TUMR 262119 SOW RPR Roads and Parkings Rev 1.1.pdf

CUI

PUERTO RICO AIR NATIONAL GUARD

156TH WING

MUÑIZ AIR NATIONAL GUARD BASE

200 JOSE A. SANTANA AVE, CAROLINA, PR 00979-1502

Statement of Work

TUMR 262119 RPR ROADS & PARKINGS

156 WG Muñiz Air National Guard Base (ANGB), Puerto Rico (PR)

Prepared by:

156th Civil Engineer Squadron (CES) / Engineering Flight (CEN)

Table of Contents

1.0 DEFINITIONS AND ACRONYMS

2.0 GENERAL

3.0 GOVERNMENT FURNISHED PROPERTY, MATERIAL EQUIPMENT and SERVICES (GFP/M/E/S)

4.0 CONTRACTOR FURNISHED PROPERTY, MATERIALS, EQUIPMENT and SERVICES (GFP/M/E)

5.0 REQUIREMENTS. The Contractor shall

6.0 SITE VISIT

7.0 FEDERAL ACQUISITION REGULATION (FAR)

8.0 COMPLIANCY

9.0 WORKPLACE SAFETY

10.0 APPLICABLE PUBLICATIONS

11.0 TECHNICAL EXIBITS

1.0 DEFINITIONS AND ACRONYMS

1.1 Definitions.

1.2 CONTRACTOR. A supplier or vendor awarded a contract to provide specific suppliers or services to the government. The term used in this contract refers to the prime.

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

1.4 CONTRACTING OFFICER’S REPRESENTATIVE (COR). An employee of the US Government designated by the Contracting Officer to monitor Contractor’s performance.

Such appointment shall be in writing and shall state the scope of authority and limitations.

This individual has authority to provide technical direction to the Contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

1.5 DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the work statement.

1.6 DELIVERABLE. Anything that can be physically delivered and included no manufactured things such as meeting minutes or reports.

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

1.8 PHYSICAL SECURITY. Actions that prevent the loss or damage of Government property.

1.9 QUALITY ASSURANCE (QA). The Government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

1.10 QUALITY CONTROL (QC). All necessary measures taken by the Contractor to assure that the quality of a product or service shall meet contract requirements.

1.11 SUB-CONTRACTOR. One that enters into a contract with a prime contractor. The

Government does not have privacy of contract with the sub-contractor.

