SOW 19-0088 Locker room renovation 16 Jun 2020.pdf

TARC#1 Men & Women’s Locker room renovation

1. GENERAL INFORMATION

1.1. BACKGROUND

1.1.1. NGB plans to renovate the locker rooms at the Temple Arlington Readiness Center -1 building. The locker rooms were last renovated in 1995 and the applicable drawings from the original work have been included in the package.

1.2. GENERAL WORK DESCRIPTION

1.2.1. The project will involve new floor tiles, drywall work, wall tiles, solid surface walls, new toilet and shower partitions, toilet accessories, electrical lighting fixtures, plumbing fixtures, ceiling work, replacement of supply and return grills etc.

1.2.2. Work shall be performed during non-business hours of 6pm-4am. Contractor shall ensure that spaces surrounding the project area are free of debris at all times. Contractor shall also ensure that all construction areas are safely cordoned off.

1.2.3. Contractor shall furnish all labor, materials, tools, equipment, and supervision required to perform all work in strict accordance with the specification in the accomplishment of work described in Section 2 below.

1.3. PERIOD OF PERFORMANCE

1.3.1. CONTRACTOR shall have a maximum of 180 calendar days from the initial Notice to Proceed (NTP) to complete the project including any submittals and construction. Any changes or extensions to this time period need prior approval from the Contracting Officer

(KO).

1.3.2. CONTRACTOR shall have access to the site from 6:00pm - 4:00 am Monday - Friday.

CONTRACTOR will not have access to the site on Government Holidays or weekends unless approved by the COR prior.

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. After acceptance of the QCP, the contractor shall obtain the Contracting Officer’s (KO) acceptance in writing of any proposed changes to its QCP. The contractor shall supply appropriate supervision and QA/QC for each task of the project to ensure the workmanship and product reflect the SOW and drawings. This project is commercial grade and only commercial type equipment and fixtures shall be accepted. Contractor shall identify an individual within his organization at the site of the work who shall be responsible for overall management of the QCP and have authority to act in all QC matters for the Contractor. This individual shall be on site at all times during construction and shall have at least three (3) years of construction experience on similar types of work.

1.4.2. Separate payment will not be made for providing and maintaining an effective QC program, and all costs associated therewith shall be included in the applicable unit prices or lump-sum prices.

1.4.3. Daily checks shall be performed to assure continuing compliance with contract requirements, including control testing, until completion of the particular feature of work. The checks shall be made a matter of record in the QC documentation and shall document specific results of inspections for all features of work for the day or shift. Final follow-up checks shall be conducted and all deficiencies corrected prior to the start of additional features of work that will be affected by the deficient work. The Contractor shall not build upon or conceal non-conforming work.

1.4.4. Quality Assurance (QA): The Government will evaluate the contractor’s performance under this contract in accordance with the Quality Assurance Plan (QAP). 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)). The KO or COR may periodically perform QA checks as deemed necessary at any time during the PoP. These checks do not relieve the contractor of the obligations under this section to provide a complete and working product.

1.4.5. Place and Performance of Services: The contractor shall provide services as specified and as 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 111 S George Mason Dr. Arlington, VA 22204. The contractor shall at all times maintain an adequate work force for the uninterrupted performance of all tasks defined within this PWS 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. Telecommuting is not authorized.

1.4.6. 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.

1.4.7. 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. The contractor shall ensure compliance with all regulations and orders of the installation which may affect performance.

1.4.8. 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).

1.4.9. Access and general protection/security policy and procedures. Contractor and all associated sub-contractors 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. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

1.4.9.1. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.4.10. 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 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.

1.4.11. 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.

1.4.12. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 15 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

1.4.13. iWATCH Training. The contractor shall report completion for each affected contractor employee and subcontractor employee, to the COR, or to the KO if a COR is not assigned, within 15 calendar days after completion of training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 15 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

1.4.14. OPSEC Training. Per AR 530-1 Operations Security, the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

1.4.15. 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.

1.4.16. Key Control. The contractor shall establish and implement methods of ensuring all keys/key cards issued by the Government are not lost or misplaced and are not used by unauthorized persons. NOTE: All references to keys include key cards. No keys issued by the Government shall be duplicated. The contractor shall include procedures covering key control in the QC Plan. Such procedures shall include turn-in of any issued keys by personnel who no longer require access to locked areas. The contractor shall immediately report any occurrences of lost or duplicated keys/key cards to the Contracting Officer’s Representative (COR).

1.4.17. In the event keys, other than master keys, are lost or duplicated the contractor shall, upon direction by the KO, re-key or replace the affected lock or locks; however, the Government, at its option, may replace the affected lock or locks or perform re-keying. When the replacement of locks or re-keying is performed by the Government, the total cost of re-keying or the replacement of the lock or locks shall be deducted from the monthly payment due the contractor. In the event a master key is lost or duplicated, all locks and keys for that system shall be replaced by the Government and the total cost deducted from the monthly payment due the contractor.

