK

FOR

Project Number HAAW232015

Repair Concrete Stairs Building 643

174th Attack Wing Hancock Field, Syracuse, NY Hancock Field Air National Guard Base

6001 East Molloy Road Syracuse, New York 13211

30 October 2023

TABLE OF CONTENTS

1.0 PROJECT GENERAL DESCRIPTION

2.0 PERIOD OF PERFORMANCE

3.0 SCOPE OF WORK

4.0 GENERAL CONDITIONS

5.0 MATERIALS & EQUIPMENT

6.0 ENVIRONMENTAL

7.0 APPLICABLE PUBLICATIONS & FORMS

8.0 DEFINITIONS & ACRONYMS

9.0 ATTACHMENTS

1.0 PROJECT GENERAL DESCRIPTION

1.1 This project, Repair Concrete Stairs at Building 643 consists of repair by replacement of the (2) sets of concrete stairs and safety railings. The location of the existing stairs is on the North side and the South side of Building 643. Reference ATTACH 9.1 (Base Location Map) The final result of Repair Concrete Stairs at Building 643 is to promote life safety through a well-executed contract, meeting both code requirements and optimal functionality.

1.2 Hancock Field is synonymous with the 174th Attack Wing New York Air National Guard which is often shortened to 174 ATKW. All reference to Hancock Field here after in this SOW are equivalent to the 174th Attack Wing. Building 643 is commonly referred to as “B643” here after.

1.3 The contractor shall provide all labor, materials, tools, equipment, supervision/quality control, and project management necessary to complete the Project Repair Stairs at Building 643 at the 174th AW Hancock Field, Syracuse, NY. This includes but is not limited to demolition/recovery/disposal of existing materials, delivery/receiving of all equipment to B643. Use of Government equipment should not be considered during any cost estimation.

1.3.1 All work must be completed without damage to any other government property outside the SOW. The Contractor bears the responsibility of restoring or replacing any item damaged during this Contract. This includes but is not limited to buildings, pavements, sidewalks, fences, gates, utilities, lawns, landscaping, government owned equipment, and all components of the aforementioned.

1.3.2 All work performed under this SOW shall be conducted in accordance with all applicable state and federal laws and regulations, Department of Defense policies, Unified Facilities Criteria (UFC), and the WBDG. This includes but is not limited to UFGS 03 30 00 Cast in Place Concrete, UFGS 03 30 53 Miscellaneous Cast-In Place Concrete, In the case of discrepancies among regulations, the most stringent regulation applies. Any requests to deviate from the most stringent regulation shall be submitted in writing to the 174th Base Civil Engineer for approval.

1.4 The Government will not exercise any supervision or control over the contract service providers performing the services herein. The Prime Contractor shall be responsible for the projects management, quality control, on-site supervision, and safety of all subcontractors.

Such contract service providers and subcontractors will be accountable solely to the Prime Contractor who, in turn is responsible to the Government. The prime Contractor is defined as the contractor signing the contract or agreement with 174 Base Contracting Officer (KO).

The Contracting Officer Representative (COR) or Project Manager (PM) shall be the primary Point of Contact (POC) with the Contractor.

1.5 Request for Proposals (RFP) shall be fully itemized by material cost, labor cost, management cost and administrative cost. Proposals shall describe the contractor’s proposed solution and methods of executing the solution.

1.5.1 All work shall be performed by a Contractor that is ACI certified with at least (5) years’ experience working F3 exposure class concrete and concrete stairs. Applicable industry certifications for the work described in this SOW shall be included in RFP.

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 RFP.

1.5.4 The Contractor shall provide all personnel, equipment, tools, materials, supervision, and quality control necessary to perform the demolition and restoration of a quantity of (2) concrete entryway steps specified in the Solicitation, Contract, and Statement of Work. Performance shall achieve an acceptable quality level of ninety-eight

(98) percent Services, as defined in this SOW.

