Attachment 0001 - New JOC SoW_6 OCT 26.pdf

Statement of Work (SOW)

For

McAlester Army Ammunition Plant, McAlester, OK

Job Order Contracting (JOC)

22 SEPTEMBER 2026

Table of Contents

Table of Contents

1.0 GENERAL

1.1. GENERAL WORK

1.2. CAMERAS OR VIDEO EQUIPMENT

1.3. ENVIRONMENTAL PROTECTION

1.4. SITE SECURITY

1.5. ACCIDENT REPORTS

1.6. PUBLIC AFFAIRS

1.7. CONTRACTOR PERSONNEL APPREARANCE AND PERFORMANCE

1.8. INSTALLATION ACCESS

1.9. REAL ID ACT

2.0 CONTRACT DESCRIPTION

3.0 SCOPE OF WORK

4.0 WORK RESPONSIBILITY

4.1 WORK HOURS

4.2 FEDERAL HOLIDAYS

4.3 INSTALLATION CLOSURE

4.4 INCLEMENT WEATHER DELAY

5.0 CONTRACTOR RESPONSIBILITY

5.1. TASK ORDER COORDINATION

5.2. COMMENCEMENT

5.3. WORK EXECUTION

5.4. CONSTRUCTION RELATED CHANGES

5.5. DELIVERABLES

5.6. CONTRACTORS’ SUBMISSIONS ARE RECEIVED

5.7. CONSTRUCTION/PROJECT MANAGEMENT SOFTWARE

5.8. CORRESPONDENCE IDENTIFICATION

6.0 ORDERING PROCEDURES

6.1 RESPONSIVENESS

6.2 PAYMENTS

7.0 PROPOSALS

7.1 COST ESTIMATING REQUIREMENTS

7.2 WASTE AND EXCESS QUANTITIES INCLUDED

7.3 UPB VENDOR CLARIFICATIONS

7.4 UPB APPLICATION

7.5 COEFFICIENTS

7.6 PROJECT SCHEDULES

7.7 TIME EXTENSIONS

7.8 WEATHER RELATED TIME EXTENSIONS

7.8.1 ANTICIPATED WEATHER DELAYS

7.9 LIQUIDATED DAMAGES

8.0 TASK ORDER DOCUMENTS

8.1 TASK ORDER WORK FILES

8.2 NOTICE OF COMPLETION OF TASK ORDER

8.3 REAL PROPERTY DOCUMENTS REQUIRED BEFORE TO CLOSE-OUT

8.3.1 INTERIM DD FORM 1354, TRANSFER AND ACCEPTANCE OF DOD REAL

PROPERTY

8.3.2 FINAL DD FORM 1354, TRANSFER AND ACCEPTANCE OF DOD REAL

PROPERTY

8.3.3 BUILDER SUSTAINMENT MANAGEMENT SYSTEM (SMS)

9.0 PERSONNEL

9.1 CONTRACTOR MINIMUM QUALIFICATIONS & KEY PERSONNEL

9.2 PROGRAM MANAGER (PM)

9.4 SITE SAFETY AND HELATH OFFICER (SSHO). The

9.5 QUALITY CONTROL MANAGER (QCM)

9.6 ON-SITE STAFF. On-Site Staff

9.7 TRAINING, PHYSICAL REQUIREMENTS, OTHER EXPERTISE REQUIRED

10.0 PRE-CONSTRUCTION ORIENTATION

11.0 REQUIRED CONTRACTOR PLANS

11.1 ACCIDENT PREVETION PLAN

11.2 ASBESTOS AND LEAD MANAGEMENT PLAN

11.4 MANAGEMENT PLAN

11.5 SITE SAFETY AND HEALTH PLAN (SSHP)

11.6 SPILL PLAN

11.7 TRAFFIC CONTROL PLAN

12.0 CONTRACTOR QUALITY CONTROL SYSTEM

12.1 QUALITY CONTROL (QC

12.2 COORIDNATION MEETING

12.3 INSPECTIONS

12.4 PERFORMANCE EVLAUATION MEETINGS

12.5 NOTIFICATION OF NONCOMPLIANCE

12.6 QCM’s COMPLETION INSPECTION

12.7 PRE-FINAL INSPECTION

12.8 FINAL ACCEPTANCE

12.9 TESTING PROCEDURES

12.9.1 TESTING LABORATORY

12.9.2 ADVANCE NOTICE OF CONTRACTOR-PERFORMED ACCEPTANCE

TESTING

12.10 FILES AND REPORTS

13.0 FACILITIES

13.1 CLOSURE INSPECTIONS

13.2 SECURE AREAS

13.3 CONDITIONS OF OCCUPANCY

13.4 ELEVATORS

13.5 EQUIPMENT ON THE SITE

13.6 OFFICE TRAILER

13.7 CONSTRUCATION SITE MAINTENANCE

13.8 PERMITS, FEES, AND LICENSES (NON-ENVIRONMENTAL)

13.9 EXCAVATION, HOT WORK AND UTILITY PERMITS

13.10 VEHICULAR ACCESS TO COSNTRUCION SITES

13.11 DISCOVERY OF UNEXPLODED ORDNANCE (UXO)

13.12 HISTORICAL, ARCHITECTURAL, AND LANDSCAPING REQUIREMENTS

13.13 HISTORIC PROPERTY OR ARCHAEOLOGICAL SITE

13.14 SITE SECURITY

13.15 SECURITY AWARENESS

13.16 CONSTRUCTION PROJECT SITE SIGN

14.0 SAFETY

14.1 PRE-CONSTRUCTION SAFETY MEETING

14.2 SAFETY HAZARDS

14.3 MATERIALS AND EQUIPMENT

14.4 SAFETY DATA SHEETS (SDS)

14.5 MEDICAL SURVEILLANCE

14.6 CONFINED SPACE ENTRY PROCEDURES

14.7 NOISE CONTROL

14.8 REQUIRED SEATBELT USE

14.9 TRUCKING

14.10 CONSTRUCTION HAZARD COMMUNICATION

14.11 FIRE PREVENTION AND PROTECTION

14.12 RADIATION PERMITS AND AUTHORIZATIONS

14.13 HAZARDOUS MATERIALS

14.14 POLYCHLORINATED BIPHENYL (PCB)

15.0 ENVIRONMENTAL REQUIREMENTS

15.1 ENVIRONMENTAL PROTECTION CONSIDERATIONS

15.2 GREEN PROCUREMENT

15.3 ENVIRONMENTAL COMPLIANCE