1.4.18. Special Qualifications: The contractor shall employ personnel that are knowledgeable of the work and the requirements of any applicable codes, latest editions. Where applicable, licensed workers shall be employed must provide a current valid certification prior to the start of any work. (For example, licensed electricians certifications shall be provided prior to the start of any electrical work and work shall conform to the requirements of the National Electric Code (NEC).

1.4.19. 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, will meet weekly with the contractor to review the contactor’s performance. At these meetings, the Contacting Officer 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. Prior to specific work elements of a project, the contractor shall confer with the COR and agree on a sequence of procedures and means of access to premise and buildings; space for storage of materials and equipment; delivery of materials and use of approaches, use of corridors, stairways and similar means of passage.

1.4.20. 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, (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.

1.4.21. 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 their employees who depart employment for any reason. All identification media (i.e., badges and vehicles passes) shall be returned to the KO within 14 days of an employee’s departure.

1.4.22. 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. 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.

1.4.23. Data Rights: N/A.

1.4.24. Enterprise Contractor Manpower Reporting Application (eCMRA). 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. Contractors may email the Support Desk with issues accessing your account at (DOD.ECMRA.Support.Desk@mail.mil). The eCMRA site associated with this contract is: https://ecmra.mil/ - Select Department of Army CMRA. The Command of the Requiring Activity is ARNG READINESS CENTER. The Unit Identification Code for this requirement is W39LAA - ARNG READINESS CTR. The Federal Service Code for this contract is Z2AA - Repair or Alteration of Office buildings. The Contracting Activity for this contract is W9133L - NATIONAL GUARD BUREAU – CONTRACTING

SUPPORT.

1.4.25. The National Guard Bureau Ombudsman is:

1.4.25.1. Mr. Robert Grasso

1.4.25.2. 111 South George Mason Drive, Suite 4 TS-150

1.4.25.3. Arlington, VA 22204

1.4.25.4. robert.p.grasso.civ@mail.mil

1.4.25.5. 703-601-4380

2. DETAILED DESCRIPTION OF WORK

2.1. PROJECT PHASING

2.1.1. Contractor shall complete the project in two phases. Phase 1 will be the Men’s locker room and Phase 2 will be the women’s locker room.

2.1.2. Contractor shall plan for a gap of at-least one (1) week between the completion of phase 1 and the beginning of phase 2, to allow for walkthrough and completion of punch-list items.

2.2. ARCHITECTURAL

2.2.1. Contractor shall demolish existing flooring (tiles and sheet vinyl) the associated wall base, transitions and thresholds at the men and women’s locker rooms as indicated in Attachment 1.

Contractor shall protect the floor drains and prevent entry of debris.

2.2.2. Contractor shall demolish and dispose-of all the existing equipment identified for demo in Attachment 1, pages A-5 and A-6.

2.2.3. Contractor shall save the equipment identified in Attachment 1 for re-installation. These items include the hand towel dispenser, the wall mounted fans, the portable floor fans, the weighing scales, the thermostats, and the hair dryer in the women’s locker room. Wall framing shall remain. Refer to Attachment 1, pages A-5 and A-6.

2.2.4. Contractor shall demolish the existing sink and countertops as indicated in Attachment 1.

Contractor shall reuse the metal supports.

2.2.5. Contractor shall demolish the existing lockers.

2.2.6. Contractor shall demolish the existing benches in the men’s and women’s shower areas.

2.2.7. Contractor shall demolish the wall finishes and drywall as indicated in Attachment 1.

Contractor shall refer to the drawings because for some walls the drywall on one or both sides gets demolished, and for some walls only the finish gets demolished and the drywall gets refinished. Contractor should plan to use the existing framing.

2.2.8. Contractor shall perform the drywall work as indicated in the drawings in Attachment 1.

2.2.8.1. For all the walls receiving wall tiles, the contractor shall furnish and install 5/8” cement board.

2.2.8.2. For the walls within the restroom areas (room 004, 003 and 009) which do not receive the wall tiles, the contractor shall furnish and install moisture and mold resistant gypsum board, which shall be finished.

2.2.8.3. Contractor shall repair and refinish the drywall under the restroom sinks.

2.2.8.4. Some walls in rooms 005 and 008 have wall paper. Contractor shall remove the wall paper, repair and finish the drywall.

2.2.8.5. The contractor shall demolish existing drywall ceilings and associated access panels as identified in Attachment 1. Contractor shall furnish and install new drywall ceiling along with metal access panels. All new access panels shall be at least 18” wide and shall be lockable. Contractor shall paint access panels to match the ceiling. Contractor shall perform drywall and framing work as required to build the light fixture coves shown in Attachment 1.