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

174th Attack Wing Hancock Field Air National Guard Base 6001 East Molloy Road Syracuse, New York 13211 Building 643 Reference ATTACH 9.1 Base location Map

2.0 PERIOD OF PERFORMANCE:

The Period of Performance (POP) shall be 45 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.

3.0 SCOPE OF WORK

The work specified by this Section 3.0 SCOPE OF WORK consists of the Contractor furnishing all labor, equipment, tools, appliances, transportation, and materials to complete the demolition disposal and installation of (2) sets of concrete stairs.

All work must be completed without damage to any other government property outside of this work scope. All work performed under this SOW shall be conducted in accordance with all applicable state and federal laws and regulations, Department of Defense (DoD) policies and regulations, Whole Building Design (WBD), and American Concrete Institute (ACI).

This includes but is not limited to WBD UFGS 03 30 00 Cast-In-Place-Concrete, UFGS 03 30 53 Miscellaneous Cast-In-Place Concrete, ACI 121-R Guide for Concrete Construction Quality Systems in Conformance with ISO 9001, ACI 302.1R-15 Guide to Concrete Floor and Slab Construction, ACI 301-1 Specifications for Structural Concrete, ACI 304R Guide for Measuring, Mixing, Transporting, and Placing Concrete. ACI 305R Guide to Hot Weather Concreting, ACI 306.1 Standard Specification for Cold Weather Concreting, ACI 306-R Guide to Cold Weather Concreting, ACI 308-1 Specification for Curing Concrete, ACI 347 Guide to Formwork for Concrete, ACI SP-66 ACI Detailing Manual, ASTM A1064/A1064M Standard Specification for Carbon Steel, Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete, ASTM A615/A615M Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement, ASTM C1077 Standard Practice for Laboratories Testing Concrete and Concrete Aggregate for use in Construction and Criteria for Laboratory Evaluation, ASTM C143/C143M Standard Test Method for Slump of Hydraulic-Cement Concrete, ASTM C1602/C1602M Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete, ASTM C172/C172M Standard Practices for Sampling Freshly Mixed Concrete, ASTM C260/C260M Standard Specification for Air Entraining Admixtures for Concrete, ASTM C39/C39M Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens ASTM C42/C42M Standard Test Method for Obtaining and Testing Drilled Cores, and Sawed Beams in Concrete, ASTM C94/C94M Standard Specification for Ready Mix Concrete any discrepancies among regulations, the most stringent regulation applies. Any requests to deviate from the most stringent regulation shall be submitted in writing to the 174th Base Civil Engineer for approval.

Contractor shall provide a straight and clean ½” (w) sawcut joint on North and South entry landing. Prior to commencement of work the Contractor shall erect temporary tenting at both North and South Building Entrances. The temporary tenting will serve as dust control as well as to delineate the Contract Work Area from the area that remains for building access. A reasonable amount of water will be furnished by the Government to further aid in dust control. The Contractor shall post signs that identify as “Construction Area”. Signs shall be positioned so that they are clearly visible to personnel both entering and exiting the Facility. Reference ATTACH 9.2 (South Entrance Layout Plan) and Reference ATTACH 9.3 (North Entrance Layout Plan).

Contractor shall coordinate access to water source with COR. Contractor to ensure water hoses are not crossing over any active pedestrian ramps or sidewalks thus reducing a tripping hazard.

Sawcut will serve as an expansion joint between poured in place stairs and existing landing to remain. Treat expansion joint as directed in ACI guidance documents.

Contractor shall remove existing step(s) and a portion of landing to a depth equal to the top of existing poured in place footings. Prior to removal the Contractor shall field verify existing step Rise and Run and elevations to ensure new form work matches that of existing steps. Reference ATTACH 9.4 (Existing Entrance Detail – Typ. Of 2 sets of stairs)

Contractor shall remove existing railing in a manner that will preserve railings for re-installation. Railings shall be stored in a safe location so as not to incur damage.

