SOW-DRAFT.docx

NAVAL SURFACE WARFARE CENTER, CORONA DIVISION

CONTRACTS DEPARTMENT

STATEMENT OF WORK

Combined MINCON – B201 Mold Remediation, B517 Lead Abatement, and Turnstile Shelter Installation

INTRODUCTION

The Naval Surface Warfare Center, Corona Division (NSWC Corona) has a requirement to repair and perform mold remediation at B201 Norconian Club bar area, repair and perform lead abatement for affected restroom areas at B517, and install new turnstile shelters for existing pedestrian turnstiles at NSWC Corona Division inner compound entrances.

BACKGROUND

1.1 Existing Condition:

1.1.1 B201 Norconian Club: Due to a roof water leak the bar counter area obtained water damage on the existing plasterboard ceiling, framework, and surrounding area. NSWC Corona personnel have concerns of possible mold buildup and require damage assessment, repair and restoration of the ceiling and affected components.

1.1.2 B517: The ceilings, upper portions of the walls and doorframes in Building 517 restrooms 105, 107 and the restroom hallway, H2 are currently in very poor condition. The existing lead based paint in the ceiling is flaking and is a lead exposure hazard to the existing building occupants.

1.1.3 Turnstiles at Parking Lot 5 and Gates 2, 6, and 11: There is currently no protection/cover for NSWC personnel against unfavorable weather conditions at turnstile entrances. NSWC Corona personnel have a requirement to install (4) Turnstile Shelters at existing turnstiles locations. Design and installation location shall meet Basic Facilities Requirements (BFR) and Architectural Barriers Act (ABA) Standards.

SCOPE

The Contractor shall provide all tests, material, equipment, labor and supervision required to repair existing conditions at Building 201 and Building 517, and install four (4) turnstile shelters.

3.1 The scope of work shall include, but is not limited to:

3.1.1 Phase 1 - B201 Norconian Club: The contractor shall install barriers, warning signs, and ensure that surrounding areas are protected and covered before start of construction.

3.1.1.1 Selective Demolition: The contractor shall test affected areas for possible mold, lead in paint, and asbestos in popcorn textured ceiling. The contractor shall inspect the ceiling and affected framework for any damages. The contractor shall remove all damaged material at or around bar area ceiling. All construction debris shall be disposed of and removed from work site. The contractor shall provide daily housekeeping at the end of each workday.

3.1.1.2 Installation/Repair: The contractor shall repair and re-plaster around the vent grill. Repair/replace light fixtures in affected areas and apply plaster around the fixture. Replace any damaged or water logged framework in the affected areas. Replace and install new dry wall on ceiling. Clean and repair any damaged plaster and substrate. Re-plaster ceiling and match the existing veneer surface texture. Paint the affected area and match existing, paint corner to corner. Clean the walls and carpet area, ensure free of debris from construction.

3.1.2 Phase 2 - B517: The contractor shall conduct a hazardous material analysis and provide lead abatement and hazardous material abatement in Bldg. 517 restrooms 105, 107, and restroom hallway H2. The contractor shall provide the following: Provide state and regulatory permits, notification, and disposal fees.

3.1.2.1 Testing: The contractor shall test existing conditions to determine quantities of lead and the appropriate abatement process.

3.1.2.2 Abatement: The contractor shall provide a containment and remediation plan based on test results. Provide containment of the referenced areas as required to prevent the contamination of adjacent areas. Abatement work shall be performed by competent personnel, persons trained, qualified, and knowledgeable in the techniques of abatement, handling, and disposal of LBP (lead based products) and ACM (Asbestos Containing Material), in accordance with pertinent local, state, and federal regulations. Include the work necessary to reduce lead dust and asbestos exposure to OSHA PELs and maintain the specified lead control limits during the life of the contract. Provide the removal, containment, and disposal of lead-based materials and ACM. Protect and prevent any life safety devices that may be tripped or triggered during the abatement. Provide HEPA filtration and negative air equipment are used to contain dust within the contracted area. Following the completion of all abatement activities and immediately prior to returning the unit over to the authority a final cleaning of the abated areas shall be performed. A limited dust wipe sampling event will be conducted to verify the levels of lead in dust are below the US EPA/HUD clearance criteria; if a sample fails the contractor shall clean the affected areas. The contractor shall continue cleaning and decontaminating at no cost to the owner until each unit has passed acceptable. The contractor shall provide daily housekeeping at the end of each workday.

3.1.3 Phase 3 - Turnstiles at Parking Lot 5 and Gates 2 and 6: The contractor shall install three (3) pre-fabricated turnstile square metal shelters at the pedestrian turnstiles along NSWC Corona Division’s 4th Street access road. Work shall include, but is not limited to, providing bracing, excavation, foundation footings, concrete forms, cast in place concrete, and assembly of the pre-manufactured shelter. The contractor shall provide daily housekeeping at the end of each workday.