2.2.8.6. Contractor shall include drywall and framing work as required for the wall mounted equipment identified in Attachment 1.

2.2.8.7. Contractor shall include wood blocking as required for all the toilet partitions and urinal screens as required. Refer to Attachment 1.

2.2.8.8. Contractor shall include wall backing as required for the wall mounted fans.

2.2.8.9. All finished drywall shall be level 4 in accordance with American Society for Testing and Materials (ASTM) C840-04.

2.2.8.10. Contractor may use the existing wall studs for the wall work.

2.2.8.11. Cement board shall exceed American National Standards Institute (ANSI) standards for cementitious backer units and exceed ASTM C1325 standards for non-asbestos fiber bat reinforced cementitious backer units.

Cement shall be water-durable, mold resistant suitable for use in interior applications. Cement shall not rot warp, delaminate or disintegrate, it shall be easy to cut and fasten, non- combustible and suitable for water proofing membrane application.

2.2.8.12. Gypsum board shall be moisture and mold resistant and shall have water absorption <5% by weight (ASTM C473), flame spread - 5, mold resistance rating (ASTM D3273) -10, mold resistance rating (ASTM G21)

– 0, and be suitable for water proofing membrane application.

2.2.8.13. Contractor shall provide product data for the drywall (purple board), cement board, mud, joint compound and all components of drywall install and metal access panels to the COR for approval prior to order.

2.2.9. Contractor shall furnish and install batt insulation for the walls as indicated in Attachment 1.

2.2.9.1. Batt insulation shall be shall be non-combustible, have excellent sound dampening properties, dimensionally stable for friction fit in to the wall partitions and chemically inert. Product shall meet the following requirements ASTM C 665, ASTM C 553, ASTM E 136, ASTM E 84, Underwriters Laboratories (UL) 723, ASTM E 90, ASTM E 413, ASTM C 423, ASTM E 1050, UL 181, ASTM C 665, and ASTM C 795.

2.2.9.2. Contractor shall submit product data / cut-sheets to the COR for approval prior to order.

2.2.10. Contractor shall furnish and install water proofing membrane on all the walls and floor at rooms 001, 002, 003, 004, 009 and 010. Refer to the details in Attachment 1. The product shall be a single component self-curing liquid rubber polymer that forms a flexible seamless, waterproofing membrane. The product shall not require the use of fabrics for gaps 1/8” or less, shall be 0.020” to 0.030” thick when cured. Product shall bond directly to metal polyvinyl chloride (PVC) and Acrylonitrile Butadiene Styrene (ABS) plumbing fixtures only, have anti-fracture protection of up to 1/8” over shrinkage and other non-structural cracks and have an “Extra heavy service” rating per Tile Council of North America (TCNA) and have performance levels that meet ASTM C627. Product shall be equipped with anti-microbial technology to protect the treated article, rapid drying, and exceed. ANSI A118.10 and A118.12. Product shall be International Association of Plumbing and Mechanical Officials (IAPMO) approved, be able to install tile brick directly onto membrane, shall have no solvents and be non-flammable.

Product shall be suitable for use on drywall and cement board.

2.2.10.1. Contractor shall submit product data to the COR for approval prior to ordering.

2.2.10.2. Installation shall be per the manufacturer’s instructions.

2.2.10.3. Contractor shall perform a walkthrough with the COR after the installation of the waterproofing membrane before installation of the finishes.

2.2.11. Contractor shall furnish and install new wall and floor tile in the locker rooms as indicated in Attachment 1. “LR” indicates TARC1 finish that is specific to the locker rooms project.

Wall and floor tiles shall be manufactured using the process of double loaded porcelain manufacturing for a highly durable commercial grade through body tile. Tiles shall be Certified Porcelain Tile, have a P1 result for deep abrasion, be GREENGUARD Gold Rated and suitable for both commercial floor and wall applications. Environmental tile characteristics shall be free from lead, chlorine compounds, mercury, cadmium, Polybrominated Diphenyl Ethers (PBDEs), Phthalates, perfluorooctanoic acids (PFOAs), polytetrafluoroethylene (PTFE) and natural rubber products. Tile shall meet the South Coast Air Quality Management (SCAQM) District Rule # 1168, Material Safety Data Sheet (MSDS) and ASTM C1028. Tile shall be categorized as impervious, and have a water absorption rate of ≤0.1%.

2.2.11.1. WALL TILES: LR TILE 1 shall be smooth, with a polished finish, 3.75” wide x 12” tall x 10mm thick. Polished tile shall be V1 rated for color consistency and uniform appearance. LR TILE 1 shall come in the following six colors: A: SNOW, B: CREAM, C: BEIGE, D: SILVER, E:

GREY, F: CARBON. LR TILE 1 shall be installed at the entrance into the locker rooms. Pattern shall be vertical, ½ tile offset, and 3 mm grout lines.

