Statement of Work.pdf

Ver. May 2018

STATEMENT OF WORK (SoW)

FOR

Fort Allen Training Center (FATC) Elevated Water Tank Repair and Maintenance

1.0 General:

1.1 Scope: The contractor shall provide all personnel, equipment, tools, materials, supervision, and quality control necessary, except as specified in Paragraph 3.0 as Government Furnished, to perform the Fort Allen Training Center (FATC) Elevated Water Tank Repair and Maintenance as defined in this Statement of Work (SoW).

1.2 Background: The Puerto Rico Army National Guard (PRARNG) Fort Allen Training Center (FATC) requires Repair and Maintenance to the main Elevated Water Tank.

FATC is a strategic location for the Puerto Rico Army National Guard and U.S. Army Reserve in southern Puerto Rico. Its mission is educational in scope and that of providing support to the Puerto Rico Army National Guard, Youth Challenge Academy and Army Reserve units. The purpose of this service is to repair and keep the elevated water tank operating up to standards as specified in this SoW, capable of providing continuous potable water to all tenants of Fort Allen Training Center.

1.3 Period of Performance (PoP): The Period of Performance shall be 180 calendar days (6 months).

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 non-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 (PRS). 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’s) acceptance in writing of any proposed changes to its QCP.

1.4.2 Quality Assurance (QA): The Government will 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 will 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) or defect rate(s).

https://en.wikipedia.org/wiki/Puerto_Rico_Army_National_Guard

1.4.3 Recognized Holidays: The following are recognized United States (US) holidays.

The contractor shall not perform services on these days:

1.4.3.1 New Year’s Day: January 1st

1.4.3.2 Three Kings Day/Epiphany: January 6th

1.4.3.3 Martin Luther King, Jr.’s Birthday

1.4.3.4 President’s Day

1.4.3.5 Memorial Day

1.4.3.6 Good Friday

1.4.3.6 Independence Day: July 4th, observed July 3rd.

1.4.3.7 Labor Day

1.4.3.8 Columbus Day

1.4.3.9 Veteran’s Day: November 11th

1.4.3.10 Thanksgiving Day

1.4.3.11 Christmas Eve: December 24th

1.4.3.11 Christmas Day: December 25th

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 Fort Allen Training Center, Juana Diaz, PR at the location specified in paragraph 5. The contractor shall at all times maintain an adequate work force for the uninterrupted performance of all tasks defined within this SoW when the Government facility/installation is not closed for the above reasons. When hiring personnel, the contractor shall keep in mind that the stability and continuity of the work force are essential.

1.4.4 Reserved

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 carry proper identification with them at all times, and shall be subject to such checks as may be deemed necessary. The contractor shall ensure compliance with all regulations and orders of the installation which may affect performance. The Government reserves the right to direct the removal of an employee for misconduct, security reasons, or any overt evidence of communicable disease. Removal of contractor employees for reasons stated above does not relieve the contractor from responsibility for total performance of this contract.

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 COR. The contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by Department of Defense (DoD), Headquarters Department of Army (HQDA) and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

1.4.5.1 Reserved

1.4.5.2 Reserved

1.4.5.3 Communications Security/Information Technology (COMSEC/IT) Security. All communications with DoD organizations are subject to COMSEC review. All telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DoD organizations. Therefore, the contractor is advised that any time contractor personnel place or receive a call they are subject to COMSEC procedures. The contractor shall ensure wide and frequent dissemination of the above information to all employees dealing with DoD information. The contractor shall abide by all Government regulations concerning the authorized use of the Government's computer network, including the restriction against using the network to recruit Government personnel or advertise job openings.

1.4.5.4 Reserved

1.4.5.4.1 Reserved

1.4.5.4.2 Reserved

1.4.5.4.3 Reserved

1.4.5.4.4 Reserved

1.4.5.4.5 Reserved

1.4.5.5 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 who’s PII has been compromised.

1.4.5.6 Access and general 1 Awareness Training (AT): All contractor employees, including subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete Level 1 AT within 10 calendar days after contract start date and within 10 calendar days of new employees commencing performance. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee to the COR within 10 calendar days after completion of training. Level 1 AT is available at https://jko.jten.mil/courses/atl1/launch.html.

