TUMR262105 SOW RPR Water Line Valves.pdf

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 262105 REPLACE WATER LINE VALVES

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

Prepared by:

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

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STATEMENT OF WORK

TUMR 262105 RPR MAIN WATER DISTRIBUTION VALVE REPLACEMENT

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

1.0 GENERAL

1.1 Scope. The Contractor shall provide supervision, transportation, labor, materials, equipment, fuel, and any other needed materials and quality control necessary, except as specified in Paragraph 3.0 as Government Furnished items, to perform main water distribution valve replacement located at Muñiz Air National Guard Base, Carolina, PR, as specified in this SOW.

1.2 Background. The primary purpose of the project is to replace three (3) failing main water distribution valves to support the Base Mission and ensure utility system integrity. This will require utility locates, excavation to a depth of approximately 4 to 7 feet, trench safety/shoring, dewatering, line isolation, removal of defective valves, installation of three (3) new gate valves with components and restoration of disturbed areas to pre-existing conditions.

1.3 Period of Performance (PoP). The Period of Performance shall be 30 calendar days (1 month).

1.4 General Information.

1.4.1 Quality Control (QC). The contractor shall develop and maintain an effective QC Plan (QCP) to ensure services are performed in accordance with this SOW. The contractor shall develop and implement procedures to identify, prevent, and ensure 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 final QCP shall be submitted to the Contracting Officer Representative (COR) NLT 10 days after contract award.

After acceptance of the QCP, the contractor shall obtain the Contracting Officer’s (KO) acceptance in writing of any proposed changes to its QCP.

1.4.2 Quality Assurance (QA). The Government shall evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the Government must do to ensure that the contractor has performed in accordance with the performance standards.

It defines how the performance standards will be applied, the frequency of surveillance, and acceptable quality level(s) (defect rate(s)).

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

1.4.3.1 New Year’s Day

1.4.3.2 Martin Luther King Jr.’s Birthday

1.4.3.3 President’s Day

1.4.3.4 Memorial Day

1.4.3.5 Independence Day

1.4.3.6 Labor Day

1.4.3.7 Columbus Day

1.4.3.8 Veteran’s Day

1.4.3.9 Thanksgiving Day

1.4.3.10 Christmas Day

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1.4.4 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 at Muñiz Air Base, Carolina, Puerto Rico 00979. The contractor shall, at all times, maintain an adequate work force for the uninterrupted performance of all tasks defined within this SOW when the Government facility/installation is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that stability and continuity of the work force are essential.

1.4.4.1 Reserved.

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

1.4.4.3 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 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.

1.4.5 Security Requirements. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (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 policy. 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 Muñiz Base 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 license copy.

1.4.5.1 Reserved.

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

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

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

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1.4.5.4 Protection of Personally Identifiable Information (PII). The contractor shall protect all Personally Identifiable Information (PII) encountered in the performance of services in accordance with 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.

1.4.5.5 AT Level 1 Awareness Training (AT). All contractor employees requiring access to Army or Air Force Installations, facilities, and controlled access areas shall complete Level 1 AT within 10 calendar days after contract start date and within 7 calendar days of new employees commencing performance. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the COR, or to the KO if a COR is not assigned, within 7 calendar days after completion of training. Level 1 AT is available at http://jko.jten.mil/courses/atl1/launch.html.

1.4.6 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.

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

1.4.7 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.

1.4.8 Post Award Conference/Periodic Progress Meetings. The contractor agrees to attend any post award conference convened by the KO in accordance with Federal Acquisition Regulations Subpart 42.5. The KO, Contracting Officer’s Representative (COR), and other Government personnel, as appropriate, may meet periodically with the contractor to review the contractor’s performance. The contractor shall resolve outstanding issues raised by the Government. Contractor attendance at these meetings shall be at no additional cost to the Government.

1.4.9 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 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 the 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 employees do not perform any services outside the scope of the contract without an official modification issued by the KO. The CM shall ensure contractor employees understand that services performed outside the scope of the contract are performed wholly at the expense of the contractor.

1.4.10 Identification of Contractor Employees. All contractor personnel attending meetings, answering Government telephones and working in other situations where their contractor status is not obvious to third parties are required to identify themselves as such to avoid creating an impression that they are Government employees.