Refer to Attachment 1. All polished wall tiles shall have ≥ 750 lbf. (Pound of force) average break strength, meet the ASTM C648 and to have a mineral surface hardness of 7 Mohs to resist scratching. Grout for the wall tiles shall be epoxy Antique White.

2.2.11.2. All smooth, natural finish tiles shall pass the Dynamic Coefficient of Friction (DCOF) AcuTest benchmark for interior level flooring to be walked upon when wet; ANSI A137.1; All shall have 100% (7) Mohs surface hardness; have ≤ 0.1% water absorption; of solid body pigment all the way through and be suitable for heavy commercial floors, and wall applications. Natural finished wall and floor tiles shall have ≥ 850 lbf.

average break strength, meet the ASTM C648 and shall have a mineral surface hardness of 6 Mohs to resist scratching.

2.2.11.3. WALL TILES: LR TILE 2 shall be smooth, natural finish. Shall come in 3.75” wide x 12” tall x 10.5 mm thick. LR TILE 2 shall be V1 rated for color consistency for uniform appearance. Shall come in the following six colors: A: SNOW, B: CREAM, C: BEIGE, D: SILVER, E: GREY, F:

CARBON. LR TILE 2 shall be installed in the toilet rooms. Pattern shall be vertical, ½ tile offset, and 3 mm grout lines. Grout shall be epoxy Antique White. Corner metal strips to be stainless steel. Refer to Attachment 1.

2.2.11.4. FLOOR TILES: LR TILE 3 shall be smooth, natural finish. Shall come in 2” x 2” x 10.5 mm thick that come in 25 piece mosaic sheets. Mosaics shall be V2 rated. Mosaic LR TILE 3 shall pass the DCOF AcuTest, ASTM A326.3 and have a ≥ 0.42 ANSI for friction coefficient. Floor tiles shall installed in two colors: B: CREAM and E: GREY. LR TILE 3. LR TILE 3 shall to be installed in the toilet and shower rooms floors using matching cove base; 6” high x 12” wide x 10.5 mm thick. LR TILE 3 and Cove base shall install using coordinating epoxy grout colors: B: CREAM with

DESERT KHAKI grout color. E: GREY with DUSTY GREY grout color.

Refer to Attachment 1.

2.2.11.4.1. Contractor shall ensure that the thin set, silicone and mastic are compatible with the water proofing membrane.

2.2.11.4.2. Contractor shall submit product data and cut-

sheets for the floor and wall tiles, tile cove base, grout type, thin set, silicone, mastic and all components that are used in tile installation to the COR for approval prior to order.

2.2.11.4.3. Contractor shall submit samples for each type

of tile, color, tile cove base and grout to the COR for approval prior to order.

2.2.11.4.4. Contractor shall submit tile layout drawings

to the COR for approval. At a minimum the drawings shall indicate the elevations, corner details, metal trim pieces, ceiling and floor details, transition details, and detail at the floor drain.

2.2.11.4.5. Contractor shall submit a 4’W x 4’Lx 3’H

(minimum) mock-up of both wall tiles, and the floor with cove base (both tile cove base and the sheet vinyl cove base) for the COR’s approval prior to the start of tiling work.

2.2.11.4.6. Contractor shall ensure that the finished floor

has adequate slope for proper drainage to the floor drains.

2.2.11.4.7. Contractor shall provide an extra stock of 5%

for each type of tile to the COR.

2.2.11.5. TILE GROUT shall be Epoxy grout for LR TILEs 1, 2, 3 and tile cove base. It shall be equipped with anti-microbial technology to protect the locker room. Grout shall exceed the ANSI A118.3 minimum ratings, meet performance requirements of International Standards Organization (ISO) 13007-3 RG and European Norm (EN) 13888 RG, have a pounds per square inch (PSI) rating 10x higher than standard premixed grouts, and be resistant to cracking. Grout shall be rated for extra heavy foot traffic and wet area applications. Grout shall be non-sagging for floor and wall applications. Grout shall be part of the tile installation system with the thin set for a lifetime warranted installation. Epoxy grout shall be certified for Low Chemical Emission (ULCOM/GC UL2817) under the UL GREENGUARD Certification program for Building Materials and Furnishings. Grout shall be crack resistant, and not require any additional sealants while still maintaining performance and the 25 year warranty.

Colors to be: ANTIQUE WHITE (for walls) DESERT KHAKI and DUSTY GREY grout color per the plans and finish schedule for the floors and cove base.

2.2.11.5.1. Contractor shall submit product data and cut-

sheets, and color samples for the floor and wall tile grout to the COR for approval prior to order.