1.4.5.7 Reserved

1.4.5.8 Reserved

1.4.5.9 iWATCH Training: The contractor and all associated subcontractors with an area of performance within an Army-controlled installation, facilities or area shall brief all employees on the local iWATCH program. This local developed training shall be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR or the KO. This training shall be completed within 10 calendar days of contract award and within 10 calendar days of new employees commencing performance. The contractor shall report completion for each contractor employee and subcontractor employee to the COR within 10 calendar days after completion of training.

1.4.5.10 OPSEC Training: In accordance with AR 530-1, Operations Security, new contractor employees shall complete Level I OPSEC training within 10 calendar days of their reporting for duty and annually thereafter. The contractor shall submit certificates of completion for each contractor employee to the COR within 10 calendar days after completion of training. Level 1 OPSEC training is available at https://securityawareness.usalearning.gov/opsec/story_html5.html.

1.4.5.11 Reserved

1.4.5.12 Reserved

1.4.5.13 Reserved

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 Reserved

1.4.7 Special Qualifications: The contractor shall ensure all employees possess all required licenses for operating heavy equipment, Material Handling Equipment (MHE), welding licenses, technical certifications (i.e. electricians), used in the performance of this contract. This does not include education or other qualifications for the position in which the contractor employee is performing, dress codes, or other information. The Government does not provide training to contractor. Contractor 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 FAR Subpart 42.5. The KO, COR and other Government personnel, as appropriate, may meet periodically with the contractor to review the contactor’s performance. At these meetings, the KO will apprise the contractor of how the Government views the contractor’s performance and the contractor shall apprise the Government of problems, if any, being experienced. The contractor shall resolve outstanding issues raised by the Government. Contractor attendance at these meetings shall be at no additional cost to the Government.

1.4.9 Contract Manager (CM): The contactor shall designate a CM who shall ensure performance under this contract. The name of this person, and an alternate who shall act for the contractor when the CM is absent, shall be designated in writing to the KO.

The CM or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The CM shall work through the COR, to resolve issues, receive technical instructions, and ensure adequate performance of services. The CM shall ensure that contractor employees do not perform any services outside the scope of the contract without an official modification issued by the KO. The CM shall ensure contractor employees understand that services performed outside the scope of the contract are performed wholly at the expense of the contractor.

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 e-mail) and dealings with Government or non-Government entities. Contractor personnel shall wear identification badges distinguishing themselves as such. The badges shall have the company name, employee name and the word “contractor” displayed. The contractor shall retrieve all identification media (including vehicle passes) from its employees who depart employment for any reason. The contractor shall return all identification media (i.e., badges and vehicles pass) to the KO/COR within 10 days of an employee’s departure.

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 severe forms of trafficking in persons during the period of performance of the contract; procure commercial sex acts during the period of performance of the contract; or use forced labor in the performance of the contract. The contractor shall notify its employees of the United States Government’s zero tolerance policy, the actions that will be taken against employees for violations of this policy. The contractor shall take appropriate action, up to and including termination, against employees or subcontractors that violate the US Government policy as described at FAR 22.17. 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/materials produced under this contract. All documents and materials, to include the source codes of any software, produced under this contract shall be Government owned and are the property of the Government with all rights and privileges of ownership/copyright belonging exclusively to the Government. These documents and materials may not be used or sold by the contractor without written permission from the KO. All materials supplied to the Government shall be the sole property of the Government and may not be used for any other purpose. This right does not abrogate any other Government rights. Provide the original documents/materials produced under this contract to the COR 10 days after contract completion.

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 a current or subsequent OCIs, as defined in FAR Subpart 9.5. The contractor shall notify the KO immediately whenever it becomes aware that such access or participation may result in any actual or potential OCI and shall promptly submit a plan to the KO to avoid or mitigate any such OCI. The contractor’s mitigation plan will be determined to be acceptable solely at the discretion of the KO. In the event the KO unilaterally determines that any such OCI cannot be satisfactorily avoided or mitigated, the KO may impose other remedies as he or she deems necessary, including prohibiting the contractor from participation in subsequent contracted requirements which may be affected by the OCI.