Finished height of re-installed railing shall match that of pre-construction height.

Anchoring method for railing re-installation shall be submitted to Government COR for approval.

At the location of sawcut Contractor shall drill out and install #4 x 18” long dowels spaced every 18” horizontally. Contractor shall vacuum dowel anchor holes prior to dowel installation to ensure a clean surface for the bonding agent. Epoxy dowels in an ACI approved bonding agent.

Contractor shall form up steps and install recommended coated rebar and wire mesh as per guidance found in ASTM A1064/A1064M and ASTM A615/A615M. Contractor shall maintain ¼” (6mm) per foot slope on each step to assure proper drainage. The Rise and Run of finished steps shall match that of existing conditions prior to demolition.

Stair risers must be uniform in size and shape. The tolerance between the largest and smallest riser height shall not exceed 3/8” similarly the tread depths must be uniform with an allowable tolerance no greater than 3/8” between the largest and smallest tread dimension. Reference ATTACH 9.5 (New Concrete Stairs Detail – Typ. Of 2 sets of stairs)

All mix designs shall be in accordance with ACI specifications. Prior to ordering concrete, all mix designs shall be submitted in writing to the COR for approval. Mix designs that are delivered without pre-approval may be subject to rejection. The mix design shall consist of ACI 318 minimum standards:

3.10.1 5000 psi

3.10.2 Reinforced fiber mesh

3.10.3 Water to Cement Ratio 0.40 (an approved plasticizer may be used in lieu of w/cm ratio for workability)

3.10.4 Air Content based on aggregate size.

3.10.5 Exposure Classification F3

3.10.6 Limits on Cementitious materials for concrete assigned to Exposure Class F3

3.10.7 Reference ATTACH 9.6 (Table 1), (Table 2), and (Table 3).

After placing concrete, Contractor shall finish steps and landing in accordance with ACI specifications. In lieu of existing abrasive nosing the Contractor shall utilize grooved edger to create an anti-slip surface at each stair nosing with a broom finish for the remaining. Contractor shall apply a durable, waterproof, and UV protected sealer after concrete has fully cured at (28) days. Apply in accordance with manufacturers specifications but no less than (2) coats applied. Contractor must submit Concrete Sealer for to the KO for approval.

Testing: The Contractor shall provide the services of an independent testing laboratory qualified to perform testing required by this contract. Field Testing Technicians shall be ACI Concrete Technicians Grade I qualified in accordance with ACI SP-2 or equivalent. The Contractor shall provide written test results for both (7) day and (14) day breaks that meet 90% compressive strength after 14 days. The Contractor at a minimum shall arrange for Field Testing on each truckload of concrete delivered to the job site.

4.0 GENERAL CONDITIONS

General Requirements: The primary responsibility for overall management and control of work 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 AW does accept the use of USACE Engineering Regulation 1110-1-8155 Engineering Design Specifications and Construction Specifications Institute (CSI) Division 1 General Requirements.

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.

All work is being performed on DoD Federal facilitates. The Base Fire Marshall is Maj David F. Livesay assigned to the 174 ATKW. All work shall follow current editions of the International Building Code (IBC), Unified Facilities Criteria (UFC), National Electrical Code (NEC), National Fire Protection Association (NFPA), International Plumbing Code, American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE), American National Standards Institute (ANSI), and 174 Attack Wing Facility Standards.

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.

Quality Control (QC): The contractor shall develop and maintain an effective QC Plan (QCP) to ensure services are performed in accordance with this SOW. 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 that address the areas identified in Technical Exhibit 1, Performance Requirements Summary (PRS).

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.

The most stringent regulation or code applies in any cases of conflict between State, Federal or DoD regulations. Exceptions must be authorized in writing from the 174th Attack Wing Base Civil Engineer prior to installation or application.