2.2.11.5.2. Contractor shall fully coordinate installation

of grout with flooring system and tile characteristics.

Installation shall be in strict accordance to the combined manufacturer’s best practices.

2.2.12. Contractor shall furnish and install new slip resistant sheet vinyl flooring LR SV 1, and 6” flash cove base for the entrance and locker room floors. Refer to Attachment 1. Sheet vinyl flooring shall be a heterogeneous 0.08 thick product complete with a compact calendared backing and a flexible reinforced glass fleece inner layer for dimensional stability. It shall have a scratch resistant 0.02 wear layer thickness that contains colorfast pigments, transparent PVC chips and carborundum granules to provide a greater degree of slip resistance for this wet application. Sheet vinyl LR SV 1 shall have a static load of 850 lbs. per square inch when tested with ASTM F 970-00. It shall have an American with Disabilities Act (ADA)/EN 13893 slip resistance rating of 0.03 that exceeds ASTM D 2047. LR SV 1 shall be rated Class 1 when tested for ASTM E 648/National Fire Protection Association (NFPA) 253 and meet 450 or less when tested in accordance with ASTM E 662/NFPA 258 for smoke density. Sheet vinyl shall be resistant to chemicals in accordance to ASTM 925. LR SV 1 shall meet the requirements of ISO 10582 and EN 649. Shall be EN IOS 10874 rated 34 for very heavy commercial use. Shall have ≥6 rating for light fastness, be compiles of 60% recycled content in the backing, and be compliant with Collaborative for High Performance Schools (CHPS) 0135 for volatile organic compounds (VOC) emissions and indoor air quality, and be free of phthalate.

2.2.12.1. Contractor shall submit product data and cut-sheets for the sheet vinyl floor, and all associated trim pieces, cap pieces, adhesives and components that are to be used in LR SV 1 installation to the COR for approval prior to order.

2.2.12.2. Contractor shall submit layout plans for the sheet vinyl flooring, seams, cove base cuts etc. to the COR for approval prior to order.

2.2.12.3. Contractor shall furnish and install metal transition strips as indicated in Attachment 1.

2.2.12.4. Contractor shall ensure that the installation is waterproof.

2.2.12.5. Contractor shall submit product data / cut-sheets to the COR for approval prior to order.

2.2.13. Contractor shall paint the drywall, ceilings, entrance door and frame using a microbicidal interior latex, egg shell finish paint. The paint shall be Environmental Protection Agency (EPA) registered to kill 99.9% of Staph, methicillin-resistant Staphylococcus aureus (MRSA), E.Coli, vancomycin-resistant enterococcus (VRE) and Enterobacter aerogenes within two hours of exposure on the painted surface, and contain the active ingredient quaternary ammonium compound which provides protection for up to four years. Paint shall be GREENGUARD certified for low VOCs.

2.2.13.1. Contractor shall use two coats of the manufacturer recommended primer prior to painting final coat as to not inhibit the bacteria fighting characteristics.

2.2.13.2. Contractor shall submit data sheets, color cut sheets, and paint samples in correct colors and finish to the COR for approval prior to installation.

2.2.13.2.1. LR PTD1 color for walls not covered in tile

or solid surface: Futon. Eg-shel finish. This shall include the walls above the lockers.

2.2.13.2.2. LR PTD2 color for ceiling: Bright Ceiling

White. Eg-shel finish.

2.2.13.2.3. PTD 3 color for the metal doors and door

frames into the locker rooms using color: Argos. Eg-shel finish.

2.2.14. Contractor shall furnish and install corner guards at locations indicated in Attachment 1.

2.2.14.1. Corner guards shall be 16 gauge stainless steel type #304, Satin finish beveled edge, 1.5” at 90 degree angles, 48” tall, Class A Fire rated with a five year warranty.