1.12 WORKDAY. The number of hours per day the Contractor provides services in accordance with the contract.

1.13 WORK WEEK. Monday through Friday, unless specified otherwise.

1.2 Acronyms.

1.2.1 AEI – Army Enterprise Info Structure

1.2.2 AFARS – Army Federal Acquisition Regulation Supplement

1.2.3 ANG – Air National Guard

1.2.4 ANGB – Air National Guard Base

1.2.5 AR – Army Regulation

1.2.6 AUP – Acceptable Use Policy

1.2.7 BBP – Better Business Practice

1.2.8 CDM – Concept Development Meeting

1.2.9 CFR – Code of Federal Regulations

1.2.10 CM – Contract Manager

1.2.11 COMSEC – Communications Security

1.2.12 CONUS – Continental United States

1.2.13 COR – Contracting Officer Representative

1.2.14 COTS – Commercial-Off-The-Shelf

1.2.15 CUI – Controlled Unclassified Information

1.2.16 DA – Department of the Army

1.2.17 DAF – Department of the Air Force

1.2.18 DD250 – Department of Defense Form 250 (Receiving Report)

1.2.19 DD254 – Department of Defense Contract Security Requirement List

1.2.20 DFARS – Defense Federal Acquisition Regulation Supplement

1.2.21 DMDC – Defense Manpower Data Center

1.2.22 DOD – Department of Defense

1.2.23 FAR – Federal Acquisition Regulation

1.2.24 FEMA – Federal Emergency Management Agency

1.2.25 FPCON – Force Protection Condition

1.2.26 FPM – Final Planning Meeting

1.2.27 HQDA – Headquarter Department of Army

1.2.28 IA – Information Assurance

1.2.29 IAW – In Accordance With

1.2.30 IPM – Initial Planning Meeting

1.2.31 IT – Information Technology

1.2.32 JTR – Joint Travel Regulation

1.2.33 JTF – Joint Task Force

1.2.34 KO – Contracting Officer

1.2.35 MHE – Material Handling Equipment

1.2.36 MOA – Memorandum of Agreement

1.2.37 MPM – Mid-Planning Meeting

1.2.38 MSR – Monthly Status Report

1.2.39 NACI – National Agency Check Inquires

1.2.40 NGB – National Guard Bureau

1.2.41 NLT – Not Later Than

1.2.42 OCI – Organizational Conflict of Interest

1.2.43 OCONUS – Outside Continental United States

1.2.44 ODC – Other Direct Costs\

1.2.45 OPSEC – Operations Security

1.2.46 PCO – Procuring Contracting Officer

1.2.47 PII – Protection of Personally Identifiable Information

1.2.48 POC – Point of Contact

1.2.49 PoP – Period of Performance

1.2.50 PRS – Performance Requirements Summary

1.2.51 SOW – Scope of Work

1.2.52 QA – Quality Assurance

1.2.53 QAP – Quality Assurance Program

1.2.54 QC – Quality Control

1.2.55 QCP – Quality Control Program

1.2.56 SME – Subject Matter Experts

1.2.57 TAR – Travel Authorization Request

1.2.58 TE – Technical Exhibit

1.2.59 WAWF-RA – Wide Area Workflow-Receipt and Acceptance

2.0 GENERAL

2.1 Scope. The Contractor shall provide all labor, tools, equipment, materials, transportation, and construction supervision necessary to execute base wide roads and parking asphalt repairs in 156th Wing Muniz ANG Base, Carolina PR as specified in this Statement of Work (SOW).

2.2 Background. Due to combination of extreme tropical weather and unique geological vulnerabilities are the primary factors contributing to pavement degradation at the base.

The project consists of repairing base wide deteriorated asphalt in roads and parking to reduce maintenance costs and traffic disruptions flow and continue supporting the Base

Mission. More specific details are in section 5.0.

2.3 Period of Performance (PoP). The PoP shall be 120 days (4 months).

2.4 General Information

2.4.1 Quality Control (QC). The contractor shall develop and maintain an effective way to ensure services are performed in accordance with (IAW) this SOW.

The contract shall develop and implement procedures to identify, prevent and ensure no recurrence of defective services. The Contractor’s QCP is the means by which it assures itself that its 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. A QCP shall be submitted to the COR No Later

Than (NLT) 10 days after contract award. After acceptance of the QCP, the Contractor shall obtain KO’s acceptance in writing of any proposed changes to its QCP.

2.4.2 Recognized Holidays. The following are recognized US holidays. The contractor shall not perform services on these days.

2.4.2.1 New Year’s Day

2.4.2.2 Martin Luther King Jr.’s Birthday

2.4.2.3 President’s Day

2.4.2.4 Memorial Day

2.4.2.5 Juneteenth National Independence Day

2.4.2.6 Independence Day

2.4.2.7 Labor Day

2.4.2.8 Columbus Day

2.4.2.9 Veteran’s Day

2.4.2.10 Thanksgiving Day

2.4.2.11 Christmas Day

2.4.3 Place and Performance of Services. The Contractor shall provide services between the hours of 0730 – 1600 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. Performance shall be the installation mentioned in paragraph 1.1. The contractor shall always 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 workforce are essential.

2.4.3.1 Unscheduled gate closures by 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’s 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.

2.4.3.2 The Contractor’s employees shall become familiar with and obey the regulations of the installation, including, fire, traffic, safety, and security regulations while on the installation. Contractor employees should only enter restricted areas when required to do so and only upon prior approval. All Contractor’s employees shall always carry proper identification with them. The Contractor shall ensure compliance with all regulations and orders of the installation, which may affect performance.

2.4.4 Security Requirements. The Contractor shall comply with all applicable installation/facility access and local Security Forces procedures, which may be obtained from the COR. The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the installation Security Office. The Contractor shall ensure compliance with all personal identity verification requirements as directed by

DOD and/or local policies. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes. The Contractor shall coordinate all on-site activity, as required, in conjunction with the COR and the appropriate installation/facility representatives. Installation Entry Access List (EAL) is required fifteen to thirty (15-30) calendar days ahead for processing, prior to base access approval being granted, along with DD Form 369, Police Record Check and driver’s license copy. Additionally, Contractor’s personnel will be responsible to coordinate any escorting required for temporary workers, as determined by Security Forces. Contractors are not compensated for failure to comply with Security Forces policies and procedures for entry.

2.4.4.1 For Contractors that do not require a Common Access Card (CAC) but require access to a DOD facility/installation: Contractor and all associated Sub-Contractor’s 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 Forces policies and procedures (provided by a government representative).

2.4.4.2 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 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.