1.4.15 Reserved

2.0 Definitions and Acronyms:

2.1 Definitions:

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

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 Representative (COR): An employee of the U.S. Government designated by the KO to monitor contractor performance. Such appointment will be in writing and will state the scope of authority and limitations. This individual has authority to provide technical direction to the contractor as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications.

This individual does NOT have authority to change the terms and conditions of the contract.

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

2.1.5 Deliverable: Anything that can be physically delivered and includes non-manufactured things such as meeting minutes or reports.

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 by the PWS. When key personnel are used as an evaluation factor in best value procurement, an offer can be rejected if it does not have a firm commitment from the persons that are listed in the proposal.

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 ensure 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.

2.2 Acronyms:

AR Army Regulation AWWA American Water Works Association ATCTS Army Training Certification Tracking System AUP Acceptable Use Policy BBP Better Business Practice CDM Concept Development Meeting CCIRs Commander’s Critical Information Requirements CCE Contracting Center of Excellence CFR Code of Federal Regulations CM Contract Manager CNGB Chief National Guard Bureau COMSEC Communications Security CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative COTR Contracting Officer's Technical Representative COTS Commercial-Off-the-Shelf CUI Controlled Unclassified Information DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List DFARS Defense Federal Acquisition Regulation Supplement DMDC Defense Manpower Data Center DOD Department of Defense FAR Federal Acquisition Regulation FEMA Federal Emergency Management Agency FPCON Force Protection Condition FPM Final Planning Meeting FTE Full Time Equivalent HIPAA Health Insurance Portability and Accountability Act of 1996 HQDA Headquarter Department of Army IA Information Assurance IPM Initial Planning Meeting IT Information Technology JFHQ Joint Forces Headquarters JOC Joint Operations Center JTR Joint Travel Regulation JTF Joint Task Force KO Contracting Officer LNO Liaison Officer MHE Material Handling Equipment MOA Memorandum of Agreement

MPM Mid-Planning Meeting MSR Monthly Status Report NACI National Agency Check Inquires NGB National Guard Bureau NLT Not Later Than OCI Organizational Conflict of Interest OCONUS Outside Continental United States ODC Other Direct Costs OPSEC Operations Security PCO Procuring Contracting Officer PII Protection of Personally Identifiable Information PIPO Phase In/Phase Out POC Point of Contact PRS Performance Requirements Summary PWS Performance Work Statement QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program SME Subject Matter Experts TAR Travel Authorization Request TE Technical Exhibit WWAF-RA Wide Area Workflow-Receipt and Acceptance

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: None.

3.2 Materials: None.

3.3 Equipment: None.

3.4 Services: None.

3.5 Utilities: All utilities in the adjacent facility will be available for the contactor’s use in the performance of this contract. The contractor shall instruct employees in utilities conservation practices. The contractor shall operate under conditions that preclude the waste of utilities, which include turning off the water faucets or valves after using the required amount.

4.0 Contractor Furnished Property, Materials, and Equipment (CFP/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.

4.2 Secret Facility Clearance: None

5.0 Requirements:

5.1 Repair and Maintenance: Contractor shall provide non-personal services for the blasting, repairs and epoxy coat of the water tower bowl in Fort Allen in Juana Diaz.

5.1.1 Blasting:

5.1.1.1 Steel Structure Painting Council (SSPC) “Surface Preparation Specifications” must be followed.

5.1.1.2 All interior steel surfaces shall be prepared in the shop in accordance with SSPCSP10 "Near White Blast Cleaning". Steel shall be thoroughly cleaned of rust, mill scale, dirt and all other foreign substances.

5.1.1.3 Blast cleaning until at least 95% of each square inch is free of all visible rust, mill scale, paint and foreign matter.