2.2.14.2. Contractor shall caulk the edges of the corner guards as required. Caulk color shall match the wall.

2.2.14.3. Installation shall be per the manufacturer’s instructions.

2.2.14.4. Contractor shall submit product data / cut-sheets to the COR for approval prior to ordering.

2.2.15. Contractor shall furnish and install new solid surface counters SS2 at locations shown in Attachment 1. Spec: shall match TARC 1 standard. Refer to Attachment 1. SS2 counters shall be manufactured using a blend of very hard quartz crystals, polymer resins, pigments for color and a binder to hold the components together. Counters shall be 2 cm thick x 24” deep and field verified for their widths. Counters shall meet TARC 1 standard in aspects to include: 2.4 g/cm3 test results for ASTM D792 for density, 1.45 x 10 m/mºc ASTM for thermal expansion, and (7) measurement of hardness (MOH) score for hardness. Counters shall have ASTM D790 properties: >5,300 psi for flexural Strength, 5.3-5.7 x 106 psi for Flexural modulus, >0.1% flexural elongation. SS2 shall have ASTM C1270 27.3 psi for compression strength when dry and 24.4 psi when wet. SS2 shall have a result between 45-50 for ANSI Z124 for glass content, 100% colorfastness per National Electrical Manufacturers Association (NEMA) LD 3-3.3 and shall pass CSA Group (CSA) B45.5-11/IAPMO Z124-2011 for wear, clean ability and stain resistance. Shall have no observed growth per ASTM G21 Fungal resistance and G22 Bacterial resistance. Shall be rated per ASTM D6329 Highly Resistance to Mold Growth. SS2 shall be unaffected and pass: NEMA LD 3-3.6 ASTM Z124.6.2.1, ASTM C1028, C501, C373, D570 and C370. SS 2 shall be Class 1 fire rated per NFPA, have an fluid structure interaction (FSI) rating of 0 per 3 cm, ASTM E84/NFPA 255 & UL 723 SDI = 40 for 3 cm.

2.2.15.1. Contractor shall submit product data for the surface, caulk, glue and all the components that are part of the countertop install to the COR for approval prior to ordering.

2.2.15.2. Contractor shall submit a 6”x 6” sample (countertop) to the COR for approval prior to ordering.

2.2.15.3. Contractor shall submit shop drawings that indicate dimensions, component sizes, fabrication details, attachment provisions and coordination requirements with adjacent work to the COR for approval prior to fabrication.

2.2.16. Contractor shall furnish and install new 100% solid plastic, lockers in both locker rooms.

These are a one for one replacement of the existing lockers. Contractor shall provide each locker with number plate, arc vents at the top, hasps for locks, one J hook and one double prong black coat hook. COLOR: Sandcastle, in an orange peel finish. Lockers shall be solid color throughout and never require painting.

2.2.16.1. Lockers shall be new 12” wide x 18” deep x 36” high (2) tier lockers and install onto the existing 6” slab. Lockers shall be have corrosion resistant silver anodized steel continuous hinges. Locker runs shall have full height, full width finished end caps to match, and sloped tops. Lockers shall be ½” thick solid plastic constructed of a high density fabricated under high pressure plastic (HDPE) that forms a single component which shall be waterproof, nonabsorbent and has a self-lubricating surface that resists marks from pens, pencils, markers and other writing instruments. Lockers to be GREENGUARD certified for low VOCs. Plastic shall be fire resistant in accordance with ASTM E 84, be Class A flame spread rated, and pass NFPA 286. Lockers shall have a minimum 25% recycled content and offer a 25-year warranty. Lockers shall be impermeable to moisture and be non-porous to inhibit growth of mold and mildew. They shall be guaranteed to never rust, corrode or delaminate.

2.2.16.2. Contractor shall submit product data and cut-sheet for the lockers, locker components (hinges, hasps etc.) and accessories (J hook) to the COR for approval prior to ordering.

2.2.16.3. Contractor shall submit shop drawings for the lockers to the COR for approval prior to ordering. The shop drawings, at a minimum shall include overall layout, numbering scheme, spacers, base details, slopes, locker interiors and end caps.

2.2.17. Contractor shall furnish and install new 100% solid plastic 1” thick, GREENGUARD certified for low VOCs, floor mounted/overhead braced toilet partitions LR TP-1 in both locker room toilet areas per Attachment 1 and as field verified. Contractor shall furnish and install new LR TP-1, 24”wide x 42” high urinal partitions in the men’s room, 14” above the finished floor as shown in Attachment 1.

2.2.17.1. Doors, partitions, and pilasters shall be constructed of a high density fabricated under high pressure plastic (HDPE) that forms a single component which shall be waterproof, nonabsorbent and have a self-lubricating surface that resists marks from pens, pencils, markers and other writing instruments. Plastic shall be fire resistant in accordance with ASTM E 84, be Class A flame spread rated, and pass NFPA 286. Partitions shall have a minimum 25% recycled content and offer a 25 year warranty.

Partitions shall be impermeable to moisture and be non-porous to inhibit growth of mold and mildew. They shall be guaranteed to never rust, corrode or delaminate.

2.2.17.2. The partitions shall be 55” standard height partitions (14” above the finished floor) with stealth integral hinge doors, aluminum headrail, 54” continuous stainless steel brackets at the walls, 6” aluminum strikes, and stainless steel 3” high pilaster shoes secured with tamper resistant torx head bolt. Headrails shall be heavy duty T5 alloy aluminum with anti-grip design, with clear anodized finish. Headrails brackets shall be 20 gauge stainless steel with satin finish. Integral stealth hinges shall be fabricated in the door with no exterior exposed metal parts. Hinges shall operate with field adjustable nylon cams. There shall be no gaps between partitions, or partitions and walls that are greater than .125”. All edges shall be rounded to a ¼” radius. COLOR: Sandcastle- with an orange peel. Partitions shall be solid color throughout and never require painting.