2.4.4.3 Protection of Personally Identifiable Information (PII). The Contractor shall protect all PII encountered in the performance of services IAW

DFARS 224.103 and DODD 5400.11, Department of Defense Privacy

Program, and DOD 5400.11-R. If a PII breach results from the

Contractor’s violation of the aforementioned policies, the Contractor shall bear all notification costs, call-center support costs, and credit monitoring service costs for all individuals whose PII has been compromised.

2.4.4.4 Anti-terrorism Level 1 (AT) Awareness Training. All Contractor’s employees requiring access to any installation/facility and controlled access areas shall complete AT Level 1 within ten (10) calendar days after contract start date and within ten (10) calendar days of new employees commencing performance. The Contractor shall submit certificates of completion for each affected Contractor and sub-contractor employee, to the COR or KO if a COR is not assigned, within ten (10) calendar days after completion of training. AT Level 1 is available at http://jko.jten.mil/course/atl1/launch.html.

2.4.4.5 Photos. Only key Contractor’s personnel are authorized to take pictures of the construction area. Careful planning must be taken to ensure no aircraft, facilities or military personnel appear in pictures inadvertently.

A list of key personnel required to take pictures will be submitted to the COR for approval NTL ten (10) days after project award.

2.4.5 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.

2.4.5.1 Key Control. This SOW does not require handling of keys or key cards issued by the government.

2.4.6 Special Qualifications. The contractor shall ensure all employees possess all required licenses for operating heavy equipment, welding licenses, Material

Handling Equipment (MHE) (i.e. forklift) and any others, in the performance of this contract. The Government does not provide training to Contractors.

Contractors must ensure that any personnel performing under a contract are fully trained, licensed, certified and qualified to provide services.

2.4.7 Post Award Conference/Periodic Progress Meetings. The Contractor agrees to attend any post award conference convened by the KO IAW FAR subpart

42.5. The KO, COR, and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor’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.

2.4.7.1 Weekly Progress Report: The Contractor shall provide the KO and COR assigned with a Weekly Progress Report every Thursday evening.

2.4.7.2 Project Progress: Actual progress against the construction schedule.

http://jko.jten.mil/course/atl1/launch.html

2.4.7.3 Activities: Completed activities, upcoming activities, and equipment/material order status shall be included.

2.4.7.4 Summary of Issues: All past, current, and future issues that impact the project.

2.4.7.5 Contract Manager (CM). The Contractor 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 within three (3) calendar days after contract award. 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, or KO if a COR is not assigned, to resolve issues, receive technical instructions, and ensure adequate performance of services. The CM shall ensure that Contractor’s 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’s employees understand that services performed outside the scope of the contract are performed wholly at the expense of the Contractor.

2.4.7.6 Identification of Contractor Employees. All Contractor’s 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’s 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 block on emails) and dealings with

Government or non-Government entities. Contractor’s 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 their employees who depart employment for any reason. All identification media (i.e. badges and vehicle passes) shall be returned to the COR within the ten (10) days of an employee’s departure or contract completion.

2.4.7.7 Combating Trafficking in Persons. The US Government has adopted a zero-tolerance policy regarding trafficking in persons. Contractors and

Contractor’s employees shall not engage in any forms of trafficking in persons during the PoP of the contract; procure commercial sex acts during the PoP of the contract; or use forced labor in the performance of the contract. The Contractor shall notify its employees of the US

Government’s zero tolerance policy, the actions that will be taken against employees for violations of this policy. Such actions may include, but are not limited to, removal from the contract, reduction in benefits, or termination of employment. The Contractor shall take appropriate action, up to and including termination against employees or sub-contractors that violate US Government policy as described at

FAR 22.17. Contractor shall complete the following online training within ten (10) calendar days after contract award – Course number is N-US189-HB; available at http://jko.jten.mil/.

2.4.8 Data Rights. The Government has unlimited rights to all documents/material 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. Provide a copy ten (10) calendar days after contract completion. This right does not abrogate any other Government rights.

2.4.9 Organizational Conflicts of Interest (OCI). The Contractor and sub-contractor personnel performing services under this contract may receive have access to or participate in the http://jko.jten.mil/ development of proprietary or source selection. In addition to substantial (e.g. cost or pricing information, budget information or analysis, specifications or work statements, etc.).

Perform evaluation services, which may create 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 affect other remedies as he or she deems necessary, including prohibiting the contractor from participation in subsequent contracted requirements which may be affected by the OCI.

2.4.10 Safety Plan. Contractor shall submit a Safety Plan to COR NLT ten (10) calendar days after contract award.

2.4.11 Environmental Plan. Not required.

2.4.12 Waste Management Plan. Contractor shall submit Waste Management Plan to the COR

NLT ten (10) calendar days after contract award. The Contractor shall submit to the

COR for approval prior to commencement of services, IAW UFGS 01 74 19 Construction

Waste Management and UFGS 02 81 00 Transportation and Disposal of Hazardous Waste.