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

4.7.1 New Year’s Day: January 1st

4.7.2 Martin Luther King, Jr.’s Birthday

4.7.3 President’s Day

4.7.4 Memorial Day

4.7.5 Juneteenth: June 19th

4.7.6 Independence Day: July 4th

4.7.7 Labor Day

4.7.8 Columbus Day

4.7.9 Veteran’s Day: November 11th

4.7.10 Thanksgiving Day

4.7.11 Christmas Day: December 25th

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.

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.

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.

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.

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.

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).

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.

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

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.

Safety Requirements:

4.18.1 The contractor is directly responsible for complying with Federal and State

OSHA standards for its employees including subcontractors.

4.18.2 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.

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.

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.

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

Lecleaise.smith@us.af.mil or Jeffery.chrissley.1@us.af.mil

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

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.

5.0 MATERIALS AND EQUIPMENT

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

5.1.1 Property: NONE

5.1.2 Materials: NONE

5.1.3 Equipment: NONE

5.1.4 Services: Access to Water

Utilities

5.2.1 A reasonable amount of water will be made available by the Government for during demolition.

5.2.2 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.

5.2.3 Hook up will be to existing spigots and will require coordination with the COR.

5.2.4 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.

5.2.5 Any planned utility outage requests or notifications shall be routed to the Contracting Officer not less than twenty-one (21) working days prior to the planned outage.

Contractor Furnished Property, Materials, and Equipment (CFP/M/E):

5.3.1 Construction materials must meet relevant code specifications and the New York State building code for northern construction and weather conditions.

5.3.2 The contractor shall submit to the Contracting Officer (KO) for approval all items listed on attached Material Submittal Schedule within 10 calendar days of the notice to proceed (NTP). Alternatively, the contractor may, within 10 calendar days of the NTP, provide the KO with a schedule indicating when each material submittal shall be5submitted for approval.

5.3.3 Use an AF Form 3000 for transmitting material submittals.

5.3.4 Ensure that any disapproved submittal will not impact the approved project execution schedule, as a disapproved submittal shall not be considered grounds for a time extension.

5.3.5 Allow for a minimum of 15 working days for the Government’s processing of submittals.

5.3.6 The contractor shall not order, deliver, nor install any materials and/or equipment without KO’s approval or remove any materials on site that have not been properly approved.

5.3.7 In addition to model and serial numbers, the contractor shall provide 1 hard copy of the operations & maintenance (O&M) manual for each installed equipment item unless otherwise specified. Final payment (up to 10% of awarded amount) will be withheld until O&M manuals are received by the

COR.

5.3.8 Except for those items specifically stated to be Government-Furnished in

Paragraph 6.1, the contractor shall furnish everything required to perform these services as indicated in Section 1.0

5.3.9 The specification hierarchy is the collection of technical specifications to be used for all projects. The hierarchy is listed in the order of precedence (i.e. “A” supersedes “B”, “B” supersedes “C”, etc.). Any conflict in specifications shall be resolved by following the more stringent requirement.

The local approving authority is the 174th Base Civil Engineer. The hierarchy is as follows:

A. Any Specifications/Installation guidance by the Manufacturer B. ASHREA & National Electric Code (NEC) C. State of New York Code D. Federal Specifications (i.e. UFC, DoD, ANG, or FAA) E. MATOC or Contract Default Specifications

6.0 ENVIRONMENTAL

All spills shall be reported to the COR or the Base Environmental Office to determine the level of reporting required and risk involved. Historically, most spills by vendors are due to oil, hydraulic fluid or gasoline leaking from service vehicles. Acceptable Safety & Environmental plans include spill kits on service vehicles.

6.1.1 Spill kits are required while working on base. Required spill kits shall match the level of risk associated with the scope of work.

6.1.2 In the event of an emergency, small scale spill kits are available at various locations around base. Government provided spill kits used in an emergency shall be restocked by the vendor at the vendor’s expense.