2.2.17.3. Contractor shall provide each toilet partition door with stainless steel slide bolt latch (no occupancy indicator), and an interior chrome plated coat hook/bumper at 48”AFF (Accessible hook, 40” AFF), and bumpers as needed. Stainless steel casting shall be Type 304 and aluminum shall meet ASTM 6463 for alloy.

2.2.17.4. Contractor shall fully coordinate the toilet partition layouts to accommodate accessories locations for full access, per codes, and to allow full open door swings. When unoccupied, the partition doors shall rest open 2”, except for the handicap stalls.

2.2.17.5. Contractor shall submit shop drawings and cut sheets for the partitions (including the urinal screens), cut sheets and samples for hooks, locks, hinges etc. to the COR for approval, prior to ordering. The shop drawings at a minimum, shall show the layout, mounting, mounting hardware, sections and elevations.

2.2.18. Contractor shall furnish and install ESS 1 & ESS 2 ¼” thick solid surface wall panels as indicated in Attachment 1. The contractor shall furnish and install ¼” thick ESS 3 solid surface shower partitions in the men’s shower area (room 002) as indicated in Attachment 1.

2.2.18.1. The wall panels shall be such that they limit the number of seams and use wavy edge treatment with an s-curve that fits together using a color matched composite to create a hard seam. Walls, partitions and hard seams shall be antimicrobial to inhibit growth of mold and mildew.

2.2.18.2. The product shall be antimicrobial non-porous bio resin blend of modified polyester resin and acrylic, solid surface walls and privacy partitions in both locker room shower areas. All surfaces shall create a cohesive look.

Solid surface shall be constructed of 11% renewable materials including bio-content. Solid surface shall be completely repairable and shall have color all the way through. Solid surface shall not de-laminate, rot or deteriorate due to moisture or heat. ESS 1, ESS2 and ESS3 shall be GREENGUARD certified, National Sanitation Foundation certified for splash zones; ASTM G-21 and ASTM G-22 to combat fungal and bacterial growth and NFPA ASTM E-84 Class 1A Fire Rated.

2.2.18.3. Contractor shall furnish and install solid surface outside and inside corner molding using silicone adhesive per the manufacturer’s instructions for a waterproof installation. COLORS: ESS-1 men’s shower walls; Mountain Mist in smooth design/satin finish. ESS-2 women’s shower walls; White Sand 8” x 16” vertical tile look/design in satin finish. ESS-3 men’s shower privacy partitions; White Sand smooth design/satin finish.

2.2.18.4. Contractor shall provide an ESS-3 solid Surface plaster shoe incorporated on the floor-to-ceiling mounted shower privacy partition pilasters. All trim pieces for the shower privacy panels shall be of the same antimicrobial solid surface, color and finish.

2.2.18.5. Contractor shall submit product data, cut sheets, and finish samples for all wall and privacy partition components to the COR for approval, prior to ordering.

2.2.18.6. Contractor shall submit shop drawings and cut sheets for the wall layouts and limited seam locations to offer the best product yield. Shop drawings shall also show incorporation of the installation of the corner soap shelves, shower fixtures, shower seats, curtain rod, and grab bars; planned installation methods for coordination of the shower privacy panels and shower stall hooks.

2.2.19. Contractor shall furnish and install shower curtains, shower curtain rods and shower curtain rings as indicated in Attachment 1. Contractor shall prep the antimicrobial solid surface walls to the manufacturer’s highest recommendations to safely and securely install the shower curtain rods, shower curtain rings and shower curtains.

2.2.19.1. Shower curtain rod shall be 1” diameter, to fit the full widths of the shower openings; shall have chrome finished stationary flanges to attach to the partition walls. Rods to be hung 76” AFF (above the finished floor).

2.2.19.2. Shower curtain rings shall be 2.5” high with 1 5/16” diameter to fully coordinate with the 1” diameter rod. Material shall be stainless steel, with slide beads.

2.2.19.3. Shower curtains shall be 100% polyester impregnated and multi located with aqueous based microporous polymers to be antimicrobial and inhibit growth of mold and mildew. Curtain shall be stain resistant and liquid repellent. Curtains shall have weighted bottoms per ADA to reduce splash.

Curtains shall be NFPA 701 Flame Resistance, and ASTM E2149 10 Antimicrobial tested as a protective intelligent fabric. COLOR: Hush in Talk to Me fabric. Curtains shall be single seamless fabricated with no scrum side and bottom edges. Sewing thread shall be triple ply twisted nylon. Single shower stalls shall be finished with curtains that are 54” wide x 72” high finished. Handicap stall openings shall each receive (2) 54” wide curtains. Both shall be hung so that curtain bottoms remain 4” AFF min. Contractor shall provide two extra shower curtains for inventory.