The project waste diversion goal is 60%. Approval of the Contractor’s Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. This plan shall be coordinated with the installation waste management plan so there are no conflicts. This plan may be incorporated with the Environmental Plan. Disposal slips from landfill and/or recycler must be submitted to the COR to report amounts of debris landfilled or recycled on

April 1st and October 1st of the past 6 months, respectively. If the project ends before these dates, submit the report with the closure documentations.

2.4.12.1 April’s Report (October through March)

2.4.12.2 October’s Report (April through September)

2.4.13 Health and Safety Plan (HSP). The Contractor shall prepare a site-specific HSP to comply with Air Force, Occupational Safety and Health Administration (OSHA), United States

Environmental Protection Agency (USEPA), state PR-OSHA, and local health and safety regulations regarding the proposed work. The Contractor shall also submit a HSP that included worker health and safety practices for the asbestos and lead work activities. The

HSP must include valid certificates for each worker that will be included in the demolition, showing they have completed the Asbestos Hazard Emergency Response Act (AHERA), OSHA, and PR-OSHA training requirements. The Contractor shall notify the KO and COR within three (3) calendar days if a change is required to the HSP. The Contractor shall adhere to USEPA guidelines for designating the appropriate levels of protection needed at the demolition site(s) as applicable. The Contractor shall maintain and have readily available written certification that the approved HSP has been reviewed and briefed with all personnel that work at the project site prior to the employee’s start date.

2.4.14 Site Closure Report. The Contractor shall prepare and submit to the Base Environmental

Management Office and COR, for review and approval, a draft and final closure report as required for the asbestos and lead abatement permits. Typical processing time is twenty-one

(21) calendar days for the initial review/approval and, if necessary, fourteen (14) days for resubmittal review/approval.

3.0 GOVERNMENT FURNISHED PROPERTY, MATERIAL EQUIPMENT and

SERVICES (GFP/M/E/S)

3.1 The Government will provide the property, material, equipment, and/or services listed below solely for the purpose of performance under this contract.

3.2 Property. Government will authorize contractor to an area for material storage and temporary office.

3.3 Material. None.

3.4 Equipment. None.

3.5 Services. None.

3.6 Utilities. Contractor will be authorized, if needed, to connect to local water and electricity for administrative purposes. Use of water or electricity for construction work is prohibited. Contractor will request approval to connect to any utility and follow strict base procedures. Any deviation or damage will be solely the contractor’s responsibility to repair to original or better state.

4.0 CONTRACTOR FURNISHED PROPERTY, MATERIALS, EQUIPMENT and

SERVICES (GFP/M/E)

4.1 General. Except for those items specifically stated to be Government-Furnished in paragraph 3.0, the contractor shall furnish everything required to perform these services as indicated in paragraph 2.1.

4.2 Bathroom. The Contractor shall provide portable bathrooms for their employees during the PoP accompanied by its periodical maintenance.

5.0 REQUIREMENTS: The Contractor shall provide all labor, tools, equipment, materials, transportation, and construction supervision necessary to execute base wide asphalt roads and parking repairs.

5.1 Permits - Contractor shall be responsible for requesting and obtaining all required permits as per federal and state laws and regulations.

5.2 The Contractor shall obtain a fully signed AF Form 103 (Base Civil Engineer Work

Clearance Request) prior to any saw-cutting, trenching, or excavation for concrete footings or electrical conduit runs.

5.3 Submittal Approval: Submit manufacturer data sheets for all gate operators and safety components to the Base Civil Engineer (BCE) for local technical approval via AF Form

3000 before purchasing materials.

5.4 Provide protective measures

5.4.1 Provide and apply active protective measures to prevent damage to the existing nearby buildings, government property and vehicles.

5.4.2 Traffic Control: Implement and maintain a traffic control plan in accordance with all local and state regulations for the entire duration of the project to ensure the safety of workers and the public. Barricade construction area to prevent traffic and safety issues during the works.

5.5 Asphalt Milling (Roads & Parking Areas)

5.5.1 Perform asphalt milling to a uniform depth of two (2) inches in main roads.

Refer to figure A-8, A-9.

5.5.2 Perform asphalt milling to a uniform depth of one (1) inch in parking lots.

Refer to figure A-1 to A-6.

5.5.3 All milled material shall be removed from the site and properly disposed or recycled in accordance with state and federal regulations. Contractor is responsible for providing manifest of disposal and/or recycling.