Hazardous Materials A hazardous material (HM) is any item that is:

6.2.1 a health hazard or physical hazard as defined in 29 CFR 1910.1200(c), or

6.2.2 regulated in its disposal by the Environmental Protection Agency in 40 CFR, or

6.2.3 hazardous as defined by Department of Transportation regulation in 49 CFR, or

6.2.4 hazardous as defined by the Dangerous Goods Regulations of the International

Air Transportation Association

If hazardous material is required to complete this contract, the contractor shall submit to the KO a HM storage plan and Chemical/Hazardous Material Request Authorization Form (AF Form 3952).

Any Federal, State, or local government fines imposed on the 174 ATKW due to the Contractor’s non-compliance with this contract or Government regulations shall be transferred to the Contractor. This includes but is not limited to Environmental fines, Storm Water Pollution violations, EPA and NYS Department of Environmental Conservation. (DEC).

Office Phone Number Email Address

Environmental Management Office

(315) 233-2111 or (315) 233-2692

Jason.preston.4@us.af.mil Christopher.wunderlich.1@us.af.mil

Bio-environmental Engineering Office (315) 233-2477 Stephen.bitler@us.af.mil

Additional Environmental Considerations

6.5.1 Contractor shall clean up after each work period and dispose of all debris at the close of each day.

6.5.2 The contractor shall not use any government disposal bins, dumpsters or trash receptacles for any reason at any time unless otherwise specified in this SOW.

The contractor shall provide appropriate disposal bins and/or trash receptacles.

Approval of disposal bins/trash receptacle location(s) shall be coordinated through the COR.

6.5.3 The contractor shall not allow debris to leave the work area risking damage to aircraft engines and other government property.

6.5.4 All debris or trash shall be disposed of off base. All demolition debris shall be disposed of at a permitted landfill, with landfill authorization, unless other arrangements have been coordinated through the Environmental Management Office (EMO). Contractor shall coordinate with the base EMO prior to disposing any materials off base.

6.5.5 Provide documentation of all disposal and recycling of solid waste, such as landfill receipts; waste manifests, or weight tickets from the landfill that accepts the debris.

7.0 APPLICABLE PUBLICATIONS AND FORMS

Publication (Chapter/Page)

Date of Publication

Mandatory or Advisory Website

UFC 3-410-01 Heating, Ventilating, And Air Conditioning Systems 07/21/2021 Mandatory wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-

410-01

UFC 3-410-02 Direct Digital Control for HVAC and Other Building

Control Systems 04/12/2021 Mandatory UFC 3-410-02 Direct Digital Control for HVAC and

Other Building Control Systems, with Change 2 | WBDG - Whole Building Design Guide

UFC 3-470-01 Utility Monitoring and Control System (UMCS) Front End and Integration 01/12/2018 Mandatory wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-

470-01

UFC 3-520-01 Interior Electrical Systems 04/12/2021 Mandatory UFC 3-520-01 Interior Electrical Systems, with

Change 2 | WBDG - Whole Building Design Guide

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA):

AMCA 201 (2002; R 2011) Fans and Systems AMCA 210 (2016) Laboratory Methods of Testing Fans for Aerodynamic Performance Rating AMCA 300 (2014) Reverberant Room Method for Sound Testing of Fans AMCA 301 (2014) Methods for Calculating Fan Sound Ratings from Laboratory Test Data https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-410-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-410-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-410-02 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-410-02 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-410-02 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-470-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-470-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-520-01 https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-520-01

AMCA 500-D (2012) Laboratory Methods of Testing Dampers for Rating

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI 880 I-P (2011) Performance Rating of Air Terminals AHRI 885 (2008; Addendum 2011) Procedure for Estimating Occupied Space Sound Levels in the Application of Air Terminalsand Air Outlets AHRI Guideline D (1996) Application and Installation of Central Station Air-Handling Units

AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

ABMA 11 (2014) Load Ratings and Fatigue Life for Roller Bearings ABMA 9 (2015) Load Ratings and Fatigue Life for Ball Bearings