5.1.1.4 Consult local abrasive suppliers for specific technical data:

1 Mil Profile:

30/60 Mesh Silica Sand G-80 Steel Grit S-110 Steel Shot 80 Mesh Garnet 100 Aluminum Oxide Clemtex #4 Black Beauty 3060

5.1.1.5 The contractor will submit his methodology and will ensure the safety and health of the employees and water quality.

5.1.1.6 After the blasting is completed the bowl will be cleaned using a vacuum and power washer. After any and all surface preparation, shop and field, all surfaces shall be thoroughly washed and completely cleaned of any residue or dust before applying sealer or primer, shop or field coatings.

5.1.1.7 Sand Blast debris will be deposited in a dumpster provided and disposed by the contractor. Contractor shall dispose of all sand blast debris and for any dust, debris and/or paint droplets within the work area. Dispose of all in compliance with all current

Local, State, and Federal regulations. Provide all manifestos as evidence. Contractor shall be responsible for any dust, debris and/or paint droplets which leave PRARNG’s property and/or cause damage to neighboring property. Insufficient containment of abrasive debris and/or generation of nuisance dust beyond PRARNG’s property limits is just cause for shut-down of the job until proper protective measures are in place and violations have been remedied.

5.1.1.8 Abrasives used for blast cleaning shall be those mentioned in the specifications of the SSPC. Particular attention shall be given to the maximum particle size requirements. Abrasives must be selected to provide the recommended surface profile and degree of cleanliness required

5.1.2 Repairs:

5.1.2.1 All areas of seam deterioration, weld undercut and pitting deeper than 1/8” shall be repair. Repair shall be done by arc-gouging and welding. All welding shall be done in accordance with AWWA D100 Standard for Welded Steel Tanks for Water Storage.

5.1.2.2 Contractor shall conduct field measurement of the surface profile of blasted cleaned steel in accordance with ASTM D4417.

5.1.2.3 Shop primed surfaces shall be certified and inspected in the field by the COR.

5.1.2.4 The Allowance for repairs conditions will be using specifying:

a. Materials

b. Manpower

c. The cost of insurance, overhead, profit and any other general conditions will be included on the base bid.

d. The allowance will be use by owner as a force account.

5.1.3 Epoxy Coating:

5.1.3.1 After cleaning, rough weld areas, areas where sealing is required or depressions where paint will not properly fill voids, these areas shall be sealed with an epoxy seam sealer recommended by the respective paint manufacturer as listed below.

The seam sealer shall be applied to designated locations after the prime coat and prior to the intermediate coat.

5.1.3.2 Coatings shall comply with ANSI/NSF Standard 61. The approval of interior coatings and sealers shall be based on written certification of compliance.

Manufacturer’s published data shall be submitted concerning transportation, storage, mixing, thinning, pot life, application, curing etc.

5.1.3.3 The contractor shall consult American Water Works Association (AWWA) D102-17 Coating Steel Water-Storage Tanks and AWWA M42 Steel Storage Water Tanks as applicable for interior coatings, and AWWA 102, D103, and AWWA 27 Chapter titled Corrosion Control of Water Storage Tanks and AWWA M42. Interior protective coating systems shall comply with NSF 61 and local public health and environmental agencies.

5.1.3.4 A submittal must be prepared by the contractor and approved by owner.

5.1.3.5 The roof vent, safety climbing devices, and any other non-painted items shall be removed prior to cleaning and painting.

5.1.3.6 The contractor shall comply with specifications below

5.1.3.7 All coatings and thinners must be supplied by one manufacturer, including shop coating. All paint must be new and purchased for each project. The contractor shall provide the product and safety data sheets and specifications for the coating material PRIOR to purchase and demonstrate their compliance with AWWA/NSF61.

5.1.3.8 INTERIOR WET AREAS: Interior wet surfaces are any surfaces exposed to stored water or its vapor. Interior wet areas shall be coated with a three-coat high-build zinc-epoxy-epoxy system, NSF Standard 61 approved for use in potable water. The minimum dry film thickness of the interior coating system shall be 10.5 Mils.

Manufacturers’ recommended curing times and recoat windows between each coat must be strictly adhered to.