15.4 RECORD OF ENVIRONMENTAL CONSIDERATION (REC)

15.5 CITATIONS

15.6 PERMITS

15.7 SAMPLING

15.8 LAND RESOURCES

15.9 WATER RESOURCES

15.10 BIOLOGICAL RESOURCES (Fish and Wildlife)

15.11 AIR RESOURCES

15.12 CULTURAL RESOURCES

15.13 WASTE DISPOSAL

15.14 TRANSPORTATION HAZARDOUS WASTES

15.15 RECYCLING

15.16 WASTEWATER DISCHARGES

15.17 CONTAMINATION DISCOVERY

15.18 CONSTRUCTION CLEANUP

15.19 RESTORATION OF LANDSCAPE DAMAGE

15.20 MAINTENANCE OF POLLUTION FACILITIES

15.21 ENVIRONMENTAL POLLUTION CONTROL

15.22 PESTICIDES AND HERBICIDES

15.23 OIL AND POLLUTANTS

15.24 CHLOROFLUOROCARBONS (CFC)

15.25 COVERED CHUTES

15.26 SEPTIC TANKS

15.27 APPLICABLE LAWS, REGULATIONS, STATUTES, AND ACTS

15.28 CHAIN OF CUSTODY PROCEDURES

16.0 CLEAN-UP AND WASTE MANAGEMENT

16.1 CONSTRUCTION & DEMOLITION (C&D) DEBRIS

16.2 SALVAGEABLE AND UNSALVAGEABLE MATERIALS

16.3 DISPOSAL OF ASBESTOS

16.4 DISPOSAL OF HAZARDOUS MATERIALS

16.5 DISPOSAL OF SOLID, LIQUID, AND GASEOUS CONTAMINANTS

17.0 SPECIFICATIONS

17.1 JOC TECHNICAL SPECIFICATIONS

17.2 DOCUMENTS

18.0 SUBMITTALS

18.1 MATERIAL APPROVAL SUBMITTALS

18.2 ENVIRONMENTAL COMPLIANCE

18.3 DRAWINGS

18.3.3 PRELIMINARY RECORD DRAWING FINAL SUBMISSION

18.3.4 WITHHOLDING FOR PRELIMINARY RECORD DRAWINGS

18.3.5 FINAL INSPECTION

18.3.6 FINAL RECORD DRAWINGS (CADD RECORD DRAWINGS)

18.3.7 FINAL CONFIGURATION DRAWINGS

18.3.8 PAYMENT FOR FINAL RECORD DRAWINGS

18.3.9 AS-BUILT RECORD OF EQUIPMENT AND MATERIALS

18.3.10 EQUIPMENT DATA SHEET

18.4 TRANSFER AND ACCEPTANCE OF DOD REAL PROPERTY- DD FORM 1354. 65

19.0 CONTRACTOR REPORTS

19.1 ABATEMENT REPORT

19.2 ACCIDENT REPORTING

19.3 CONSTRUCTION AND DEMOLITION DEBRIS REPORTS

19.4 DAMAGE REPORTS

19.5 ENVIRONMENTAL COMPLIANCE REPORTING

19.5.1 INSPECTION BY REGULATORY AGENCIES REPORT

19.5.2 LEAD-BASED PAINT ABATEMENT REPORT

19.5.3 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

19.5.4 PRESERVATION OF LAND RESOURCES REPORT

19.6 PROGRESS CHARTS

19.7 QUALITY CONTROL REPORTS (QCR)

19.8 SOLID WASTE MANAGEMENT REPORT

19.9 WARRANTY ITEM REPORT

19.10 ADVERSE WEATHER LOG

20.0 SPECIAL CONTRACT REQUIREMENTS

20.1 PERFORMANCE AND PAYMENT BONDS

20.2 WORK BY THE GOVERNMENT

20.3 SECURITY REQUIREMENTS

20.4 ANTI-TERRORISM (AT) TRAINING

20.5 OPERATIONS SECURITY (OPSEC) TRAINING

20.6 ACCESS AND GENERAL PROTECTION, SECURITY POLICY, AND

PROCEDURES

20.7 CONTRACTOR EMPLOYEES REQUIRING ACCESS TO GOVERNMENT

INFORMATION SYSTEMS

20.8 CONTRACTOR EMPLOYEES REQUIRING A CAC

20.9 GOVERNMENT FURNISHED MATERIAL (GFM), PROPERTY (GFP), AND

EQUIPMENT (GFE)

20.10 CONTRACTOR-FURNISHED PROPERTY (CFP) AND EQUIPMENT (CFE)

20.11 WARRANTY PROGRAM

21.0 ACRONYMS AND DEFINITIONS

21.1 ACRONYMS

22.0 APPLICABLE DIRECTIVES AND PUBLICATIONS

22.1 GENERAL

22.2 TECHNICAL PUBLICATIONS, CODES, AND STANDARDS

22.3 CODES AND STANDARDS

22.3.1. UNITED STATES CODE (U.S.C.)

22.3.2. CODE OF FEDERAL REGULATION (CFR)

22.3.3. FEDERAL ENVIRONMENTAL STATUTES

22.3.4. FEDERAL STANDARD (Fed. Std.)

22.3.5. ARMY REGULATIONS (AR)

22.3.6. DEPARTMENT OF THE ARMY PAMPHLETS

22.3.7. DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS MANUAL (EM),

ENGINEERS TECHNICAL LETTER (ETL)

22.3.8. OTHER DOCUMENTS

22.3.9. BUILDING CODES

23.0 ADDITIONAL CONTRACT TERMS AND CONDITIONS

24.0 SAMPLE EXHIBITS

1.0 GENERAL

This is a non-personal services contract to provide Job Order Contract (JOC) requirements to McAlester Army Ammunition Plant (MCAAP). The Government shall not exercise any supervision or control over the Contract Service Providers performing the services herein. Such contract service providers shall be accountable solely to the Contractor who, in turn is responsible to the Government.