The contractor shall ensure that all documents or reports produced by contractor personnel are suitably marked as contractor products or that contractor participation is appropriately disclosed. The contractor’s status as a “contractor” shall be predominantly displayed in all correspondence types (to include signature blocks on email) and dealings with Government or non-Government entities. Contractor personnel shall wear identification badges distinguishing themselves as such. The badges shall have the company name, employee name and the word “contractor” displayed. The contractor shall retrieve all identification media (including vehicle passes)

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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 10 days of an employee’s departure or contract completion.

1.4.11 Combating Trafficking in Persons. The United States Government has adopted a zero tolerance policy regarding trafficking in persons. Contractors and contractor employees shall not engage in any forms of trafficking in persons during the period of performance of the contract; procure commercial sex acts during the period of performance of the contract; or use forced labor in the performance of the contract. The Contractor shall notify its employees of the United States Government’s zero tolerance policy, the actions that will be taken against employees for violations of this policy. 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 subcontractors that violate the US Government policy as described at FAR 22.17. Contractor shall complete the following online training within 10 calendar days after contract award: Course number is N-US189-HB; available at: http://jko.jten.mil/.

1.4.12 Reserved.

1.4.13 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 10 calendar days after contract completion. This right does not abrogate any other Government rights.

1.4.14 Organizational Conflicts of Interest (OCI). The contractor and subcontractor personnel performing services under this contract may receive, have access to, or participate in the development of proprietary or source selection information (e.g., cost or pricing information, budget information or analyses, specifications or work statements, etc.) or perform evaluation services, which may create 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.

1.4.15 Safety Plan. Provide a safety plan to the COR within 10 calendar days after contract award.

1.4.16 Reserved

1.4.17 Waste Management Plan. The Contractor shall submit a preliminary Waste Management Plan and a final Waste Management Plan. Disposal slips from landfills and/or recyclers must be submitted to the Base Environmental Management Office to report amounts of debris landfilled or recycled.

1.4.18 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 an HSP that includes worker health and safety practices for asbestos and lead work activities as applicable. The HSP must include valid certificates for each worker that will be involved in the demolition, CUI showing they have completed OSHA and PR-OSHA training requirements. The Contractor shall notify the KO and COR within 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 excavation 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.

1.4.19 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 any required permits. Typical processing time is 21 calendar days for the initial review/approval and, if necessary, 14 calendar days for resubmittal review/approval.

2.0 DEFINITIONS AND ACRONYMS

2.1 Definitions.

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

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

2.1.3 CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government designated by the KO to monitor contractor 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.

2.1.4 DEFECTIVE SERVICE. A service output that does not meet the standard of performance associated with the Performance Work Statement / Statement of Work.

2.1.5 DELIVERABLE. Anything that can be physically delivered and includes manufactured things such as meeting minutes, testing reports, and certifications.

2.1.6 KEY PERSONNEL. Contractor personnel that are evaluated in a source selection process and that may be required to be used in the performance of a contract.

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

2.1.8 QUALITY ASSURANCE. The government procedures to verify that services being performed by the Contractor are performed according to acceptable standards.

2.1.9 QUALITY ASSURANCE SURVEILLANCE PLAN (QASP). An organized written document specifying the surveillance methodology to be used for surveillance of contractor performance.

2.1.10 QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.11 SUBCONTRACTOR. One that enters into a contract with a prime contractor. The Government does not have privity of contract with the subcontractor.

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2.1.12 WORK DAY. The number of hours per day the Contractor provides services in accordance with the contract.

