SOW_Sidewalk_Combined.pdf

Ver. May 2018

STATEMENT OF WORK

FOR

Project Number XXXXX

Concrete Sidewalk to

Building 704 & Repair of sidewalk Building 703

EASTERN AIR DEFENSE SECTOR

GRIFFISS BUSINESS AND TECHNOLOGY PARK

BUILDING 703

362 OTIS STREET

ROME, NEW YORK 13441-4812

21 May 2024

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, The location of the existing sidewalk is on the East side of Building 703.

Reference ATTACH 9.1 (Base Location Map) The final result of Install Concrete Sidwalk to Building 704 & Repair of sidewalk B703 is fully functional concrete sidewalk that meet or exceed Federal, State & Local code with materials recommended by the America Concrete Institute for the local area. The function of the sidewalk shall match the functionality of the existing sidewalks. This project will promote life safety through a well-executed contract, meeting code requirements and optimal functionality.

1.2 The contractor shall provide all labor, materials, tools, equipment, supervision/quality control, and project management necessary to complete the Project Install Concrete Sidwalk to Building 704 and Repair of sidewalk B703 at the Eastern Air Defense Sector (EADS), 366 Otis Street, Rome, New York 13441-4812. This includes but is not limited to demolition/recovery/disposal of existing materials, delivery/receiving of all equipment to B704. Use of Government equipment should not be considered during any cost estimation.

1.2.1 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.

1.2.2 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 New York State Code. DoD Building Code is described in UFC 1-200-01. 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 224 ADG Engineering office for approval.

1.3 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.

1.4 Labor, equipment, material/parts, and overhead/administration shall be separate cost categories.

1.5 Material and parts shall be further itemized with long lead times greater than 30 days identified in the Preliminary Schedule.

1.6 The Contractor shall provide all personnel, equipment, tools, materials, supervision, and quality control necessary to perform the installation of concrete sidewalk and curb modifications as specified in the Solicitation, Contract, and Statement of Work.

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

GRIFFISS BUSINESS AND TECHNOLOGY PARK

BUILDING 703

362 OTIS STREET

ROME, NEW YORK 13441-4812

Reference ATTACH 9.1 Base location Map

2.0 PERIOD OF PERFORMANCE:

2.1 The Period of Performance (POP) shall be 60 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

3.1 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 newly furnished concrete sidewalk.

3.2 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 Guide (WBDG), and American Concrete Institute (ACI).

3.3 This includes but is not limited to the DoD regulation series UFC 03 00 00 and UFGS 03 00 00 series regarding concrete work, 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 224 ADG Engineering office.

Sidewalk Repair

3.4 Sawcut as close to door way as feaseable. Sawcut will serve as an expansion joint between poured in place sidewalk and existing foundation to remain. Treat expansion joint as directed in ACI guidance documents.

3.5 Contractor shall remove minimum of 12 Feet of existing 6-foot-wide sidewalk terminating at control joint. Prior to removal the Contractor shall field verify existing elevations to ensure new form work matches that of existing slope.

3.6 Contractor to replace base material as necessary and compact to 95%.

3.7 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.

3.8 Contractor shall form up new sidewalk 10 feet wide with 2-foot radius tapers to meet existing and install recommended coated rebar and wire mesh as per guidance found in ASTM A1064/A1064M and ASTM A615/A615M.

3.9 After placing concrete, Contractor shall finish sidewalks in accordance with ACI specifications. 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.

3.10 The contractor shall match the existing slope when performing the final grade.

The contractor shall grass seed all disturbed areas as a result of work performed. The result of the project shall be similar to existing or improved storm water run-off away from adjacent buildings, no water pooling, and green space capable of being mowed with typical zero-turn riding mowers without the need for special mowing equipment.

New concrete Sidewalk

3.11 Contractor shall provide 6 foot wide approximately 250 foot long pedestrian sidewalk from to parking area north-west of 704 to provide safe walking path to building

704. Reference ATTACH 9.5 & ATTACH 9.6. Sidewalk to begin at granite curb adjacent to guard as shown in Layout plan, exact angle of sidewalk relative to parking lot to be determined onsite to maximize safe traverse of slope.

3.12 Contractor to provide 6 foot wide approximately 60 foot long pedestrian sidewalk from new sidewalk to memorial tree brick surround. Reference ATTACH 9.5 &

ATTACH 9.6.

3.13 Contractor to provide a turnaround pad 10 foot wide 20 foot long with 10 foot radius shoulders adjacent to sidewalk to accommodate a turnaround for tool cat.