1.1. GENERAL WORK. Listed below are general types of work to be performed by the contractor This list is not all inclusive.

1.1.1. ARCHITECTURAL. Enclosures, shelters, building systems, mobile buildings, chimneys, grout, mortar, concrete, brick, concrete masonry units (CMUs), waterproofing, insulation, caulking and sealant, roofing, gutters, drains, metal decking, joists, siding and exterior surfacing, levelers, docks, ramps, stairs, shelving, windows, doors, painting, finishes, louvers, awnings, shutters, panels, grills, ceilings, acoustical areas, walls, paneling, flooring (conductive and nonconductive), carpeting, tiles, builders hardware, signage, metals, woods and plastics, millwork, thermal and moisture protection, playground equipment, fireproofing, equipment systemization layouts, building fixtures and furnishings, and handicap systemization

1.1.2 CIVIL. Topographic surveying, grading and earthwork, surface and subsurface storm drainage and drainage control structures, storm water management, erosion and sediment control, clearing and grubbing, and incidental paving such as parking areas and pavement markings

1.1.3 ELICTRICAL. Electrical distribution and network balancing (aerial and underground), transmission lines, poles (telephone and power), towers, ducts, raceways, conduits, tubing, connectors, wires, cable, cable trays, outlet boxes, cabinets and enclosures, supports, fiber optics cable and equipment, manholes, concrete pads, insulators, lighting arrestors, transformers, capacitors, switches, relays, fuses, grounding, lighting protection, cathodic protection, service entrances, panel boards, circuit breakers, motor control centers, special equipment/systems, resistance heating, starters, uninterrupted power supplies (UPS), beacons, batteries, generators, receptacles, lighting fixtures, lamps, ballasts, equipment connections, special outlets, disconnect switches, splices, terminations, control systems, security systems, intrusion detection systems, utilities monitoring and control system (UMCS), and similar microprocessor environmental control systems, audio and visual communication system, telephone systems, instrumentation systems, and fire detection and alarm systems.

1.1.4 ENVIRONMENTAL. Industrial and sanitary sewers, waste treatment facilities, septic tanks with drains, portable toilets, wells, water treatment facilities, water distribution systems, potable and fire water supplies including wells, piping, pumps, valves, sprinklers, water use analysis, and hazardous waste analyses, and disposal of waste products.

1.1.5 MECHANICAL. HVAC systems and components, chillers, refrigerants, cooling towers, air handling equipment, energy conservation, heat transfer surfaces, furnaces, air distribution, valves, pumps and associated piping and ducts, conveying systems, elevators, dumbwaiters, moving walks, box conveyors, hoists and cranes, lifts, escalators with associated electrical and hydraulic controls, incinerators, boilers, material handling systems, dryers, steam lines, transient tubes, shredders, plumbing fixtures, special equipment/systems, sterilization systems, fuel distribution (i. e. , propane, natural gas, and slurries), petroleum oil lubricants (POL), storage tanks for fuel, gas, water and sewage, piping systems, fire suppression (water, chemical, and gas), fuel use and leak analyses, sterilizers, compressed air production and distribution systems, medical and industrial gas distribution systems, exhaust systems, steam systems, pipe insulation, and plumbing systems involving water, solids, and hazardous waste.

1.1.6 SAFETY. Life safety, fire protection systems, industrial hygiene, inflammatory gases, medical safety and hygiene, asbestos and/or lead based paint evaluation and (removal/encapsulation), blast distances, and Failure Mode and Effective Analyses (FMEA), Occupational Safety and Hazards Act (OSHA), and American Disability Act (ADA) evaluations.

1.1.7 STRUCTURAL. Structural design and analysis of building systems, bridges, landscape and other retaining walls and ancillary structures (concrete, masonry, steel, etc. ), foundations, underwater structures, reinforced concrete, equipment mounting, shock isolation, reinforced masonry, wood, steel joists, steel decks, structural steel frame systems, steel bracing, seismic design and evaluations, steel connections, non-building structures, welding procedures, detailing of structural components and hardened (protective) structures. Earthquake consideration of utility systems. Non-building structures such as elevated tanks, vertical tanks on ground, horizontal tanks, retaining walls and buried structures. Anchorage and support of mechanical and electrical equipment. Application of Unified Facility Criteria (UFC) design requirements for blast, projectile, progressive collapse, industry building codes and standards.

1.1.8 SYSTEM QUALITY CONTROL (QC), Operations and Maintenance (O&M) manuals and procedures both preventative and breakdown, training, human factors engineering. Upgrade assessments, equipment inventories, Operation, and Maintenance documentation to obtain support. Energy system surveys. O&M and training efforts shall be required to support M&R. System/equipment and life safety repair and maintenance efforts for existing systems/equipment may be required. The Contractor shall provide logistical support limited to the coordination and movement of government-furnished equipment (GFE) listed in Appendix B, restricted to the active construction site boundary. The Contractor shall conduct up to four (4) annual facility condition assessment surveys in accordance with ASTM E2018 standards to identify required Maintenance & Repair (M&R) efforts, and deliver a written Assessment Report within 10 business days of survey completion

1.1.9. ASBESTOS AND/OR LEAD BASED PAINT. Abatement may be required during equipment/systems remediation or as a stand-alone requirement. The government will perform onsite technical inspections of completed work and provide written recommendations for correction if needed. Final inspection and formal acceptance of all work and services shall be performed exclusively by the Government. Ancillary work necessary to support the M&R action project or to restore the work area to the condition prior to the M&R action project shall be included in this contract. This objective shall be achieved through the issuance of TOs and shall be IAW the terms of this contract for all of the tasks described herein or additional tasks described in specific TOs.