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2010) Ventilation for Acceptable Indoor Air Quality ASHRAE 70 (2006; R 2011) Method of Testing for Rating the Performance of Air Outlets and Inlets ASHRAE 90.1 - IP (2013) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASME INTERNATIONAL (ASME)

ASME A13.1 (2015) Scheme for the Identification of Piping Systems

ASTM INTERNATIONAL (ASTM)

ASTM A123/A123M (2017) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless ASTM A924/A924M (2017a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process ASTM B117 (2016) Standard Practice for Operation Salt Spray (Fog) Apparatus ASTM B766 (1986; R 2015) Standard Specification for Electrodeposited Coatings of Cadmium ASTM C1071 (2016) Standard Specification for Fibrous Glass Duct Lining Insulation (Thermal and Sound Absorbing Material) ASTM C553 (2013) Standard Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications ASTM C916 (2014) Standard Specification for Adhesives for Duct Thermal Insulation ASTM D1654 (2008; R 2016; E 2017) Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments ASTM D3359 (2017) Standard Test Methods for Rating Adhesion by Tape Test ASTM D520 (2000; R 2011) Zinc Dust Pigment ASTM E2016 (2015) Standard Specification for Industrial Woven Wire Cloth ASTM E84 (2018a) Standard Test Method for Surface Burning Characteristics of Building Materials

Date of

Publication Mandatory or Advisory Website

Federal Acquisition Regulation Mandatory https://www.acquisition.gov/?q=browsefar or http://farsite.hill.af.mil/

Defense Federal Acquisition Regulation Supplement Mandatory http://www.acq.osd.mil/dpap/dars/dfarspgi/curre nt/index.html or http://farsite.hill.af.mil/ DoDM 1000.13-M-V1

DoD Identification (ID) Cards (Enclosure 2, paragraph 3.b)

01/23/2014 Mandatory http://www.esd.whs.mil/Directives/issuances/do dm/

DoDM 5200.2 Regulation 5200.02 Procedures for the DoD Personnel

Security Program (PSP) 04/03/2017 Mandatory http://www.dtic.mil/whs/directives/corres/pub1.h tml

AR 381-12 06/01/2016 Mandatory http://armypubs.army.mil/ProductMaps/PubFor m/AR.aspx https://www.acquisition.gov/?q=browsefar http://farsite.hill.af.mil/ http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html http://farsite.hill.af.mil/ http://www.esd.whs.mil/Directives/issuances/dodm/ http://www.esd.whs.mil/Directives/issuances/dodm/ http://www.dtic.mil/whs/directives/corres/pub1.html http://www.dtic.mil/whs/directives/corres/pub1.html http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx

Threat Awareness and Reporting Program (TARP)

(Section II, ¶ 2-4.b) AFI 91-202 The USAF MISHAP

Prevention Program Chapter 12

03/21/2020 Mandatory https://static.e-publishing.af.mil/production/1/af_se/publication/ afi91-202/afi91-202.pdf

DoD 5400.11-R Department of Defense Privacy

Program 05/14/2007 Mandatory http://www.dtic.mil/whs/directives/corres/pub1.h tml

Date of

Publication Mandatory or Advisory Website

Homeland Security Presidential Directive (HSPD)-12 Policy for a Common

Identification Standard for Federal Employees and Contractors

08/27/2004 Mandatory https://www.dhs.gov/homeland-security-presidential-directive-12

DoDD 5400.11 Department of Defense Privacy

Program 10/29/2014 Mandatory http://www.dtic.mil/whs/directives/corres/dir.ht ml#

AR 190-13

The Army Physical Security Program

02/25/2011 Mandatory http://www.apd.army.mil/ProductMaps/PubFor m/AR.aspx

Form Date Website

DD 441

Department of Defense Security Agreement

Jan 2017 http://www.dtic.mil/whs/directives/forms/dd/ddforms000 1-0499.htm

DD 250

Material Inspection and Receiving

Report Aug 2000 http://dtic.mil/whs/directives/forms/dd/ddforms0001-

0499.htm

AF3000 Material Approval Submittal Sep 2003 https://static.e-publishing.af.mil/production/1/saf_aq/form/af3000/af300