3.1.3.1 Paint Requirements: The shelter roof covers shall be paint stripped and factory powder coated in Colonial Red SIG-300 with a matte-type finish. The contractor shall submit a painted sample for government to approval before proceeding to paint shelter roofs. Rust protection shall be applied to the shelters to preserve and prolong life of painted turnstile shelters.

3.1.3.2 Turnstile Shelter Installation Requirements: The turnstile shelters shall be installed offset from mid-point of existing turnstiles to accommodate future addition of ABA compliant gate access entrances. A minimum of 4 feet is required for future ABA swing gate. See Attachment 6 – ADA Swing Gate, for swing gate size specifications and further measurement requirements. Offset shall be determined by contractor with respect to ABA compliant clearances. Due to existing utilities, footings at Gates 2 and 6 shall be hand dug.

3.2 Option Package:

3.2.1 Option 01 – Gate 11 Turnstile: The contractor shall install one (1) pre-fabricated turnstile square metal shelter at Gate 11 pedestrian turnstile. Work shall include, but is not limited to, providing bracing, excavation, foundation footings, concrete forms, cast in place concrete, and assembly of the pre-manufactured shelter. The contractor shall provide daily housekeeping at the end of each workday.

3.2.1.1 Paint Requirements: The shelter roof covers shall be paint stripped and factory powder coated in Colonial Red SIG-300 with a matte-type finish. The contractor shall submit a painted sample for government to approval before proceeding to paint shelter roofs. Rust protector shall be applied to the shelters to preserve and prolong life of painted turnstile shelters.

3.2.1.2 Turnstile Shelter Installation Requirements: The turnstile shelters shall be installed offset from mid-point of existing turnstiles to accommodate future addition of ABA compliant gate access entrances. A minimum of 4 feet is required for future ABA swing gate. See Attachment 6 – ADA Swing Gate, for swing gate size specifications and further measurement requirements. Offset shall be determined by contractor with respect to ABA compliant clearances. Due to existing utilities, footings at Gates 2 and 6 shall be hand dug.

APPLICABLE CODES AND STANDARDS

The Contractor shall adhere to all applicable standards and guidelines specified in the contract. In the absence of named standards, broadly accepted professional standards shall prevail as related to the associated industries within the tasks identified. Work, materials, and equipment shall comply with the most restrictive of local, state, and federal authorities’ codes and ordinances of those plans and specifications.

https://www.osha.gov/laws-regs/regulations/standardnumber/1910 Current

https://www.osha.gov/laws-regs/regulations/standardnumber/1926 Current

https://wbdg.org/ffc/dod/unified-facilities-criteria-ufc Current

https://www.access-board.gov/aba/#aba-404

GENERAL REQUIREMENTS

1.2 SECURITY

1.2.1 Contractor shall undergo Government vetting before access can be granted.

1.2.2 Contractor shall obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration and transition for employees currently under Navy Commercial Access Control System (NCACS) are available at https://www.cnic.navy.mil/om/dbids.html. No fees are associated with obtaining a DBIDS credential. For detailed process, see Attachment 2, Section 01 14 00 – Work Restrictions.

1.2.3 Contractor shall comply with NWSSB Detachment Norco Security requirements and policies. See Attachment 3 – NWSSB Detachment Norco Security for detailed requirement.

1.3 WARRANTY

1.3.1 Warrant labor and materials for specified control system free from defects for a period of 12 months after final acceptance. Control system failures during warranty period shall be adjusted, repaired, or replaced at no additional cost or reduction in service to Owner. Response shall be within 24 hours and be scheduled during normal business hours of Owner’s warranty service request.

1.3.2 For detailed process, see Attachment 2, Section 01 78 00 – Closeout Submittals.

1.3.3 Exception: Contractor shall not be required to warrant reused devices except those that have been rebuilt or repaired. Installation labor and materials shall be warranted. Contractor shall demonstrate operable condition of reused devices at time of acceptance.

1.4 SAFETY

1.4.1 Contractor shall perform all work in accordance with the United States Army Corps of Engineers Safety and Health Requirements Manual (EM385EM385-1-1). The Contractor is required to always keep the work site neat and in presentable conditions. Contractor shall continuously maintain a safe working area. All debris shall be removed from the work site on a continual and daily basis, and at project completion. The Contractor shall take special care to protect Government property. Any damage by Contractor shall be returned to original condition.

1.4.2 The Contractor is responsible for ensuring that all work under contract meets Federal Occupational Safety and Health Administration (OSHA) standards. The Contractor is responsible for ensuring safe work performance of employees and bears sole responsibility for the safety of its employees. The Contractor is expected to take all steps necessary to establish, administer, and enforce safety rules that will meet the current requirements of Federal OSHA.

1.4.3 The Contractor is responsible for ensuring that all work under contract meets state OSHA standards and local requirements such as the state of California OSHA (Cal/OSHA). These standards will apply for the Contractor activity on federal property within the respected state.