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

2.2 Acronyms.

AFARS: Army Federal Acquisition Regulation Supplement ANG: Air National Guard ANGB: Air National Guard Base AR: Army Regulation BCE: Base Civil Engineer CFR: Code of Federal Regulations CM: Contract Manager COMSEC: Communications Security CONUS: Continental United States COR: Contracting Officer Representative CUI: Controlled Unclassified Information DFARS: Defense Federal Acquisition Regulation Supplement DOD: Department of Defense EAL: Entry Access List FAR: Federal Acquisition Regulation FPCON: Force Protection Condition GFP/M/E/S: Government Furnished Property, Material, Equipment and Services HSP: Health and Safety Plan KO: Contracting Officer MHE: Material Handling Equipment NGB: National Guard Bureau NLT: Not Later Than OCI: Organizational Conflict of Interest OPSEC: Operations Security OSHA: Occupational Safety and Health Administration PII: Protection of Personally Identifiable Information PRS: Performance Requirements Summary QA: Quality Assurance QASP: Quality Assurance Surveillance Plan QC: Quality Control QCP: Quality Control Program SOW: Scope of Work / Statement of Work TE: Technical Exhibit UFC: Unified Facilities Criteria UFGS: Unified Facilities Guide Specifications WAWF: Wide Area Workflow

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

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

3.1 Property. Government will authorize the contractor to utilize a designated area for material storage and a temporary field office.

3.2 Materials. None.

3.3 Equipment. None.

3.4 Services. The Contractor will operate all existing base isolation water valves required to shut down and isolate the specific sections of the main water distribution lines for demolition and replacement activities in coordination with the COR. The contractor shall not operate any base-owned water distribution valves. Without prior coordination with CES.

3.5 Utilities. Water and electrical hookups will be made available at nearest designated nodes at no cost to the contractor for construction purposes, provided utility lines are metered or monitored as directed by the COR.

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 1.1. This includes, but is not limited to, the supply of three (3) brand-new resilient-seated gate valves, joint restraints, piping, gaskets, concrete for thrust blocks, excavation/dewatering equipment, compaction testing services, and surface restoration materials.

4.2 Bathrooms. The contractor shall provide portable bathrooms for their employees during the period of performance, accompanied by its scheduled maintenance.

5.0 REQUIREMENTS (WORK TO BE PERFORMED)

The contractor shall perform the following tasks:

5.1 Excavation & Utility Locates.

5.1.1 The Contractor is responsible for obtaining an approved Base Dig Permit (AF Form 103) from 156 CES office at least seven (7) calendar days prior to any ground disturbance.

5.1.2 The contractor shall verify the exact field location where the valves are to be installed prior to commencing excavation work.

5.1.3 The Contractor shall utilize secondary electromagnetic/ground-penetrating radar equipment to locate and mark all underground utilities in the vicinity of the three (3) valve replacement sites.

5.1.3 The Contractor shall excavate at three (3) distinct locations to a depth of approximately four (4) to six (7) feet to expose the existing main water distribution valves.

5.1.4 Excavated soil shall be segregated and stock-piled safely away from the trench lip, protecting it from stormwater runoff. Soil deemed contaminated or unsuitable for backfill must be hauled off-base and disposed of in accordance with environmental regulations.

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5.2 Trench Safety & Shoring.

5.2.1 The Contractor shall implement and maintain an excavation stabilization protection system in strict accordance with OSHA 29 CFR 1926 Subpart P.

5.2.2 Trench walls must be sloped, benched, or supported by certified aluminum hydraulic shoring/trench boxes to guarantee a safe workspace for technicians cutting and splicing utility mains.

5.2.3 Secure ladders must be placed in excavations extending deeper than 4 feet, requiring no more than 25 feet of lateral travel for workers.

5.3 Dewatering.

5.3.1 The Contractor shall furnish, install, and operate heavy-duty trash/sump pumps and suction hoses to keep the excavation pits dry and free of groundwater, surface runoff, or residual line water during cutting, removal, and installation processes.

5.3.2 Water pumped from excavations must be routed through sediment filtration bags (e.g., dirt bags) before being discharged into the base storm drainage system to prevent siltation and erosion.

5.3.3. Where water is encountered in the trench, the water shall be removed during valve removal and jointing operations. Trench water shall not be allowed to enter the pipe at any time.

5.4 Line Isolation & Outage Coordination.

5.4.1 The Contractor shall submit a formal Utility Outage Request to the COR at least three (3) calendar days prior to the desired water shut-off date to coordinate system shutdown.

5.4.2 The Contractor shall verify complete pressure drop and successful system isolation before performing any mechanical cuts on the water main.