5.6 Preparation and Asphalt Placement (Roads & Parking Areas)

5.6.1 Perform inspection of the milled area to identify potholes and repair before further works.

5.6.2 Apply a uniform layer of tack coat to all area to receive a new asphalt surface course. The application rate must be sufficient to create a strong bond between the existing base and the new asphalt layer.

5.6.3 ROADS: Apply and compact a new surface pavement course type S1. The new asphalt must be delivered and placed within the temperature range specified by the mix design and have a final compacted thickness of two (2) inches in primary-secondary roads area. The surface must be smooth, uniform, and free of defects.

5.6.4 PARKINGS: Apply and compact a new surface pavement course type 5B. The new asphalt must be delivered and placed within the temperature range specified by the mix design and have a final compacted thickness of one and half (1-1/2”) inch in parking lots. The surface must be smooth, uniform, and free of defects.

5.6.5 Perform pavement markings in roads and parking lots, including lane lines, edge lines & pedestrian crosswalk and handicaps symbols. The new markings shall match the existing layout prior to construction and shall be applied using durable thermoplastic material.

5.6.6 Prior to work, the Contractor and COR shall conduct a joint inventory of existing wheel stops. The Contractor shall carefully remove and protect approved units for reinstallation; any units damaged during construction shall be replaced at the Contractor's expense. The Contractor shall procure twenty-five

(25) new replacement wheel stops matching UFC 3-201-01 specifications. Any of these 25 units not installed during the project shall be turned over to the

Government and delivered to a designated storage location on-site.

5.6.7 Adjust all manhole covers, water valve boxes, and other utility castings within the project area to be impacted with the final grade of the new pavement surface.

5.6.8 Perform cleaning of the impacted and adjacent areas. Contractor shall remove all equipment, materials, and debris from the project site, leaving the area clean.

5.6.9 Estimate Quantities:

ROADS

Asphalt Area 10,203 m2 Milling Area 10,203 m2

Traffic marking 350 LF Pedestrian Crosswalks 210 LF

PARKING

Asphalt Area 10,561 m2 Milling Area 4,608 m2

Parking marking 9,850 LF Handicap Symbols 3 EA

Wheel Stops 25 EA (to replace) Directional arrows 10

APRON SHOULDER

New Asphalt Area 4,975 m2

Milling Area 4,365 m2

Asphalt Thickness (SHOULDER ADDITION) 3 inches base course / 2 in. surface course

Addition Area 610 m2

5.7 Preparation and Asphalt Placement (Apron Shoulder areas)

5.7.1 Special Coordination

5.7.1.1 Contractor shall coordinate with the Airfield Manager Section all work in the APRON area.

5.7.2 Remove existing asphalt by cold milling all the way down to expose the base course material.

5.7.3 Milling operations must utilize integrated water-injection systems for dust suppression. All Reclaimed Asphalt Pavement (RAP) must be swept, collected, and managed daily.

5.7.4 The Contractor shall excavate the adjacent unpaved ground along the shoulder perimeter to a width of 5 feet and to the depth required by the structural pavement design. See figure A-11

5.7.5 The subgrade soil shall be proof-rolled and compacted. Any low-strength, expansive, or organic soils revealed during excavation must be undercut and removed.

5.7.6 The Contractor shall improve and construct the subbase layer for the 5-foot extension area using approved crushed aggregate or stabilized soil in accordance with UFC 3-260-02.

5.7.7 The subbase material must meet the minimum California Bearing Ratio (CBR) and gradation requirements specified for airfield shoulder traffic types.

5.7.8 Compaction: The subbase and base course layers shall be compacted to a minimum of 95% maximum dry density in accordance with ASTM D1557

(Modified Proctor) to prevent future pumping or rutting under accidental aircraft wheel loads.

5.7.9 Asphalt Concrete Placement

5.7.9.1 A tack coat shall be applied to the milled vertical face of the existing shoulder and the surface of the newly prepared aggregate base course.

5.7.9.2 The Contractor shall place and compact hot mix asphalt (HMA) across the new 5 ft extension (Base course – Gradation no. 1), (Surface course –

Gradation no. 3) and the milled transition zone, ensuring a seamless, monolithic finish resulting in a complete 25ft shoulder. See figure A-11.

5.7.9.3 The finished shoulder must maintain a uniform transverse cross-slope of

2% draining away from the primary apron pavement to prevent water ponding.