1.4.4 For detailed process, see Attachment 2, Section 01 35 36 – Governmental Safety Requirements.

1.5 ENVIRONMENTAL

1.5.1 The Contractor shall perform work under this contract consistent with the policy and objectives identified in the installation’s Environmental Management System (EMS), Attachment 55. The Contractor shall perform work in a manner that conforms to objectives and targets, environmental programs and operational controls identified by the EMS. The Contractor shall provide monitoring and measurement information as necessary to address environmental performance relative to environmental, energy, and transportation management goals. In the event an EMS nonconformance or environmental noncompliance associated with the contracted services, tasks, or actions occurs, the Contractor shall take corrective and/or preventative actions. In addition, the Contractor shall ensure that its employees are aware of their roles and responsibilities under the EMS and how these EMS roles and responsibilities affect work performed under the contract.

1.5.2 The Contractor is responsible for ensuring that their employees receive applicable environmental and occupational health and safety training and keep up to date on regulatory required specific training for the type of work to be conducted onsite. All on-site Contractor personnel, and their subcontractor personnel (if applicable), performing tasks that have the potential to cause a significant environmental impact shall be competent based on appropriate education, training or experience. Upon contract award, the Contracting Officer’s Representative (COR) will notify the installation’s EMS coordinator to arrange EMS training. The installation’s EMS coordinator will identify training needs associated with environmental aspects and the EMS and arrange training or other action to meet these needs. The Contractor shall provide training documentation to the COR. The installations EMS coordinator will retain associated records.

1.5.3 For detailed process, see Attachment 2, Section 01 57 19 – Temporary Environmental Control and Attachment 4 – Environmental Management System Procedures Manual.

1.6 WORK HOURS

1.6.1 Hours of operation are Monday through Friday, 0600-1800 (not including all Federal or State Holidays). Work outside of these hours shall be coordinated with the Contracting Officer and 1022 representatives. Noise shall be kept to a minimum since the unaffected spaces within the facility will continue to be occupied during construction.

1.6.2 All work that secures HVAC, electrical, voice and data shall be coordinated with NSWC Corona Building Representative or Program Manager. The Contractor is responsible for submitting a work schedule that shall be reviewed and approved by the Contracting Office.

1.6.3 Utility Cutovers and Interruptions

1.6.3.1 Utility outages require 14 days written advance notice prior to starting work.

1.6.3.2 Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph 5.5.1.

1.6.3.3 Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

1.6.3.4 Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air is considered utility cutovers pursuant to the paragraph 5.5.1.

1.6.3.5 Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.6.4 In the event construction work interferes with onsite-scheduled work, the Contractor may be required to work evenings and weekends to complete the installation. The final schedule shall be approved by the Contracting Officer.

1.7 EXECUTION

1.7.1 All work shall be executed in compliance with Attachment 2. The Contractor is responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings, specification, and other services furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings, specifications, and other services. Furthermore, neither the Government’s review, approval or acceptance of, nor payment for, the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract.

1.7.2 Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged. Further, the Contractor is encouraged to seek solutions that will expedite construction (pre-engineered, etc.) and shorten the schedule without impacting quality or performance of the required design and construction. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the lowest Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.7.3 The Contractor is responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings, specification, and other services furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings, specifications, and other services. Furthermore, neither the Government’s review, approval or acceptance of, nor payment for, the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause of action arising out of the performance of this contract.

1.7.4 Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

1.8 AS-BUILT DRAWINGS

1.8.1 Provide as-built drawings for installed equipment. This shall include, but not limited to architectural, civil, structural, mechanical, control systems, audiovisual, electrical, plumbing, utility, and landscape drawings. Include BIM submittals per Attachment 2 – Specifications.

1.8.2 Submit electronic drawings in PDF and in AutoCAD format. In addition, submit electronic drawings in editable Excel format for all drawings that are tabular, including but not limited to the Point Schedule and Equipment Schedule.

1.8.3 Submit Final As-Built Drawings consisting of each drawing indicated updated with all final as-built data. Submit Final As-Built Drawings as a single complete package: 2 hard copies, 2 copies on CD-ROM and electronic submittal via DOD SAFE or approved file transfer online resource.

1.8.4 For detailed process, see Attachment 2, Section 01 78 00 – Closeout Submittals.

1.9 OPERATION AMD MAINTENANCE (O&M) INSTRUCTIONS OPERATION AMD MAINTENANCE INSTRUCTIONS

1.9.1 For detailed process, see Attachment 2, Section 01 78 23 – Operation and Maintenance Data and Section 01 78 00 - Closeout Submittals.

1.10 ADMINISTRATIVE REQUIREMENTS

1.10.1 Administrative Requirements shall be provided in accordance with Division 01 30 0 Administrative Requirements.

1.10.2 Submittals: Submittals shall be in accordance with Attachment 2, Section 01 33 00 – Submittal Procedures.

1.10.3 Supervision: Shall comply with Attachment 2, Section 01 45 00.00 20 – Quality Control.

1.10.4 Facility Turnover Planning Meetings and NRZ Checklist.

GOVERNMENT FURNISHED PROPERTY

1.11 Government Furnished Material

N/A

1.12 Government Furnished Equipment

N/A

1.13 Government Furnished Information

N/A

DELIVERABLES

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