1.1.10. DEMOLITION. The contractor shall provide services necessary to perform complete building demolition, restoration of demolition sites, and abatement of asbestos containing material (ACM). Services include demolition and removal of buildings, foundations, and attachments, as well as handling/disposal of light bulbs, fixtures, and Polychlorinated Biphenyl (PCB) ballasts, and abatement of all Asbestos Containing Materials. Restoration of demolition sites to include backfilling, grading, placement of topsoil or other materials, and removal of tress/shrubs/other debris.

1.2. CAMERAS OR VIDEO EQUIPMENT. All persons must have signed approval to take video, still or digital photos (including a cell phone) on any part of McAlester Army Ammunition Plant. For each individual seeking permission, the contractor must provide written request(s) to the KO for approval. The Government will review and may issue a camera pass within seven (7) days of request, when appropriate. If the request is granted, the Government representative will leverage internal resources to provide the contractor with the needed documentation.

1.3. ENVIRONMENTAL PROTECTION. The contractor shall perform all work in such a manner as to minimize the pollution of air, water, or land and to control noise and dust IAW Installation, State, and Federal Environmental Regulations.

1.4. SITE SECURITY. The contractor shall provide site security IAW The Army Physical Security Program, AR 190-13, for each individual TO. The contractor shall maintain the site and all other contractor-controlled areas in such a manner as to minimize the risk of theft, vandalism, injury, or accident. The contractor shall comply with additional site security regulations as identified in individual TOs.

1.5. ACCIDENT REPORTS. The contractor shall comply with accident reporting requirements as outlined in OSHA regulations and AR 385 -10, The Army Safety Program, for record keeping and reporting of all accidents resulting in death, injury, occupational disease, or adverse environmental impact. All accident reports shall be submitted to the KO within five (5) days of occurrence, whenever an accident involving personal injury or Government owned property occurs.

1.6. PUBLIC AFFAIRS. The contractor shall not publicly disclose any data generated or reviewed under this contract. The contractor shall refer all requests for information, including information concerning site conditions, to the KO.

1.7. CONTRACTOR PERSONNEL APPREARANCE AND PERFORMANCE. It is

essential that all contractor personnel meet the highest standards of professionalism and personal integrity. Workers shall wear proper attire at all times. This consists of full- length pants (no shorts), shirts (short-sleeve minimum unless otherwise stipulated in EM 385-1-1), proper shoes (safety toed leather), hard hats/safety helmets as required IAW EM 385-1-1, and high visibility/reflective vests or shirts, eye, ear and hand protection, where applicable. No smoking in buildings. Tobacco products are banned in all Army facilities. Contractor employees and visitors are subject to the same restrictions as are Government personnel. Smoking is permitted only in designated smoking areas. The contractor shall ensure that all debris generated during lunch and other breaks is contained and removed from the site at the end of each period and properly disposed. Profanity is strictly prohibited.

1.8. INSTALLATION ACCESS. To gain access to McAlester Army Ammunition Plant, non-Federal Government and non-DoD issued Identification (ID) cardholders require identity proofing and vetting to determine fitness and eligibility for access. Specifically, a check of records through the National Crime Information Center (NCIC) Interstate Identification Index (III) is the Army’s minimum background check for entrance on to Army installations for non-Common Access Card (CAC) holders, to include entrance of visitors.

1.9. REAL ID ACT. The REAL ID Act of 2005 establishes minimum standards for the production and issuance of state-issued driver’s licenses and identification cards, which include requirements for a photograph and certain biographic information, such as name, date of birth, gender, height, eye color, and address. State-issued driver5 s licenses and identification (ID) cards from states not meeting the standards may prevent access to federally controlled facilities.

2.0 CONTRACT DESCRIPTION

This is a Firm Fixed Price (FFP) Indefinite Delivery-Indefinite Quantity (IDIQ) Job Order Contracting (JOC) contract for construction work as defined under the North American Classification System (NAICS) 236220 – Commercial and Institutional Building Construction.

3.0 SCOPE OF WORK

The Contractor shall provide all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and other items and construction services necessary as defined in this SOW.

The JOC will be used to fulfill repair, maintenance, demolition and minor construction requirements on a variety of projects ranging from Sustainment, Restoration, and Modernization (SRM), simplified acquisition of base repair requirements, civil works operations and maintenance, small renovations, real property repair and maintenance with an estimated value more than the micro-purchase threshold (MPT) for acquisitions of construction. At the time of this revision the MPT is $2,000.00 in accordance with (IAW) Federal Acquisition Regulation (FAR) 2.101, Definitions.

Potential projects include, but are not limited to, administrative facilities, industrial facilities, maintenance shops, child development centers (CDC), physical fitness centers, food service facilities, athletic fields, underground utilities, overhead utilities, gates, warehouses, auditoriums, roads, sidewalks and other general construction work deemed necessary to support the Directorate of Public Works (DPW) McAlester Army Ammunition Plant mission requirements. Facility repairs, renovations, and construction shall conform to the requirements of the technical criteria described in the Task Order

(TO).

Projects tasks include a variety of trades such as carpentry, roofing, painting, electrical, Heating Ventilation and Air Conditioning (HVAC), plumbing, masonry, demolition in conjunction with renovation projects, incidental roadwork, storm drainage, energy conservation, environmental, earthwork, welding, minor construction, operational type work and other general construction work deemed necessary to support the DPW McAlester Army Ammunition Plant mission requirements.

Other site work includes site grading, drainage and retaining walls incidental to the construction.

The JOC shall not be used to purchase supplies, services, or Architect and Engineer (A- E) Services.