5.5 Demolition & Valve Removal.

5.5.1 The Contractor shall cut and remove three (3) existing inoperable water distribution valves, including associated bolts, gaskets, and flange adapters. (See map for location)

5.5.2 Immediately upon cutting, the Contractor shall plug or cover the open main lines with heavy-duty plastic caps to prevent soil, muddy water, or environmental contaminants from entering the potable water distribution network.

5.5.3 All removed valves and piping components shall be disposed, and disposal manifests shall be provided.

5.6 Valve Installation.

5.6.1 The Contractor shall supply and install three (3) new commercial valves sized to match the existing (4” or 6”) water line diameters.

5.6.2 The new valves must be installed with mechanical joint connections utilizing heavy-duty ductile iron mechanical joint restraints, new high-grade rubber gaskets, and corrosion-resistant T-bolts/nuts.

5.6.3 The Contractor shall install cast-iron valve boxes centered plumb over the operating nut of each new valve, bringing the operating box cover flush with the final grade.

5.7 Thrust Restraints / Blocks.

5.7.1 The Contractor shall pour concrete thrust blocks (minimum 3,000 PSI, quick-setting concrete) behind the installed valves and associated fittings to prevent mechanical joint separation under operating pressure, in accordance with standards.

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5.7.2 Concrete must be kept clear of mechanical joint bolts and glands to allow for future maintenance.

5.8 Pressure / Hydrostatic Testing.

5.8.1 Prior to backfilling the valve joints, the Contractor shall perform a hydrostatic pressure test to ensure no leak or pressure drop is observed.

5.9 Disinfection & Flushing.

5.9.1 The Contractor shall disinfect the repaired potable water lines.

5.9.3 Following disinfection, the Contractor shall flush the lines thoroughly until chlorine levels return to normal base potable water levels.

5.9.4 The Contractor shall coordinate and draw water samples for bacteriological testing through a certified laboratory. Negative lab test results must be provided to Bioenvironmental Engineering and the COR for record documentation.

5.10 Backfill & Compaction.

5.10.1 Upon successful testing, the Contractor shall backfill the excavation. Granular pipe bedding must be hand-shoveled and hand-tamped around the pipe envelope up to 12 inches above the crown of the utility main.

5.10.2 The remaining trench depth shall be backfilled using clean, native or granular backfill material, placed and compacted in lifts not exceeding six (6) to eight (8) inches.

5.10.3 Each lift must be mechanically compacted to a minimum of 95% standard Proctor density. The Contractor shall hire a certified third-party testing agency to conduct in-situ nuclear density testing on backfilled lifts and submit the test reports to the COR.

5.11 Surface Restoration.

5.11.1 The Contractor shall restore all disturbed ground surfaces, paved area or concrete slab to match pre-existing conditions.

5.12 Site Cleanup. Upon completion of works the contractor shall remove all equipment, tools, barricades, and debris, leaving the area clean.

5.13 This statement of work does not supersede any Federal Acquisition Regulation stipulations that may appear in this contract.

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

5.14.1 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 contracting officer prior to use.

5.14.2 Hot Work: “Hot-work” operations, those involving welding, soldering, brazing, or torch heating (such as copper splicing or pipe sweating, if required) shall not commence before an AF Form 592 is completed and signed by the Fire Inspector. The contractor shall contact the Fire Department’s inspection section at least one work day 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.

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

5.16 The Contractor is subject to all citations and penalties for violation of applicable workplace safety laws. The burden of compliance rests with the Contractor.

5.17 The Contracting Officer may notify the Contractor of hazards in Contractor operations that endanger Government personnel or property and require appropriate abatement 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.

5.18 Accident prevention principles must be thoroughly integrated into all operations. Unsafe Conditions and practices, as identified by the Contracting Officer or designated representative, must be corrected immediately.

5.19 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 in accordance with all federal, state, 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 fees associated with the use of off-base disposal locations.

5.20 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 Contracting Officer’s satisfaction at the Contractor’s expense.

5.21 All work under this project shall meet applicable County, Territorial, Federal and Air National Guard construction codes, regulations and policies.

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

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

5.24 Comply with all Specifications applicable found and included by reference in the www.wbdg.org site. This will include all UFC and UFGS.

5.25 For additional information on drawings and specifications, and for entering the Site premises contact the Base Civil Engineer (BCE) office in Building 25, Muñiz ANG Base telephone (787) 253-5536, or fax (787) 253-5226 or 7415.