5.1.3.8.1 The contractor shall apply a three-coat high-build zinc-epoxy-epoxy system type product.

1. (full) Primer Coat – use a two-component, moisture-cured, zinc-rich primer suitable for the interior and exterior of steel potable water tanks. All designated pits shall be filled with product of the same line or highly similar as the primer to ensure compatibility.

Follow Tnemec recommendations for application methods/procedures. Payment for this item shall be based on unit pricing provided by the Contractor in the bid.

2. Stripe Coat – All vertical/horizontal seams, ceiling overlapping plate edge, ceiling support beams, support columns, ceiling to shall joint, nuts, bolts, ladders, pits, and all other irregular surfaces shall receive one (1) protective coating (Beige color) applied to a dry film thickness of 2.0 – 3.0 Mils DFT. Application shall be spray and back brush and/or rolled. Applied coating shall not be recoated until minimum recoating time has been satisfied as per manufacturer’s recommendations.

3. (full) Intermediate Coat – beige color polyamidoamine epoxy applied at 4.0 – 6.0 Mils DFT.

4. (full) Finish Coat – white color polyamidoamine epoxy applied (Tank White) applied at 4.0 – 6 .0 Mils DFT.

Total DFT = 10.5 – 15.5 Mils

5.1.3.8.2 Three-coat high-build zinc-epoxy-epoxy system.

1. (full) Primer Coat – Corothane I Galvapac Two-Pack Zinc-rich Primer B65 Series applied at 2.5 – 3.5 Mils DFT. Pit Filler – All designated pits shall be filled with Sherwin Williams Steel Seam FT-910. Follow Sherwin-Williams’s recommendations for application methods/procedures. Payment for this item shall be based on unit pricing provided by the Contractor in the bid.

2. Stripe Coat – All vertical/horizontal seams, ceiling overlapping plate edge, ceiling support beams, support columns, ceiling to shall joint, nuts, Standard Specifications bolts, ladders, pits, and all other irregular surfaces shall receive one (1) coat of high solids, high build, fast drying, polyamide epoxy classified by UL to ANSI/NSF 61 as a tank lining for potable (Light Blue/Mill White) applied to a dry film thickness of 2.0 – 3.0 Mils DFT. Application shall be spray and back brush and/or rolled. Applied coating shall not be recoated until minimum recoating time has been satisfied as per manufacturer’s recommendations.

3. (full) Intermediate Coat – similar to high solids, high build, fast drying, polyamide epoxy classified by UL to ANSI/NSF 61 as a tank lining for potable (Light Blue/Mill White) applied at of 4.0 – 6.0 Mils DFT.

4. (full) Finish Coat – similar to high solids, high build, fast drying, polyamide epoxy classified by UL to ANSI/NSF 61 as a tank lining for potable (Mill White) applied to a dry film thickness of 4.0 – 6.0 Mils DFT.

Total DFT = 10.5 – 15.5 Mils

5.1.4 Additional Conditions:

5.1.4.1 Failure of the shop primer to meet manufacturer’s requirements shall be sufficient cause for removal of the shop primer, re-cleaning and application of a field prime coat at no additional expense to PRARNG. Recoat windows shall be adhered to and/or proper procedures followed if maximum recoat time frames are exceeded.

5.1.4.2 Primer used on internal surfaces, shall be tested and certified for potable water contact in accordance with NSF Standard 61. Priming shall occur before the formation of rust and after observation of the surface by the AW Project Manager.

5.1.4.3 All equipment, (compressor, sand pots and paint pumps, etc.) shall be in good operating condition and of sufficient capacity to provide satisfactory results for cleaning and painting.

5.1.4.4 Spray equipment and tip size shall be used as recommended in the paint manufacturer's instructions.

5.1.4.5 Disinfection and chlorination of the tank will be performed in accordance with Department of Health Storage Tank Disinfection policies. The Contractor shall be responsible for tank disinfection upon completion of repair/rehabilitation work. An approved laboratory will be in charge of the certification.

5.1.4.6 All warranties should be in accordance to manufacturer’s specifications.

Contractor will provide a limited warranty of 5 years. The limitation of this warranty would not include improper applications or repairs.