For example, the following items are not authorized for acquisition under this JOC contract:

• Fuels

• Utilities (Contractor is to perform any incidental work to the point of connection of primary utilities)

• Construction equipment

• Administrative equipment

• Furnishings

• Construction materials only (lumber, concrete, etc.), for other than valid JOC projects

• Administrative services such as typing, transportation, reproduction, graphics, and interior design services are not part of a JOC Contractor construction proposal

• Maintenance, overhaul, or repair of equipment

• Housekeeping Services

• Purchase of supplies

4.0 WORK RESPONSIBILITY

The Contractor shall perform repair and construction as defined in each TO. Individual SOWs will vary in size and complexity depending on the nature of the work. The Contracting Officer (KO) will issue to the Contractor a Request for Task Order Proposal (RTOP) detailing the task to be accomplished. The Contractor shall estimate the level of effort required to perform the requested work and shall submit a detailed proposal of items required to accomplish the work within the time frame stated in the RTOP. The proposal shall be of sufficient detail and broken out by item, so the Government can readily identify the estimated quantities and level of effort for each task and subtask. The Contractor shall provide supervision, labor, materials, equipment, and supplies, unless otherwise specified as Government-furnished in each TO.

The KO will identify any security training required before the start of work. The Contractor’s key personnel shall train all Contractor personnel at the Contractor's own expense.

The JOC will include a combination of repair and construction task descriptions and/or specifications, units of measure, and pre-established unit prices for each of these discrete requirements. TOs under the JOC are comprised of a number of pre-described and Pre- Priced tasks. Individual TO cost proposals shall be determined by the applicable quantities of necessary Unit Price Book (UPB) line items.

The Contractor shall use cost estimating software (RS-Means, e-Gordian, etc.) as prescribed by the Government. The Contractor shall furnish work as required per the line item in the UPB.

The Contractor shall subscribe to a Software as a Service (SAS) or on-demand software platform for use by both the Contractor and Government in support of the JOC project management. The Contractor shall provide as-built drawings, which conform to the electronic computer-aided design and drafting (CADD) software currently utilized by the DPW.

Individual TO cost proposals shall be determined by the applicable quantities of necessary Unit Price Book (UPB) line items. The UPB lists the price for labor, equipment, and materials.

For this JOC Contract, RSMeans Data Online (specifically the "Complete Database" package) shall be used for Pre-Priced items.

The Contractor shall subscribe to, maintain, and fund this Software as a Service (SaaS) platform for their own use in generating, pricing, and formatting all JOC proposals and estimates. The Government will independently access and validate estimates using its own enterprise-provided RSMeans environment; contractor-provided government licenses are not required.

The Contractor shall utilize the most up-to-date RSMeans Data Online release active at the beginning of the Base Year and each subsequent Option Year. The active UPB edition in effect on the first day of each contract period shall remain the baseline standard for all Task Orders issued during that 12-month period, unless directed otherwise by the Contracting Officer.

All estimates must be submitted electronically in the native RSMeans Online format (. RSM or direct cloud export) utilizing the designated City Cost Index (CCI) for [Insert Base/Installation/City, State], alongside a standardized PDF export. Submissions utilizing printed manuals, offline spreadsheets, or alternate platforms (such as 4Clicks or e-Gordian) are strictly prohibited.

The Contractor shall furnish work as required per the line item in the UPB. The Contractor shall provide as-built drawings, which conform to the electronic computer-aided design and drafting (CADD) software currently utilized by the DPW.

The Contractor shall perform IAW current OPORDS, National Fire Protection Association (NFPA) codes, and Industry and Trade Organization standards.

4.1 WORK HOURS. The Government's regular (normal) hours are from 0600-1630 hours Monday-Thursday, excluding Federal Holidays or when the Government Facility is closed due to local or national emergencies, administrative closings, or similar Government directed Facility closings. Work outside normal duty hours shall be coordinated with and approved by the Contracting Officer’s Representative (COR). A separate coefficient shall be used for work identified as outside of normal work hours.

4.2 FEDERAL HOLIDAYS The Contractor’s performance shall not be required on the Federal public holidays listed below. However, that requirement is subject to mission execution requirements; and work on Holidays, when required, will be annotated on the individual TO.

New Year’s Day 1st day of January Martin Luther King Jr.'s Birthday 3rd Monday of January Presidents Day 3rd Monday of February Memorial Day Last Monday of May Juneteenth 19th day of June Independence Day 4th day of July Labor Day 1st Monday of September Columbus Day 2nd Monday of October Veterans Day 11th day of November Thanksgiving Day 4th Thursday of November Christmas Day 25th day of December

NOTE: When a holiday falls on a Sunday, the following Monday will be observed as a holiday, and, when a holiday falls on a Friday or Saturday, the preceding Thursday is observed as a holiday by United States (U.S.) Government Agencies. Federal holidays also include any Presidential or Congressionally designated days off other than the holidays listed above.

4.3 INSTALLATION CLOSURE. When an unforeseen Installation closure occurs on a regularly scheduled day of work, the Contractor shall:

a. Reschedule the work to be performed the following day unless the following day is a Saturday, Sunday, a legal public holiday, and when routine work is not scheduled for that day; or

b. Reschedule the work on any day mutually satisfactory.

4.4 INCLEMENT WEATHER DELAY. If the Contractor determines unsafe weather conditions for continued operations, the Contractor shall notify the KO/COR of inclement weather within one (1) hour of suspension of work. The Contractor shall resume operations with KO/COR approval.

5.0 CONTRACTOR RESPONSIBILITY

The Contractor shall assume full responsibility and liability for non-compliance with all Federal, State and local laws, regulations, codes, policies, and directives pertaining to the health and safety of personnel during the execution of work and shall hold the Government harmless. The Contractor shall perform all related Contractor administrative services, planning, programming, and management necessary to perform the work, to include but are not limited to, supply, quality control (QC), and maintenance of accurate and complete records, files, and libraries of documents.

At the Task Order level, the Contractor shall provide related services to include, but are not limited to, pre-award project development, project management, QC, and submission of required deliverables necessary to satisfy requirements specified under this contract and individual TOs. The Contractor shall visit and inspect the job site prior to the start of any work. The Contractor shall document (with photos) any damaged areas and turn them into the COR, so as to preclude any responsibility for damages present that are not a result of the performance of work required in the TO. In the absence of the COR, the Alternate COR (ACOR) will assume responsibility.