2.2.19.4. Contractor shall submit product data and cut sheets to the COR for approval prior to ordering.

2.2.19.5. Contractor shall submit a sample of the curtain fabric, curtain rod and curtain ring to the COR for approval prior to ordering.

2.2.20. Contractor shall install the saved paper towel dispenser and trash bin combo unit as shown in Attachment 1. Contractor shall furnish and install new toilet and shower accessories as identified in Attachment 1. Contractor shall install all accessories so that the hardware is concealed and without any exposed screw heads. The government’s intent is to match the toilet accessories with the existing accessories at TARC#1 restrooms in terms of finish, mounting, keying mechanism, keying (same key), dimensions and the ability to accommodate the same size paper supplies.

Toilet Accessory Description

Twin jumbo roll Toilet Tissue Dispenser

20 13/16”wide x 11 3/8”high x 5 5/16” deep. Shall be partition and/or tile surface mounted. Equipped with tumbler lock.

Spindles to hold two 10” diameter rolls with 2 ¼” diameter cores. Sliding access panel to expose one roll at a time and allows easy roll change‐over. Wide viewing slot in the door. To be 18 and 20 gauge stainless steel using type‐304 stainless steel with satin finish.

Toilet Seat Cover Dispensers

15 3/4”wide x 11”high x 2” deep. Tile surface mounted. One rectangular opening to dispense toilet seat covers. To hold 250 at a time; either single or half‐fold covers.

Allow refill from the bottom. One piece seamless construction. 20 gauge stainless steel using type‐304 stainless steel with satin finish. Radius corners.

Partition Mounted Feminine Product Disposal

12 3/4”wide x 1 5/16” high x 1‐ 1 ¼” deep.

Partition mounted for shared access. Self‐ closing doors, removable leak‐proof .7 gal plastic receptacle liner. Each door shall be provided with two stainless steel cable door swing limiters, a finger‐pull recess at the top and the international graphic symbol identifying the sanitary napkin disposal. One piece seamless construction.

22 gauge stainless steel using type‐304 stainless steel with satin finish. Radius corners.

Grab bars for accessible toilet stalls

36” and 42” long x 1.5” outside diameter;

slip resistant surface. Can support loads in excess of 900 lbs. 22 gauge steel covers over concealed mounting with Snap flange.

Satin‐finish. And appropriate mounting kit, fasteners and anchors. 18 gauge stainless steel tubing.

Grab bars for accessible shower stalls

24” and 32” long x 1.25” outside diameter.

Can support loads in excess of 900 lbs. 22 gauge steel covers over concealed mounting with snap flange. Satin‐finish.

And appropriate mounting kit, fasteners and anchors. 18 gauge stainless steel tubing.

Corner Shower Shelves

5” x 5” x .5” thick, antimicrobial solid surface corner shelf hung @42” AFF. To be fungal and bacterial resistant as tested in accordance with ASTM G‐21 and ASTM G‐ 22.

Shower stall towel hooks

1.25”x1.25”, type 3‐4 stainless steel with satin finish towel hook. 3 3/8” support arm to be 22 gauge steel equipped with a concealed 16 gauge mounting bracket, secured to a 16 gauge wall plate with a stainless steel screw set.

2.2.20.1. Contractor shall submit product data / cut sheets of all the toilet accessories to the COR for approval prior to ordering.

2.2.21. Contractor shall furnish and install mirrors as indicated in Attachment 1. Mirrors shall be of high quality and water resistant. The mirrors located in rooms 003 and 008 shall also have anti-fog coating.

2.2.21.1. The mirrors at the counters shall be full width and shall be wide enough as to not have more than 1/16” gap on any side. Mirrors shall be full height such that heights shall be tall enough to be flush with the finished ceiling (beginning of the light cove), and to the level counter top. They shall have no sharp edges. Full height mirrors shall have stainless steel edge. They shall have backing, and be shock absorbing.

2.2.21.2. The other mirrors shall be 30”W x 70”H as shown in Attachment 1. These mirrors shall be installed at the top of the cove base, using the manufacturer’s highest recommendations for installation on tile, plastic lockers and painted drywall for a secure, concealed installation.

2.2.21.3. Contractor shall submit product data / cut sheets for the mirrors to the COR for approval prior to ordering.

2.2.22. Contractor shall furnish and install shower seats and locker room benches as indicated in Attachment 1.

2.2.22.1. Bench B1: Women’s shower seats shall be wall mounted and floor supported rectangular single folding bench, constructed with zinc plated steel pipe supports and phenolic…