5.1.4.7 Contractor shall provide and install a construction site sign prior to blasting/painting of water storage tanks. Signage shall meet the following standards:

a. Sign size: 4’ x 8’.

b. Single sided face.

c. Graphics will be provided.

5.1.4.8 Any crane truck or lifting equipment used for the installation works shall be inspected and certified as required by applicable regulations. Contractor shall ensure full compliance with OSHA (CFR 1926) regulations as applicable, as well as any other applicable regulation and Federal or State law. Any imposed penalty by Federal o Agencies as a result of failure to comply with applicable regulations will be paid by the Contractor with no charges to the Government. Contractor shall name a Safety Supervisor with at least an OSHA 40-hour training certification. Mobilization to the site will be conditioned to the Safety and Health Plan submittal. Contractor shall protect all existing property from damages. Any damaged property and/or utilities shall be restored to its original condition or replaced by the Contractor. All material and equipment shall be supply and installed according to ANSI, NEMA, UL, and ASTM.

5.1.4.9 Anniversary Inspections

5.1.4.9.1 Contractor shall inspect the interior surfaces and exterior surfaces of the tank within one year after coating work has been completed to determine whether any repair work is necessary.

5.1.4.10 It shall be the Contractor’s responsibility to contact COR and arrange a suitable date for inspection work.

5.1.4.11 The method of inspection shall be specified and agreed with KO/COR.

Contractor shall confirm the date of inspection and notify COR 30 days in advance.

5.1.4.12 Contractor shall provide COR/KO with an inspection report covering the anniversary inspections, stating the number and type of failures observed, if any, the percentage of the surface area where failure has occurred, the names of the persons responsible for making the inspection, and the type and location of coatings repairs shall be prepared. Color photographs illustrating each type of failure shall be included in the report.

5.1.4.13 Any location where layers of coating have been peeled off, bubbled, cracked, and location where rusting is evident, shall be considered to be a failure of the coating system. Rust stains emanating from inaccessible areas, such as unwelded roof plate lap joints, and areas where roof plates cross supporting members will be considered acceptable as the rust does not affect the integrity of the coating surface.

5.1.4.14 Contractor shall repair points where failures are observed by removing the deteriorated coating, cleaning the surface, and recoating with the same coating system.

Manufacturer’s cure time requirement for coating repair shall be observed.

5.1.4.15 This procedure will be repeated for all the additional years during contractor’s limited warranty.

5.2 Contractor Manpower Reporting Application (CMRA):

5.2.1 The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Puerto Rico National Guard via a secure data collection site.

5.2.2 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. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2020. Contractors may direct questions to the help desk at http://www.ecmra.mil.

6.0 Applicable Publications: Publications applicable to this PWS are listed below:

Publication (Chapter/Page)

Date of Publication

Mandatory or Advisory

Website

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

Defense Federal Acquisition Regulation Supplement http://www.acq.osd.mil/dpap/dars/dfarspgi/current/i ndex.html or http://farsite.hill.af.mil/

DoDM 1000.13-M-V1 DoD Identification (ID) Cards (Enclosure 2, paragraph 3.b)

01/23/2014 http://www.esd.whs.mil/Directives/issuances/dodm/

Federal Information Processing Standards (FIPS) Publication 201-2 Personal Identity Verification (PIV) of Federal Employees and contractors

(paragraph 9)

August 2013 http://nvlpubs.nist.gov/nistpubs/FIPS/NIST.FIPS.20 1-2.pdf

Army Directive 2014-05 Policy and Implementation

Procedures for Common Access Card Credentialing and Installation Access

03/07/2014 http://www.apd.army.mil/ProductMaps/PubForm/Ar myDir.aspx http://www.ecmra.mil/ http://www.ecmra.mil/ https://www.acquisition.gov/?q=browsefar http://farsite.hill.af.mil/ http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html http://www.acq.osd.mil/dpap/dars/dfarspgi/current/index.html http://farsite.hill.af.mil/ http://www.esd.whs.mil/Directives/issuances/dodm/ http://nvlpubs.nist.gov/nistpubs/FIPS/NIST.FIPS.201-2.pdf http://nvlpubs.nist.gov/nistpubs/FIPS/NIST.FIPS.201-2.pdf http://www.apd.army.mil/ProductMaps/PubForm/ArmyDir.aspx http://www.apd.army.mil/ProductMaps/PubForm/ArmyDir.aspx for Uncleared contractors