5.1. TASK ORDER COORDINATION. The signed, issued TO constitutes the Contractor’s Notice to Proceed (NTP) unless a separate NTP is specified in the TO.

Prior to scheduling work for a TO, the Contractor shall coordinate with the COR to agree on a sequence of procedures, means of access to premises/building, space for storage of materials and equipment, delivery of materials, and use of corridors, stairways, elevators, eating spaces, and restrooms for Contractor personnel.

5.2. COMMENCEMENT. The Contractor shall be required to commence work IAW the date specified in the contract award. Upon TO receipt, the Contractor shall be required to physically start work or as indicated on individual TOs.

5.3. WORK EXECUTION. The time stated for entire completion of work specified in the TO, unless a separate NTP is issued shall include final cleanup of the premises and submission of all deliverables. TOs shall be considered separate projects, and any decision by the Contractor to utilize a limited number of subcontractors on multiple orders shall not constitute grounds for non-performance, time extensions, avoidance of liquidated damages, or other reductions for cause. The Contractor shall work, so far as practicable, in definite sections or divisions and confined to limited areas which shall be completed before starting on other sections or divisions.

5.4. CONSTRUCTION RELATED CHANGES. The Contractor shall document and obtain authorization from the KO before making any requirement changes to the SOW.

Construction-related requests from building occupants shall be directed to the KO/COR prior to taking any action. Any job site changes made by construction employees, either direct or subcontracted, shall be subject to removal and corrected at no additional cost to the Government. Contractor shall inform all employees to include the subcontractor of this requirement.

5.5. DELIVERABLES. The Contractor shall submit to the KO and COR a complete package of pre-construction deliverables which include, but are not limited to, Government approvals, permits, notices of award of subcontracts, performance schedules, and material or product submittals no later than (NLT) fourteen (14) calendar days after TO award (Issuance of Notice to Proceed). The Government will make every attempt to respond to the pre-construction deliverables within seven (7) calendar days after the

5.6. CONTRACTORS’ SUBMISSIONS ARE RECEIVED. Post-completion deliverables such as completed warranties certificates, completed Department of Defense (DD) Form 1354, Transfer and Acceptance of DoD Real Property, as-built drawings, room key inventory list, installed building equipment list, operation and maintenance (O&M) manuals, payrolls, Release of Claims, BUILDER Sustainment, and environmental closure documents shall be submitted to the KO and COR prior to requesting final payment.

5.7. CONSTRUCTION/PROJECT MANAGEMENT SOFTWARE. Task Order

management requires utilization of a formal construction project management software beyond the capabilities of manual, paper-based, or email correspondence to automate the project management process. The software shall include the following features:

project scheduling, project tracking, submittal management, and other document management requirements (i.e. daily reports, RFI’s, etc.). Access to the cloud-based construction project management software shall be provided to unlimited Government users within 10 days of NTP.

The Contractor shall be responsible for purchasing and maintaining cost estimating software with the most up-to-date version throughout the contract performance period.

5.8. CORRESPONDENCE IDENTIFICATION. The Contractor shall use a contract number and TO number on all correspondence sent to the KO and COR. The Contractor shall provide one (1) electronically with one (1) paper copy of all Serial Letters and Bonds. All other correspondence to be electronic only.

6.0 ORDERING PROCEDURES

The Government will issue and furnish a Request for Task Order Proposal, (RTOP) to the Contractor. The Contractor shall then prepare a proposal for the accomplishment of the task within the time limit specified in the RTOP. The RTOP will identify an existing requirement based on designs provided by the Government and will include as built or sketches as applicable for the SOW to be accomplished.

6.1 RESPONSIVENESS. As specified in the RTOP, the Contractor shall respond to the needs of the Government. The Contractor shall perform a site visit with the COR and/or government Project Manager. The Contractor shall review the construction requirements and discuss problems, unclear items, access, etc. The COR and/or government Project Manager will draft a memorandum, listing all pertinent items discussed during the site visit, and the Contractor shall draft a response in memorandum form addressing the pertinent items listed and discussed at the site visit. The site visit is considered essential to the preparation of a complete and accurate proposal of the project desired by the DPW. The site visit memorandum shall be submitted with the Contractor’s proposal. Failure to visit the site and discuss the project requirements with the COR and/or government Project Manager shall not constitute an acceptable excuse for omissions or errors in proposals. The Contractor shall review the drawings, sketches, and any changes in the SOW that resulted from the site visit. The Contractor shall then prepare a proposal for the

TO.

6.2 PAYMENTS. Procedures for receiving payments for work against Job Order Contract will be established at the Job Order level. Statements of Work will provide payment instructions specific to individual Job Orders.

7.0 PROPOSALS

The Contractor shall prepare a detailed cost estimate using the approved UPB. The UPB shall be utilized for all applicable pricing under this contract. The Contractor shall be responsible for purchasing and maintaining cost estimating software with the most up-to-date version throughout the contract performance period.

The Contractor shall not alter, append, delete, or otherwise modify the programming or UPB items, except for Government-issued changes. The Contractor shall provide a detailed breakdown of the proposal, to include all pricing documentation to demonstrate that it is fair and reasonable.

In the development of the price proposal, site visits will be considered as incidental to the work and included in the Contractor’s coefficient.

The Contractor shall submit proposals electronically and include a printout of all proposed UPB items, quantities, extended prices, and total proposed costs. Significant components of work and all Non-Pre-Priced (NPP) items shall be identified in the price proposal.