3.14 Contractor to provide concrete shoulders with a radius of 10 foot between intersecting walkways as shown in attach 9.2

3.15 Contractor shall field verify existing elevations to ensure new form work matches that of existing slope.

3.16 Shape subgrade to line, grade, and cross section as indicated. Remove unsatisfactory and unstable material in surfaces to receive fill or in excavated areas and replaced with satisfactory materials. Do not place material on surfaces that are muddy, frozen, contain frost, or otherwise containing unstable material. Step or bench sloped surfaces steeper than 1 vertical to 4 horizontal prior to scarifying. When subgrade is part fill and part excavation or natural ground, scarify to a depth of 8 inches.

3.17 Compact top 12 inches of subgrade for pavements to at least 95 percent. After final compaction, the surface of the subgrade for pavements must not show deviations greater than 0.05 foot when tested with a 12 foot straight edge applied both parallel and at right angles to the centerline of the area.

3.18 Maintain subgrade in a smooth, compacted condition in conformity with the required section and established grade until the concrete is placed. The subgrade must be in a moist condition when concrete is placed. Prepare and protect subgrade so that it is free from frost when the concrete is deposited.

3.19 Set forms for sidewalks with the upper edge true to line and grade with an allowable tolerance of 1/8 inch in any 10 foot long section. After forms are set, grade and alignment must be checked with a 10 foot straightedge. Sidewalks must have a transverse slope 1/4 inch per foot. Do not remove side forms less than 12 hours after finishing has been completed.

3.20 After straight edging, when most of the water sheen has disappeared, and just before the concrete hardens, finish the surface with a wood or magnesium float or darby to a smooth and uniformly fine granular or sandy texture free of waves, irregularities, or tool marks. Produce a scored surface by brooming with a fiber-bristle brush in a direction transverse to that of the traffic, followed by edging.

3.21 Finish all slab edges, including those at formed joints, with an edger having a radius of 1/8 inch. Edge transverse joints before brooming. Eliminate the flat surface left by the surface face of the edger with brooming. Clean and solidly fill corners and edges which have crumbled and areas which lack sufficient mortar for proper finishing with a properly proportioned mortar mixture and then finish.

3.22 Finished surfaces must not vary more than 5/16 inch from the testing edge of a 10 foot straightedge. Permissible deficiency in section thickness will be up to 1/4 inch.

3.23 Construct sidewalk joints to divide the surface into rectangular areas. Space transverse contraction joints at a distance equal to the sidewalk width and continuous across the slab. Construct longitudinal contraction joints along the centerline of all sidewalks 10 feet or more in width. Construct transverse expansion joints at sidewalk returns and opposite expansion joints in adjoining curbs. Where the sidewalk is not in contact with the curb, install transverse expansion joints as indicated. Form expansion joints around structures and features which project through or into the sidewalk pavement, using joint filler of the type, thickness, and width indicated. Expansion joints are required between sidewalks and curb that abut the sidewalk longitudinally.

3.24 Form contraction joints in the fresh concrete by cutting a groove in the top portion of the slab to a depth of at least one-fourth of the sidewalk slab thickness. Unless otherwise approved or indicated, either use a jointer to cut the groove or saw a groove in the hardened concrete with a power-driven saw. Construct sawed joints by sawing a groove in the concrete with a 1/8 inch blade. Provide an ample supply of saw blades on the jobsite before concrete placement is started.

3.25 Form expansion joints using 1/2 inch joint filler strips. Joint filler in expansion joints surrounding structures and features within the sidewalk may consist of preformed filler material conforming to ASTM D1752. Hold joint filler in place with steel pins or other devices to prevent warping of the filler during floating and finishing. Immediately after finishing operations are completed, round joint edges using an edging tool having a radius of 1/8 inch. Remove any concrete over the joint filler. At the end of the curing period, clean the top of expansion joints and fill with cold-applied joint sealant. Use joint sealant that is gray or stone in color. Thoroughly clean the joint opening before the sealing material is placed. Do not spill sealing material on exposed surfaces of the concrete. Apply joint sealing material only when the concrete at the joint is surface dry and atmospheric and concrete temperatures are above 10 degrees C 50 degrees F.

3.26 After curing, remove debris and backfill, grade, and compact the area adjoining the concrete to conform to the surrounding area in accordance with lines and grades indicated Protect completed concrete from damage until accepted. Repair damaged concrete and clean concrete discolored during construction. Remove and reconstruct concrete that is damaged for the entire length between regularly scheduled joints. Refinishing the damaged portion will not be acceptable. Dispose of removed material as directed.

3.27 Exposed surfaces of the finished work will be inspected by the Contracting Officer and deficiencies in appearance will be identified. Remove and replace areas which exhibit excessive cracking, discoloration, form marks, or tool marks or which are otherwise inconsistent with the overall appearances of the work.

3.28 Contactor shall prepare ten feet of concrete curbing to accommodate new sidewalk either by grinding down existing curb to create a smooth transition from parking lot to new sidewalk or by removal and replacement of concrete curbing.