5.8 Equipment, parts, tools, and supplies.

5.8.1 Provide all parts, tools, and supplies needed to complete the related work.

5.9 As Builts.

5.9.1 If any items being repaired/or replaced are changed from location, as builts for all work shall be provided in paper, pdf to scale and CAD format, as part of the final project documents and acceptance. Project will not be considered complete, nor final payment considered, without as-builts submitted.

5.9.2 A DD1354 will be prepared by the contractor as part of the as-built submittal, IAW DAFI 32-9005 Real Property Accountability.

5.10 Miscellaneous.

5.10.1 Signage: Any required signs, IAW UFC 3-120-01 Design: Sign Standards, shall be provided and installed.

5.10.2 Project Construction sign: The contractor shall install a stand-alone project sign compliant with figure A-11. Sign shall be submitted for review and approval of

COR before approval and installation within 10 days of award.

5.10.3 Project site: Contractor shall secure the project site completely with construction fencing. Signane shall be posted to not enter site, IAW OSHA & Safety AFI requirements.

5.10.4 Laydown yard: The contractor shall submit a laydown yard request for base consideration. Laydown yard shall be limited in size and submittal must be justified with a site plan and material expected. Laydown yard shall be co-located with project site.

5.10.5 Cleaning: Contractor is responsible for cleaning on the designed project area while related work occurs and when finished as specified in section 9.0

WORKPLACE SAFETY.

6.0 WARRANTY PERIOD

6.1 The material and workmanship warranty period required by federal government shall have a 1-year warranty under FAR Clause 52.246-21 Warranty of Construction.

7.0 SITE VISIT

7.0 All quantities and measurements herein are approximate. Contractor is responsible to conduct a site visit for verification prior proposal submission. If questions arise, Request for Information (RFI) shall be submitted to KO and COR.

8.0 FEDERAL ACQUISITION REGULATION (FAR)

8.1 This SOW does not supersede any FAR stipulations that may appear in this contract.

8.2 For more up to date information visit https://www.acquisition.gov/browse/index/far.

9.0 COMPLIANCE

9.1 The Contractor is subject to all Installation Fire, Safety, Security, Civil Engineer, OPSEC, Traffic Regulations and all applicable Federal and State Regulations.

9.2 Fire Safety. The Contractor shall comply with all local fire regulations and NFPA 241 during all demolition and construction work. All fire extinguishers required shall be provided and maintained by the contractor but must be approved for use by the KO prior to use.

9.2.1 Hot-work operations. Those involving welding, soldering, brazing, or torch heating (i.e. open flame or grinders) shall not commence before an AF Form

592 is completed and signed by the Fire Inspector. The Contractor shall contract the Fire Department’s inspection section at least one (1) workday prior to –hot work operations for assistance and completing the Form 592. There shall be no open burning of waste materials or debris during this contract.

9.3 Digging Permit. Contractor must request a digging permit to the COR and have it approved prior start any digging work.

9.4 Confined Space Entry. Contractor must request a confined space entry AF Form

1024 to the COR and have it approved prior to entering a confined space.

9.5 Contractor must be registered (current) in the System for Award Management (SAM) internet program at http://www.sam.gov.

9.6 All invoices must be submitted using Wide Area Workflow (WAWF) internet program and verify the statuses at https://wawf.eb.mil.

https://www.acquisition.gov/browse/index/far http://www.sam.gov/ https://wawf.eb.mil/

WORKPLACE SAFETY

10.0 The Government contracts on the understanding that the Contractor is complying with applicable laws concerning workplace safety.

10.1 The Contractor is subject to all citations and penalties for violation of applicable workplace safety laws. The burden of compliance rests with the Contractor. The KO may notify the Contractor of hazards in Contractor’s operations/performance that endanger Government personnel or property and require appropriate abatement or mitigation action. This provision does not constitute assumption of liability for

Occupational Safety and Health compliance on the part of the Government or negate other agency responsibility for enforcement of applicable laws.

10.2 Accident prevention principles must be thoroughly integrated into all operations.

Unsafe conditions and practices, as identified by the KO or COR, must be corrected immediately,

10.3 Solid Waste Management. All debris generated by the Contractor’s operations shall be removed from the base. All waste materials and debris generated by work under this contract shall be processed, handled, transported, stored, and disposed of by the

Contractor IAW all Federal, State, and local regulations and laws. All waste streams will be quantified and reported to the Base Environmental Manager. The Contractor shall be responsible for any permit or feeds associated with the use of off-base disposal locations.

10.4 All refuse and remaining materials related to the work will be taken daily to a refuse container provided by the Contractor.

10.5 Only company cars with distinctive logos posted at the passenger and driver doors will be authorized inside Base premises.

10.6 All personnel are required to show a valid not expired ID in the main entrance gate before entering the Base premises.