The Contractor’s proposal shall be supported by documentation and include, but not be limited to, product submittals, plans, special conditions, specifications, proposed completion period, name of the Project Manager (PM), and a copy of the initial RTOP form with notations on any agreed upon item changes. This will be incorporated in the final SOW to be issued with the TO and the TO proposal cost estimates which is comprised of the following three (3) sections:

a. Section 1, Division Summary: This section shall include the UPB Pre-Priced divisions, Trades, Assemblies, and NPP items. This section shall make up the Bare Total. No markups shall be applied at this level. The Contractor shall apply the City Cost Indexes (CCIs). The Contractor shall support all proposed NPP items with adequate price competition from two (2) or more offerors competing independently IAW FAR 15.403-1. Contractor pricing shall include line-item number, description, material, labor, and equipment breakdowns. The Contractor shall list the supplier names, e-mail addresses, and telephone numbers for each NPP item.

b. Section 2, Totaling Components: This section includes totaling components set up for all applicable markups, including Contractor coefficients. CCIs shall be applied.

c. Section 3, Line-Item Estimate: This section shall include all line items. The report shall include a sequential line-item number, line-item description, full UPB item number, unit of measure, quantity, bare unit cost, and total amount (quantity multiplied by bare unit cost). The report will print: Pre-Priced line items by division for all UPB Pre-Priced line items found in the UPB, with division breaks and division subtotals, and a listing of the Trades, Assemblies, and NPP items. CCIs shall be applied.

7.1 COST ESTIMATING REQUIREMENTS. The Government-approved UPB for this contract shall be the sole source of Pre-Priced costs. Work tasks required for the completion of specific project requirements that are not considered part of the complete-in-place construction of the UPB items or are not otherwise contained in the UPB are called NPP and their use is defined herein. Any difference between actual prices and UPB pricing shall not constitute grounds for failure to perform nor shall be grounds for any equitable adjustments in the price for the TO.

7.1.1 WHAT IS INCLUDED. Prices in the UPB include the following: direct labor through the foreman level at current, meaning at time of contract award (includes base, options or overall modifications), Construction Wage Rate Requirements (formerly known as Davis- Bacon Act) for the area, equipment costs for the region, tools and material costs including delivery, sales tax and all incidentals. Incidentals include, but are not limited to, nails, screws, welds, and connectors. All prices in the UPB are for complete-in-place construction unless explicitly described otherwise.

Since the UPB is constructed from averaging cost data from projects nationally, there is variance in incidental options or accessories provided by equipment Manufacturers and incorporated into the costs. Therefore, the Government reserves the right to require incidental options or accessories without additional cost, except where the required additions are spelled out as a modifier within the UPB.

7.2 WASTE AND EXCESS QUANTITIES INCLUDED. All prices in the UPB are for the complete-in-place construction unless explicitly described otherwise. The unit prices include delivery of materials to the job site. Waste or excess material quantities are incidental costs which are included within the contract coefficient unless explicitly stated otherwise in the UPB.

Quantities used on TO proposals shall be for in place quantities taken from field measurements or design plans, as appropriate, without allowance for waste or incidental extra materials.

Incidental nails, screws, weldments, and connectors are included in the UPB line items. Unless a connector or fastener is specifically stated as not being included, it is included in the price.

Example: Installation of a suspended ceiling grid system includes connectors, fasteners, and wire for the hanging system.

7.3 UPB VENDOR CLARIFICATIONS. Any time clarifications are required regarding content or scope of a UPB line-item, and the issue is not covered elsewhere in this contract, the KO will act as the sole liaison with the Vendor for obtaining the necessary clarifications.

7.4 UPB APPLICATION – Specific Considerations

7.4.1 DEMOLITION. Ancillary components attached to an affected item or equipment that is scheduled for demolition shall not be priced out separately unless the ancillary component must be removed to complete the TO. Line-item demolition includes all attached appurtenances and ancillary components attached to an affected item or equipment that is scheduled for demolition. If the item being demolished is attached to another item being removed and can be removed as one item, then that item shall not be priced as a separate demolition task, unless the component alone must be demolished.

For example, demolition of a wood door includes hinges, hardware, closures, kick plates, etc., and removing pipe includes all in-line fittings and valves. Unless explicitly required in the SOW.

Demolition prices in the UPB shall cover the cost of removal and disposal of the items.

Demolition shall include the removal of the item, handling, disassembly, loading in a truck or dumpster, and disposal of demolished items, whether salvageable or non- salvageable, unless specified otherwise by the UPB task. Unit prices for demolition exclude costs for hauling.

7.4.2 ASSEMBLY PRICING. Assembly pricing shall take precedence over individual component unit pricing.

7.4.3 LINE-ITEM COST ADJUSTMENTS. The only adjustment of price for the construction line items is the Contractor coefficient. All prices in the UPB are for complete-in-place construction unless explicitly described otherwise. Incidental fasteners (nails, screws, weldments, adhesives or other connectors), incidental options, accessories, and small tools required for a normal installation are included in the line-item cost unless the line-item description specifically states otherwise. Line-item prices include all work required unless the line-item description specifically states otherwise. Equipment costs include normal operating expendables and servicing including routine parts. All line-item prices are valid to perform the work described to a height up to fourteen

(14) feet above finished floor or grade level without the allowance for scaffolding or lift equipment, unless the line-item description specifically states otherwise. Testing, adjusting, balancing, and start-up of installed equipment (normal commissioning) and up to four (4) hours of familiarization training for operation and maintenance of that equipment, shall be included unless the line-item description specifically states otherwise. Scaffolding, lifts, staging, etc. shall be allowed only on a TO basis (per job), not per subcontractor or discipline.

7.4.4 PRICE ADJUSTMENT MODIFIERS. UPB incorporated in this contract contains unit pricing data to be used by the Contractor in development of price proposals for each TO. The pricing data is presented as basic items and as price adjustment modifiers to the basic item. Price adjustment modifiers provide a method for adding to or deducting from the basic item prices for optional materials, and methods of installation. One (1) or more modifiers can be utilized to adjust the basic item price as listed by the appropriate suffix number of the basic line item.