3.29 All mix designs shall be in accordance with ACI specifications. Prior to ordering concrete, all mix designs shall be submitted in writing with an AF3000 coversheet 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:

3.29.1 5000 psi

3.29.2 Reinforced fiber mesh

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

3.29.4 Air Content based on aggregate size.

3.29.5 Exposure Classification F3

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

3.29.7 Reference ATTACH 9.8 (Table 1), (Table 2), and (Table 3).

3.30 After placing concrete, Contractor shall finish sidewalks in accordance with ACI specifications. 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.

3.31 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.

3.32 The contractor shall match the existing slope when performing the final grade. The contractor shall grass seed all disturbed areas as a result of work performed. The result of the project shall be similar to existing or improved storm water run-off away from adjacent buildings, no water pooling, and green space capable of being mowed with typical zero-turn riding mowers without the need for special mowing equipment.

4.0 GENERAL CONDITIONS

4.1 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 224 ADG 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.

4.2 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 224 ADG Facility Standards.

4.3 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.

4.4 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).

4.5 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.

4.6 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 224 ADG Engineering office prior to installation or application.

4.7 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

4.8 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 Eastern Air Defense Sector (EADS), 366 Otis Street, Rome, New York 13441-4812 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.

4.9 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.

4.10 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.

4.11 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.

4.12 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.

4.13 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).

4.14 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.

4.15 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

4.16 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.

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

4.17 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.

4.18 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.

4.18.3 The contractor shall be familiar with the Health Protection Conditions (HPCON) and shall abide by the installation health protection policies as communicated by the COR. The installation commander determines the specific policies that will be followed. These policies generally follow relevant Centers for Disease Control and Prevention (CDC) and Local Health Department (LHD) guidance but may be more or less restrictive than those recommendations at the discretion of the installation commander. The HPCON may increase or decrease rapidly depending upon the local health threat. Contractors will be notified immediately of changes in local guidance. Face Coverings will not be provided by the Government.

4.19 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.

4.20 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 315-334-6720 nicholas.brumm@us.af.mil Fire Emergency Services 315-339-7784 Call any deputy chief

4.21 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.

4.22 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.

4.23 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.

4.24 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.

4.25 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.

4.26 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.

4.27 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.

4.28 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 pass) to the KO within 14 days of an employee’s departure.

4.29 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.

4.30 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.

4.31 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.

4.32 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

5.1 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

5.2 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.

5.3 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 be submitted 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. Federal Specifications (i.e. UFC, DoD, ANG, or FAA) B. American Concrete Institute and Industry Standards C. State of New York Code D. MATOC or Contract Default Specifications E. Any Specifications/Installation guidance by the Manufacturer

6.0 ENVIRONMENTAL

6.1 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.

6.2 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

6.3 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).

6.4 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

6.5 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 1-200-01 DoD Building Code 06/12/2023 Mandatory ufc_1_200_01_2022_c2.pdf (menlosecurity.com)

ACI 306.1-90 Standard Specification for Cold weather Concreting

Jan 2015 (reapproved

2002) Mandatory concrete.org/Portals/0/Files/PDF/Previews/306.1-

90(02)_preview.pdf

UFGS 3-45-00 Miscellaneous Cast- In-Place Concrete 05/14/2014 Mandatory https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-30-53

UFGS 3-45-33 Precast [Prestressed] Structural Concrete 05/01/2016 Advisory https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-45-33

UFGS 3-45-00 Precast Architectural Concrete 04/12/2021 Advisory https://www.wbdg.org/FFC/DOD/UFGS/UFGS%200

3%2045%2000.pdf

UFGS 3-30-00 Cast-In-Place Concrete 02/01/2019 Advisory https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-30-00

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

Threat Awareness and Reporting

Program (TARP) (Section II, ¶ 2-4.b)

06/01/2016 Mandatory http://armypubs.army.mil/ProductMaps/PubFor m/AR.aspx

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 https://safe.menlosecurity.com/doc/docview/viewer/docNABB7E065F91Ce876f594eae95df9d2cffb9726d3875e5360245ba95c0ed3bc17d9b3000bb2d0 https://www.concrete.org/Portals/0/Files/PDF/Previews/306.1-90(02)_preview.pdf https://www.concrete.org/Portals/0/Files/PDF/Previews/306.1-90(02)_preview.pdf https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-30-53 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-30-53 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-45-33 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-45-33 https://www.wbdg.org/FFC/DOD/UFGS/UFGS%2003%2045%2000.pdf https://www.wbdg.org/FFC/DOD/UFGS/UFGS%2003%2045%2000.pdf https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-30-00 https://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ufgs-03-30-00 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 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

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

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 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…