0.pdf

Form Date Website AF Form 3064 Contract Progress

Schedule Jun 1990 PDF available from COR

AF IMT 3065 Construction Progress Report Apr 1996 PDF available from COR https://static.e-publishing.af.mil/production/1/af_se/publication/afi91-202/afi91-202.pdf https://static.e-publishing.af.mil/production/1/af_se/publication/afi91-202/afi91-202.pdf https://static.e-publishing.af.mil/production/1/af_se/publication/afi91-202/afi91-202.pdf http://www.dtic.mil/whs/directives/corres/pub1.html http://www.dtic.mil/whs/directives/corres/pub1.html https://www.dhs.gov/homeland-security-presidential-directive-12 https://www.dhs.gov/homeland-security-presidential-directive-12 http://www.dtic.mil/whs/directives/corres/dir.html http://www.dtic.mil/whs/directives/corres/dir.html http://www.apd.army.mil/ProductMaps/PubForm/AR.aspx http://www.apd.army.mil/ProductMaps/PubForm/AR.aspx http://www.dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm http://www.dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm http://dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm http://dtic.mil/whs/directives/forms/dd/ddforms0001-0499.htm https://static.e-publishing.af.mil/production/1/saf_aq/form/af3000/af3000.pdf https://static.e-publishing.af.mil/production/1/saf_aq/form/af3000/af3000.pdf https://static.e-publishing.af.mil/production/1/saf_aq/form/af3000/af3000.pdf

AF Form 3952 Chemical/Hazardous Material Request Authorization Mar 2005 https://static.e-publishing.af.mil/production/1/af_a4/form/af3952/af3952.pdf

AF IMT 1477 Construction Inspection Report Jul 1980 https://static.e-publishing.af.mil/production/1/af_a4/form/af1477/af1477

.pdf

AF Form 66 Submittal List PDF available from COR

8.0 Definitions and Acronyms

Definitions:

8.1.1 Contractor: A supplier or vendor awarded a contract to provide specific supplies or service to the government. The term used in this contract refers to the prime.

8.1.2 Contracting Officer (KO): A person with authority to enter into, administer, and or terminate contracts, and make related determinations and findings on behalf of the government. Note: The only individual who can legally bind the government.

8.1.3 Contracting Officer Representative (COR): An employee of the U.S.

Government designated by the KO to monitor contractor performance. Such appointment will be in writing and will state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

8.1.4 Defective Service: A service output that does not meet the standard of performance associated with the SOW.

8.1.5 Deliverable: Anything that can be physically delivered and includes non-manufactured things such as meeting minutes, reports, testing & commission, drawing & schematics.

8.1.6 Key Personnel: Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract by the SOW. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

8.1.7 Physical Security: Actions that prevent the loss or damage of Government property.

https://static.e-publishing.af.mil/production/1/af_a4/form/af3952/af3952.pdf https://static.e-publishing.af.mil/production/1/af_a4/form/af3952/af3952.pdf https://static.e-publishing.af.mil/production/1/af_a4/form/af1477/af1477.pdf https://static.e-publishing.af.mil/production/1/af_a4/form/af1477/af1477.pdf https://static.e-publishing.af.mil/production/1/af_a4/form/af1477/af1477.pdf

8.1.8 Quality Assurance: The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

8.1.9 Quality Assurance Surveillance Plan (QASP): An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance. The QASP requirement can be found in FAR Chapter

46. The role of a Trusted Agent (TA) and COR, assumes Quality Assurance duties. The COR monitors contractor performance to ensure compliance with the contract requirements. The COR is responsible for documenting contractor performance on the Quality Assurance Worksheets.