AR 190-13

The Army Physical Security Program

02/25/2011 http://www.apd.army.mil/ProductMaps/PubForm/A R.aspx

Homeland Security Presidential Directive (HSPD)-12

Policy for a Common Identification Standard for Federal Employees and contractors

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

DoDD 5400.11 Department of Defense Privacy

Program

10/29/2014 http://www.dtic.mil/whs/directives/corres/dir.html#

DoD 5400.11-R Department of Defense Privacy

Program

05/14/2007 http://www.dtic.mil/whs/directives/corres/pub1.html

DoDD 8140.01 Cyberspace Workforce Management

08/11/2015 OK http://www.dtic.mil/whs/directives/corres/dir.html

DoD 8570.01-M Information Assurance Workforce

Improvement Program

12/19/2005 (Change 4:

11/10/2015)

OK http://www.dtic.mil/whs/directives/corres/pub1.html

AR 25-2

Information Assurance

10/24/2007 OK http://armypubs.army.mil/ProductMaps/PubForm/A R.aspx

AR 530-1

Operations Security

09/26/2014 OK http://armypubs.army.mil/ProductMaps/PubForm/A R.aspx

DoD 5220.22-M National Industrial Security Program

Operating Manual

02/28/2006 (Change 2:

05/18/2016)

OK http://www.dtic.mil/whs/directives/corres/pub1.html

Unified Facilities Criteria http://www.wbdg.org/ccb/browse_cat.php?o=29&c =4

AWWA D102-17 Coating Steel Water Storage Tanks

2017 OK

AWWA M42 Steel Water Storage Tanks

2013 OK

6.1 Applicable Forms: Forms applicable to the PWS are listed below:

Form Date Website

DD Form 369 Police Record Check Mar 2017 Provided by COR

Submittal Register Provided by COR

Transmittal of Shop Drawings, Equipment Data, Material Samples, or

Manuf. Of Certif. Compliance ENG 4025-R

OSHA Form 300 or Certification of Incidents

Provided by COR http://www.apd.army.mil/ProductMaps/PubForm/AR.aspx http://www.apd.army.mil/ProductMaps/PubForm/AR.aspx https://www.dhs.gov/homeland-security-presidential-directive-12 https://www.dhs.gov/homeland-security-presidential-directive-12 http://www.dtic.mil/whs/directives/corres/dir.html http://www.dtic.mil/whs/directives/corres/pub1.html http://www.dtic.mil/whs/directives/corres/dir.html http://www.dtic.mil/whs/directives/corres/pub1.html http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx http://armypubs.army.mil/ProductMaps/PubForm/AR.aspx 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.wbdg.org/ccb/browse_cat.php?o=29&c=4 http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

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 Objective

Performance Standard Acceptable Quality Levels

(AQL)

Surveillance Method / By Whom

5.1.1 Blasting a. Follow the SSPC “Surface

Preparation Specifications”.

b. Adequacy of Materials

c. Blast clean until 95% is free of all visible rust, mill scale, paint and foreign matter

d. Bowl cleaning (vacuum and power washer)

e. Dispose of all equipment in compliance with all current Local, State, and Federal regulations. Provide all manifestos f.

95% or exceeds the standards

Periodic Inspection/

COR

5.1.2 Repairs a. Adequacy of Materials

b. Repair of deterioration, weld undercut and pitting deeper than 1/8”.

c. Utilization of arc-gouging and welding

d. Welding in accordance with

AWWA D100

e. Field measurement of the surface profile of blasted cleaned steel in accordance with ASTM D4417

f. Shop primed surfaces

Meets or exceeds the standards

Periodic Inspection/

COR

5.1.3 Epoxy

Coating

a. Adequacy of Materials

b. Use of Specified Materials

c. Cleaning of areas and areas sealed with an epoxy seam sealer.