5.26 For additional contracting issues will be directed to the Contracting Officer in Building 29, Muñiz ANG Base at telephone (787) 253-5238 or 7438.

5.27 For additional Environmental information contact the Environmental Manager Office in Building 25, Muñiz ANG Base telephone (787) 253-5192, or fax (787) 253-5226 or 7415.

5.28 For additional Safety information contact the Safety Office in Building 22, Muñiz ANG Base telephone (787) 253-5275.

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5.29 For additional Bioenvironmental information contact the Bioenvironmental Office in Building 16, Muñiz ANG Base telephone (787) 253-5265.

5.30 For additional Fire information contact the Fire Department in Building 3, Muñiz ANG Base telephone (787) 253- 5222. Must request permit to use open-flame equipment or grinders.

5.31 For additional Security information contact the Base Defense Operation Center in Building 2, Muñiz ANG Base telephone (787) 253-5204.

5.32 Contractors must be registered (current) in the System for Award Management (SAM) internet program at:

http://www.sam.gov.

5.33 All invoices must be submitted using Wide Area Workflow (WAWF) internet program at: https://wawf.eb.mil.

5.34 Contractor will verify status of all invoices My Invoice link at: https://wawf.eb.mil.

5.35 Contractor Manpower Reporting Application (CMRA): The contractor shall completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs shall be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30.

5.36 Every day all refuse and remaining materials related to the work will be taken to a refuse container provided by the Contractor.

5.37 Only company cars with distinctive logos posted on passenger and driver doors will be authorized inside Base premises.

5.38 All personnel are required to show a valid, unexpired ID at the main entrance gate before entering the Base premises.

5.39 At the end of each working day, all areas will be cleared of equipment, tools, and materials.

5.40 Special precautions will be taken at no cost to the government to protect base property during the project execution.

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

6.0 SITE VISIT

6.1 All quantities and measurements herein are approximate. The Contractor is responsible for conducting a site visit for verification prior to proposal submission. If questions arise, a Request for Information (RFI) shall be submitted to the Contracting Officer and COR.

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7.0 APPLICABLE PUBLICATIONS

Publications applicable to this SOW are listed below:

Publication (Chapter/Page) Date of Publication Mandatory or

Advisory Website

Federal Acquisition Regulation FAR)

Latest Mandatory https://www.acquisition.gov

Defense Federal Acquisition Regulation

(DFARS)

Latest Mandatory http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html

UFC 3-230-01

Water Storage, Distribution, and Transmission

01 Nov 2018 (or latest) Mandatory https://www.wbdg.org/ffc/dod/ unified-facilities-criteria-ufc/ufc-3-230-01

OSHA 29 CFR

Part 1926 Subpart P Excavations

Latest Mandatory https://www.osha.gov

AWWA C509 /

C515 Latest Mandatory https://www.awwa.org

AWWA C651 Latest Mandatory https://www.awwa.org

AWWA C600 Latest Mandatory https://www.awwa.org

ANG ETL 01-1-

1 Air National Guard Engineering Technical Letters

Latest Mandatory https://www.wbdg.org

AR 190-13 Army Physical Security 25 Feb 2011 Mandatory http://www.apd.army.mil

AR 530-1

Operations Security

(OPSEC)

26 Sep 2014 Mandatory http://armypubs.army.mil https://www.acquisition.gov/ http://www.acq.osd.mil/dpap/dars/dfarspgi/ https://www.wbdg.org/ffc/dod/ https://www.osha.gov/ https://www.awwa.org/ https://www.awwa.org/ https://www.awwa.org/ https://www.wbdg.org/ http://www.apd.army.mil/ http://armypubs.army.mil/

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8.0 TECHNICAL EXHIBIT 1: PERFORMANCE REQUIREMENTS SUMMARY (PRS)

This PRS includes 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. Dig Permit & Utility Locates

Dig Permit (AF Form

103) obtained prior to excavation. Utility lines successfully located, marked, and protected with zero utility strikes.

100% compliance. Inspection of approved permit and on-site utility markings by COR.