7.4.5 NON-STANDARD WORK (NON-PRE-PRICED). Non-Pre-Priced (NPP) work is categorized as Facilities Construction Activity that is not specifically included in the UPB but is within the basic intent and general scope of the contract. Items of work not covered by this contract’s Pre-Priced items, but within the scope and general intent, may be discussed by the KO and added to a TO at any time during the contract term. NPP items shall only be allowed if the Government deems an appropriate line item is not provided by the Pre-Priced UPB. To permit recurrent use, a NPP item shall be incorporated by contact modification into the UPB and may be done at any time during the contract period. Refer to JOC Guide for how to add NPP items.

NPP work to be included in a TO shall be proposed by the Contractor in a format acceptable to the Government. NPP line items added to a TO shall be complete, including materials and labor and shall be for specific tasks, and not for general labor hours for example. NPP work or items shall be discussed with the Pre-Priced items in the proposal. Discussions will be held between the Government and the Contractor to clarify any identified discrepancies until the methods and requirements to perform the TO is agreed.

7.4.6 INCLUDE RECURRING NPP ITEMS TO THE UPB. The Contractor and the Government shall discuss material, labor, and equipment costs based on the unit of measure for an item. The Contractor shall justify costs with cost and pricing data (Vendor quotes, labor standards, etc.). This will be referred to as the bare cost of the NPP. Once the bare cost of the NPP item has been decided, the item can be added to a TO by adding the Contractor’s overhead costs for NPP items from the bid schedule or it may be modified into the UPB for use on all TOs.

To be modified into the UPB, the bare cost must be economically adjusted to the date of the development of the UPB and then must be adjusted to be consistent with the Contractor's coefficient.

The project shall not be executed under this contract if the value of the NPP work exceeds 10% of the Pre-Priced cost of the TO unless it’s determined by the KO to be a good business decision in the best interest of the Government IAW AFARS 5117.9004-3(c)(1).

TO cost shall not be considered incidental. Only NPP work that is incidental to Pre-Priced work shall be considered to be within the scope of this contract. Incidental NPP will be discussed and established on a work item-by-work item basis. The Pre-Priced coefficient is not applied to NPP items. The NPP overhead and profit rate will be applied to the agreed to bare costs of NPP items after the bare costs of these items have been established.

7.4.7 NPP CONTRACTRO MATERIAL AND EQUIPMEMT COSTS. The Contractor shall receive the cost of the material plus the applicable coefficient as a handling fee. Material costs may include freight but shall not include any other overhead or associated costs. Equipment costs may only be included if the equipment is used solely as a result of inclusion of the NPP item.

7.5 COEFFICIENTS. Coefficients are developed and proposed by the Contractor, to be applied against the published UPB cost line items for the purpose of providing consideration to the Contractor. The Contractor shall factor in potential risks of inflation into the proposed coefficients.

Offerors shall provide indirect costs, NPP overhead and profit rate.

The Contractor's price coefficient shall include all products within the UPB, including the following:

• Contractor's overhead

• General and administrative and other overhead costs

• Protective clothing

• Subcontractors' overhead

• Insurance

• Employee payroll taxes, insurance, and fringe benefits

• Business taxes, contributions, memberships, corporate

• Headquarters support (legal, financial, etc.)

• Waste and excess material

• Gross receipt and sales tax on material and equipment costs

• Close out for the total contract and each TO

• Traffic and work site signs and barriers

• Protection of and moving of Government Property

• QC

• Office Management and equipment

• Depreciation of mobile office(s)

• Interest associated with funding of equipment and payroll

• Submittal preparation

• As built drawings

• Permits, licenses, and fees

7.6 PROJECT SCHEDULES. The Contractor shall prepare and submit a Project Schedule to the Government for approval, as part of each pay request at no additional cost. The schedule shall include all work activities, milestones, and clearly show the critical path of the job.

Work activities include:

• Submittal approval

• As-built drawings

• Final clean up and inspection

• Correction of punch list items

• Final payroll submittal

• Operation and maintenance manuals

The schedule shall indicate the sequence in which the Contractor proposes to perform the work and dates on which the Contractor proposes to start and complete all scheduled activities. The Contractor shall schedule the entire project from the award date. The Contractor shall use the approved project schedule to measure the progress of the work.

Revisions of the schedule shall be re-submitted with each modification proposal for approval. The revised TO schedule shall clearly reflect the added and/or deleted items of work and reflect the increase or decrease in time required to execute the project and the modification. The Contractor shall immediately contact the KO for further direction if a Government Representative requests a change to the SOW.

Construction project schedules shall be submitted electronically. The Contractor shall provide an approved electronic version, readable without providing a copy of the software, to the Government.

7.7 TIME EXTENSIONS. Time extensions for TO changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. Time shall not be extended to correct insufficient progress prior to the modification. (FAR 52.211-13, Time Extensions)

7.8 WEATHER RELATED TIME EXTENSIONS. A Contractor that is delayed by unusually severe weather is entitled to an uncompensated time extension. The key to time extensions for unusually severe weather is not the cause per se, i.e., the weather, but the effect of the unforeseen weather on the work being performed.

To determine whether a Contractor is entitled to a time extension for unusually severe weather certain facts must be established by the Contractor and criteria met:

1. Identification of the work controlling the overall completion of the contract

2. The controlling work was delayed by the weather

3. The weather was unforeseeable, i.e., unusually severe

Unusually severe is defined as weather that is abnormal compared to the past weather at the same location for the same time of year. Since the weather causing the delay must be abnormal for the same time of year and location, the fact that a Contractor encounters even extremely harsh weather, which in fact prevents them from working, is alone insufficient for finding an excusable delay if such weather is normal for the contract site. Adverse weather which at the time of year in which it occurred is unusual for the place in which it occurred. No matter how severe or destructive, if the weather is not unusual for the particular time and place, or if a Contractor should have reasonably anticipated it, the Contractor is not entitled to relief. A mere showing that there was rain, high wind velocity, or other unsettled weather conditions which interfered with and prevented performance of work is not sufficient to bring those weather conditions within the meaning of the terms "unusually severe" weather.

7.8.1…