d. Coatings comply with ANSI/NSF Standard 61

Meets or exceeds the standards

Periodic Inspection/

COR

e. Submission of Manufacturer’s published data

f. Coat of interior wet areas

5.1.4 Additional

Conditions

a. Compliance with construction site sign

b. Test and certified the primer on internal surfaces and potable water contact in accordance with NSF Standard 61

c. Water tank disinfection (Department of Health Storage Tank Disinfection)

d. Adequacy of Warranty

Meets or exceeds the standards

Periodic Inspection/

COR

5.1.5 Anniversary

Inspections

a. Adequacy of Methodology

b. Clarity of images and

Qualifications of personnel.

c. Comparison report to monitor quality and developing conditions.

d. Warranty verification.

Meets or exceeds the standards

Periodic Inspection/

COR

1.4.1 Quality

Control

a. Quality of Workmanship

b. Adequacy of the QASP

c. Implementation of the QASP

d. Quality of QC Documentation

e. Storage of Materials

f. Adequacy of Materials

g. Adequacy of Submittals

h. Adequacy of Testing

i. Adequacy of As-Built

j. Use of Specified Materials

k. Identification/Correction of deficiency works in a timely manner

Meets or exceeds the standards of quality states in the plans and specifications

Installation Preconference.

Periodic Inspection/

COR

1.4.9 1.4.9 Contract Manager

(CM):

(Effectiveness of Management)

a. Cooperation and Responsiveness

b. Management Resources & Personnel

c. Coordination

d. Adequacy of Site Clean-up

e. Effectiveness of Job Site Supervision

f. Compliance with Laws and Regulations

g. Professional Conduct

Coordinate progress meetings and inform Weekly, on Project progress

Periodic Inspection/ COR

1.3 Timely

Performance

a. Adequacy of Initial Progress Schedule

b. Adherence of Approved Schedule

c. Submission of Required

90% Work Schedule on time

Periodic

Inspection / COR

Documentation

d. Completion of Punch List Items

e. Submission of Updated and Revised Progress Schedules

TECHNICAL EXHIBIT 2

Deliverables Schedule

PWS Reference / Deliverable Title

Frequency Number of Copies

Medium/Format Submit To

1.4.1 Quality

Control (QC)

Provide NLT 10 days after contract award.

1 Electronic Submission

COR

1.4.5.6 AT Level 1

Awareness Training

Certificates

Provide within 10 calendar days after employee completes training.

1 Electronic Submission

COR

1.4.5.9 iWatch Training Certificates

Provide within 10 calendar days after employee completes training.

1 Electronic Submission

1.4.5.10 OPSEC

Training Certificates Provide within 10 calendar days after employee completes training.

1 Electronic Submission

COR

1.4.10 Identification

of contractor Employees

Provide within 10 days after contract completion or employee’s departure.

1 Hard Copy COR

1.4.11. Combating

Trafficking in

Persons Certificate

Provide within 10 calendar days after contract award.

1 Electronic Submission

COR

1.4.13 Data Rights Provide the original

documents/materials produced under this contract to the COR 10 days after contract completion.

1 Electronic Submission

COR

Work Schedule Work Schedule shall be turned-in within 15 days from the date of the preconstruction meeting in projects exceeding 30 days of duration.

1 Electronic

Safety Plan The Safety Plan shall be turned in within 10 days of contract start date. The plan must assess inherent risks associated with the type of labor to be executed, risk reduction controls, medical evacuation plan and courses of action in the event of accidents related to the construction activities.

1 Electronic Submission

COR

OSHA (40 hour) Training Certificate

Provide a copy of the certificate within 5 days of contract start day.

1 Electronic

Technical Exhibit #3

1- Figure 1-1 FORT ALLEN LOCATION MAP – ORTHOPHOTO 2015, NTS

Figure 1-1 Juana Diaz and FORT ALLEN LOCATION MAP – ORTHOPHOTO 2015

5.1 Repair and Maintenance: Contractor shall provide non-personal services for the blasting, repairs and epoxy coat of the water tower bowl in Fort Allen in Juana Diaz.