10.7 At the end of each working day all areas will be clear from equipment, tools and materials.

10.8 Special precautions will be taken at no cost to Government to protect Base property during the project execution.

10.9 The use of Personal Protective Equipment (PPE) is always mandatory while working on the project.

10.10 The Contractor shall be liable for any loss, destruction or damage and deterioration to Government property, including vegetation and landscaping, resulting from

Contractor operations. Any damage to Government or personal property shall be repaired or replaced to the KO’s satisfaction at the Contractor’s expense.

10.11 All work under this project shall meet applicable County, Territorial, Federal and

Air National Guard construction codes, regulations and policies.

10.12 Contractor shall coordinate with KO to verify the existing site and facility conditions. Any differing conditions shall be notified in writing to request clarification.

10.13 Equipment or fixtures Government Furnished Contractor Installed (GFCI): None anticipated.

10.14 Comply with all specifications applicable found and included by reference in the www.wbdg.org site. This will include the following UFC and UFGS:

- UFC 3-250-01 Pavement Design for Roads and Parking Areas

- UFC 3-270-01 Asphalt and Concrete Pavement Maintenance and Repair

10.15 For additional information on drawings and specifications, and for entering the site premises contact the Base Civil Engineer (BCE) office in Building 25, Muñiz

ANGB telephone (787) 253-9578.

10.16 For additional environmental information, contact the Environmental Manager

Office in Building 71, Muñiz ANGB telephone (787)253-5192.

10.17 For additional safety information contact the Safety Office in Building 22, Muñiz

ANGB telephone at (787)253-5275.

10.18 For additional fire information contact the Fire Department in Building 3, Muñiz

ANGB telephone at (787)253-5222.

10.19 For additional security information contact the Base Defense Operation Center

(BDOC) in Building 99, Muñiz ANGB telephone at (787)253-5204.

http://www.wbdg.org/

11.0 APPLICABLE PUBLICATIONS

Publications applicable to this SOW are listed below.

12.0

Publication (Chapter/Page)

Date of Publication

Mandatory or Advisory

Website

Federal Acquisition Regulation

Mandatory https://www.acquisition.gov/browse/index/fa r

Defense Federal Acquisition Regulation https://www.acquisition.gov/dfars

AR 190-13 The Army Physical Security

25 February

Mandatory http://www.apd.army.mil/ProductMaps/PubFo rm/AR.aspx

AR 530-1 Operations Security

26 Sep 2014 OK http://armypubs.army.mil/ProductMaps/PubF orm/AR.aspx

DoD 5220.22-M National Industrial Security Program

18 May 2016

OK http://www.dtic.mil/whs/directives/corres/pub 1.html

DG 415-5 General Facilities Design

1 June 2011 Advisory https://www.wbdg.org/FFC/ARMYCOE/NATL GUARD/dg_415_5.pdf

UFC 4-010-01 1 Oct 2013 Mandatory https://pdc.usace.army.mil/library/ufc/4-010- 01/ UFC 3-270-01 25 Feb 2026 Mandatory https://www.wbdg.org/dod/ufc/ufc-3-270-01 UFC 3-250-01 14 Nov 2016 Mandatory https://wbdg.org/dod/ufc/ufc-3-250-01 UFC 3-250-03 16 Jan 2026 Mandatory https://wbdg.org/dod/ufc/ufc-3-250-03 UFC 3-270-08 25 Feb 2026 Mandatory https://wbdg.org/dod/ufc/ufc-3-270-08

DOD Min. AT/FP Standards for

29 CFR 1926 OSHA

Construction

January 2014 Mandatory www.OSHA.gov

AR 385-10 Chapter 4 Safety Program http://www.ngbpdc.ngb.army.mil/pubs/385/ngr38 5_10.pdf https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/dfars http://www.apd.army.mil/ProductMaps/PubForm/AR.aspx http://www.apd.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://www.dtic.mil/whs/directives/corres/pub1.html http://www.dtic.mil/whs/directives/corres/pub1.html http://www.wbdg.org/FFC/ARMYCOE/NATL http://www.wbdg.org/FFC/ARMYCOE/NATL http://www.wbdg.org/FFC/ARMYCOE/NATL https://pdc.usace.army.mil/library/ufc/4-010-https://www.wbdg.org/dod/ufc/ufc-3-270-01 https://www.google.com/url?q=https%3A%2F%2Fwww.wbdg.org%2Fdod%2Fufc%2Fufc-3-250-01 https://www.google.com/url?q=https%3A%2F%2Fwww.wbdg.org%2Fdod%2Fufc%2Fufc-3-250-03 https://www.google.com/url?q=https%3A%2F%2Fwww.wbdg.org%2Fdod%2Fufc%2Fufc-3-270-08 http://www.osha.gov/ http://www.ngbpdc.ngb.army.mil/pubs/385/ngr385_10.pdf http://www.ngbpdc.ngb.army.mil/pubs/385/ngr385_10.pdf

TECHNICAL EXIBITS

12.1 Technical Exhibit 1. Performance Requirements Summary (PRS)

12.1.1 This PRS included performance objectives the Government will use to determine

Contractor performance and will compare contractor performance to the Acceptable

Quality Level (AQL).