2. Excavation & Safety Compliance

Excavations comply with OSHA 29 CFR 1926 Subpart P.

Proper shoring, trench boxes, or sloping utilized. Dry trench maintained via continuous dewatering.

No safety violations. 100% compliance.

Random daily safety inspections by Base Safety Officer / COR.

3. Valve & Fitting Installation

New resilient-seated gate valves installed plumb, utilizing mechanical joint restraints (e.g., Megalug) torqued to manufacturer specifications. Thrust blocks placed without covering fasteners.

100% compliance with standards and

SOW

specifications.

Visual and physical inspection prior to backfill by COR.

4. Hydrostatic Pressure Testing

Pressure maintained at 150 PSI (or 1.5x working pressure)

Zero leaks permitted.

Witnessing of hydrostatic test and signing of test logs by COR.

5. Disinfection & Chlorination

Potable water samples must yield safe/negative coliform bacteriological test results from a certified laboratory.

100% negative/clear bacteriological results.

Review of certified lab test reports by Bioenvironmental Engineering / COR.

6. Backfill Compaction

Subgrade backfilled in 6-to-8-inch layers and compacted to 95% standard Proctor density (ASTM D1557) with nuclear gauge testing.

95% of all compaction tests must meet or exceed standard.

Review of third-party certified testing agency reports by COR / BCE.

7. Surface Restoration Restore area to pre-existing condition

Smooth, flush and uniform finish;

100% matching.

Final visual walk-through inspection by COR /

BCE.

CUI

A. SUBMITTAL LIST

All submittals must be compiled, tracked, and submitted on AF Form 3000 (Material Approval Submittal) or equivalent as directed by the Contracting Officer.

Description Type QTY Due Remarks

1. Job Hazard analysis

AF Form 3000 1 NLT 7 days before

Notice to Proceed Review and acceptance by CE

2. Environmental Waste Management Plan

AF Form 3000 1 NLT 7 days before

NTP Review by Base Environmental Flight.

3. Utility Dig Permit Dig Permit 1 NLT 7 days before excavation Approved and signed by CE Ops section.

4. Valve & accessories product data

AF Form 3000 1 NLT 7 days after contract award Product specifications

5. Certified Bacteriological Lab Reports

Report 3 Prior to system re-activation Submit report for record documents

6. Soil Compaction / Density Test Reports

Report 3 Within 3 days of backfill completion Submit Report for review and acceptance.

8. Asphalt & Concrete Mix Designs

AF Form 3000 1 Prior to ordering restoration materials Verification of compliance with local specs.

9. Workmanship Warranty Certificate

Certificate 1 Prior to final invoice certification

Contractor letter of warranty covering 1-year of system performance.

B. DESIGN AND CONSTRUCTION STANDARDS AND REFERENCES

The Contractor shall execute all design-build and mechanical installation services in accordance with the most current editions of the following standards:

• ASTM D1557: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort

• ASTM D698: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort

• Unified Facilities Guide Specifications (UFGS): Division 33 (Utilities) - specifically Section 33 11 00 (Water

Utility Distribution Piping) available at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

• Unified Facilities Criteria (UFC): UFC 3-230-01 (Water Storage, Distribution, and Transmission)

• ANG ETL 01-1-1: Air National Guard Engineering Technical Letters (Design and Construction Standards)

• ICC - International Plumbing Code (IPC): Latest adopted military edition.

• NFPA 24: Standard for the Installation of Private Fire Service Mains and Their Appurtenances.

CUI

C. INVOICE REQUIREMENTS

• Electronic pictures of work: "Before", "During" (showing trench shoring, MJ restraints, thrust block pour, and pressure gauge test), and "After" (site restored flush and clean) photographs.

• Schedule / Breakdown of Values: Itemized breakdown of labor, materials, excavation, testing, and restoration for payment milestone tracking.

D. CLOSEOUT DOCUMENTATION

• Contractor workmanship letter of warranty up to one year from system acceptance.

• Material recycling or landfill proof of disposition documents (manifests).

• Subgrade soil compaction certified nuclear gauge density reports.

• Certified safe bacteriological drinking water laboratory reports.

• Completed DD Form 1354 (Transfer and Acceptance of Military Real Property) for the new main valves.