Performance

Objectives

Performance Standards

Acceptable Quality

Levels AQL

Surveillance

Method / By Whom

1. Pothole Repair All potholes greater than 6 inches in diameter and 2 inches deep on main thoroughfares repaired.

Repair must be flush with the surrounding subbase

98% of all identified potholes repaired to standard

Random inspection of completed repairs.

Core sampling and density testing of 10% of patches.

2. Base/Subbase Improvement

(Subgrade Preparation)

Subgrade for full-depth patch areas must be compacted to a minimum of 95% of the maximum dry density as determined by

ASTM D1557.

No visible rutting, pumping, or deflection during proof-rolling for

100% of repaired subgrade areas.

Visual inspection during proof-rolling.

Field density testing (e.g., nuclear gauge) on 100% of full-depth patch subgrades.

3. Asphalt Binder / Tack Coat Application

Tack coat shall be applied uniformly at a residual rate between 0.03 to 0.08 gal/yd² (as per UFC 3-250-03). The surface must be free of puddles or uncovered areas. The emulsion must "break" (change from brown to black) before paving.

100% of paved surfaces must have a properly applied and broken tack coat. No visual evidence of slippage or delamination in the final pavement.

Visual inspection prior to placement of the hot-mix asphalt

(HMA) layer.

Inspection for bond between pavement layers in core samples.

4. Final Surface Smoothness

The finished pavement surface shall not vary more than 1/4 inch from the edge of a 10-foot straightedge when applied parallel and perpendicular to the centerline.

95% of all surface areas tested meet the straightedge requirement.

Random straightedge testing conducted by the Quality Assurance (QA) inspector on all paved lanes.

Technical Exhibit 2. Submittal List

Description Type QTY Due Remarks

Material Approval Submittals: (All materials used on project)

1. Mobilization plan, physical security, project sign, & laydown yard

2. Asphalt Product Data

3. Asphalt Test Reports 4 Asphalt Testing Laboratory Cert.

5. Traffic Control Plans

6. All applicable qualification certificates.

7. Test report data of crunched stone subbase material

8. Product Data for marking Paint

9. Worker Compensation

Insurance Certificate

12. Quality Assurance Plan

13. Safety Plan

12. Environmental & Hazardous Material Plan

14. Warranty Plan

AF

Form 3000

1 each

(if needed to split, please advise COR)

NLT 7 days prior to installing

Before final invoice is certified

Must be signed by:

KO

COR

Contractor (return copy)

12.2 Technical Exhibit 3. Design and Construction Standards and References.

12.2.1 American Society for Testing and Materials (ASTM) – Latest Edition

12.2.2 Unified Facilities Guide Specification (UFGS)

12.2.3 All Federal applicable UFC, UFGS and ANG ETL’s must be verified at www.wbdg.org.

12.3 Technical Exhibit 4. Invoice Requirements.

12.3.1 Electronic pictures of work to be invoiced (Before and After).

12.3.2 Breakdown for Payment

12.3.3 Application for Payment and Invoice Request (Provided by Contracting)

12.3.4 Progress Report of activities.

12.3.5 Draft and Interim of DD Form 1354 Transfer and Acceptance of Real Property.

12.4 Technical Exhibit 5. Closeout Documentation.

12.4.1 Contractor workmanship letter of warranty up to one year.

12.4.2 Recycling or landfill proof of disposition document.

12.4.3 Contractor certificates of no debts to suppliers and vendors (Release of Claims).

12.4.4 Record of punchlist and final inspections

12.4.5 Completed DD Form 1354 Transfer and Acceptance of Real Property

12.4.6 Contractor’s as-built drawing (electronically PDF and CAD file) as applicable.

http://www.wbdg.org/

Appendix A

Figure A-1

Figure A-2

Figure A-3

Figure A-4

Figure A-5

Figure A-6

Figure A-7

Figure A-8

Figure A-9

Figure A-10

Figure A-11 Apron shoulder section detail

Figure A-11