OC-2026-131281 Ext Repair PWS_Draft 26.01.30.pdf

Building Exterior Repair Project 1

Performance Work Statement Pacific Southwest Laboratory, Building Exterior Repair Project

January 30, 2026

Building Exterior Repair Project 2

Food and Drug Administration Pacific Southwest Laboratory, Irvine, California.

Exterior Repair Project

Performance Work Statement

1.0 INTRODUCTION

1.1 Purpose and Scope

This construction project is preventative maintenance of building structure to restore the appearance, prevent weather-related deterioration, and extend the facility's service life.

The project consists of concrete repair work and corrosive-resistive coating on steel.

This Project is located at FAD’s Pacific Southwest Laboratory (the facility) at 19701 Fairchild Road in Irvine, CA. The main laboratory Building (IRV-1) is 145,967 GSF and comprised of three (3) wings with two (2) floors per wing and a partial basement. The chemical shed (IRV-

2) annexes the main building is 1000 GSF single story structure.

The summary of construction scope is as:

1.1.1 Apply corrosive-resistive coatings on:

a. Exterior egress stairs: structural members, railings, nosing & tread, soffits, underside of stairs, connecting bridge and its soffit.

b. Sunshades on the south elevation of the building.

c. Access stair on the roof: stringers and railings.

d. Main entrance canopy: Vertical and horizontal structural members and roof deck soffit.

e. Chemical storage shed canopy: Vertical and horizontal structural members, railings, gates, and roof deck soffit.

1.1.2 Concrete crack repair as delineated in the seismic repair construction drawing and specification.

a. Exterior: Repair of all exterior concrete cracks part of the building envelope visible from 3 feet away and longer than 24 inches.

b. Interior:

i. Repair of all visible and accessible interior cracks in concrete walls and columns

ii. Repair of all visible and accessible cracks in concrete slab.

iii. Replacement of damaged resilient flooring at cracked slab locations.

Building Exterior Repair Project 3

The construction shall have little or no impact on building operations and occupancy and is expected to complete within 180 calendar days.

1.2 Background

The facility was design in late 1999 and construction was complete in 2005. The structural system is hybrid of concrete walls and steel frame system. The building houses laboratory and offices. Besides the main laboratory office building, the facility has a guard house and Chemical storage shed structure.

The facility is located approximately 5 miles from Pacific Ocean. The climatic and geographical condition of Southern California has resulted to rust and paint delamination on exposed steel stairs and structural elements. The preventive coating on these were repaired in 2015 and there are signs of that effort failing in various locations.

The concrete structure is developing hairline cracks. FDA used GSA to hire structural engineering team to perform detailed seismic assessment and non-structural tier 1 screening. They determined that there is the structure was sufficient, and no additional structural retrofit was needed. The study delivered drawings and specification to repair crack which will prevent weathering of concrete structure in this climate.

2.0 APPLICABLE DOCUMENTS

2.1 Reference Documents

The contractor shall review, become familiar with the following documents attached to this PWS. These documents help define the area of work.

• Original Building elevation drawings A3.1, A3.2, and A3.3

• Original Building floor plans

• Original construction specifications 09810 Special Coating

• Original construction specifications 09900 Painting

• FDA IRV Seismic IFC Drawings.

• FDA IRV Seismic IFC Project Manual.

• Phase 2 report: Detailed Seismic Assessment and Nonstructural Tier 1 Screening

• Seismic Evaluation and Structural Condition Assessment

2.2 Governing Regulations

The contractor shall comply with, but not limited to, following codes regulations.

• OSHA safety requirements for construction work

• EPA and local environmental regulations

Building Exterior Repair Project 4

• AMPP (Association for Materials Protection and Performance) standards

• MPI (Master Painting Institute) standards

• ACI (American Concrete Institute) standards for concrete repair

• ASTM standards for materials and testing

• VOC regulations for coatings

• Lead and hazardous material regulations (if applicable)

• Local and state regulations

3.0 SITE CONDITIONS AND CONSTRAINTS

3.1 Access and Logistics

The facility will remain fully operational during construction. Contractors must comply with facility security protocols, including background checks and clearances for all personnel. Work in occupied areas requires coordination with facility management to minimize disruption to laboratory operations. All personnel, equipment, and materials are subject to inspection and must follow established access procedures.

Contractors shall identify staging and storage areas in coordination with FDA facility management prior to mobilization. All existing utilities near repair areas, including electrical, water, gas, and communication infrastructure, must be located and protected. Contractors shall conduct a pre-construction site visit to assess access routes, identify constraints, and develop a logistics plan that maintains safe circulation around the facility during both exterior and interior repair work.

3.2 Environmental Conditions

All exterior coating work shall be performed within manufacturer-specified environmental parameters to allow proper curing and adhesion. Application shall only occur when ambient air and surface temperatures are between 50°F and 95°F, and at least 5°F above the dew point, unless otherwise note in product specification.

Contractors shall monitor weather conditions continuously and adjust work schedules to account for morning marine layer and fog common to the coastal location.

Exterior coating work shall be scheduled between April and October to coincide with Irvine's dry season. Concrete repair work requires protection from rain during placement and curing. Contractors shall develop weather contingency plans and avoid scheduling critical coating applications during winter months (December-February).

Interior concrete repairs must be coordinated with facility HVAC operations to maintain appropriate curing conditions.

Building Exterior Repair Project 5

4.0 REQUIREMENTS

4.1 Structural Steel Coating Repairs

The Contractor shall prepare all steel surfaces in accordance with SSPC-SP2 (Hand Tool Cleaning) and SSPC-SP3 (Power Tool Cleaning) standards. All loose mill scale, rust, coating, and foreign matter shall be removed. Prepared surfaces shall be free of oil, grease, dirt, rust, loose mill scale, and loose or poorly adhering paint.

The Contractor shall provide all coating materials (primer, intermediate coat, and topcoat) from the same manufacturer to ensure chemical compatibility. The coating system shall consist of the following:

A. Primer: MPI #23 (Primer, Solvent Based, Anti-Corrosive) or MPI #79 (Primer, Alkyd, Anti-Corrosive)

B. Intermediate Coat: Exterior alkyd enamel, matching topcoat color and manufacturer

C. Topcoat: Alkyd, exterior, semigloss finish (MPI Gloss Level 5), MPI #94

All coatings shall be color-matched to existing adjacent surfaces. The Contractor shall apply all coatings in accordance with manufacturer's specifications. Each coat shall achieve the manufacturer's recommended dry film thickness and coverage rate.

Adequate drying and curing time shall be allowed between coats per manufacturer's requirements.

4.1.1 Exterior Stairs

All rust and corrosion shall be removed to meet the required cleanliness standard. The Contractor shall perform compatibility testing of existing coatings to determine adhesion characteristics and inform surface preparation requirements.

The Contractor shall apply coating systems as specified in the project drawings and specifications. Prime coat application shall follow manufacturer's specifications for surface preparation, application temperature, humidity conditions, and film thickness.

Finish coats shall be applied at the specified thickness and coverage rates, with adequate curing and drying time between coats as required by the manufacturer. The Contractor shall perform quality control testing including adhesion tests and dry film thickness measurements at frequencies specified in the project requirements. All test results shall be documented and submitted to the Contracting Officer's Representative (COR) for approval.

4.1.2 Sunshades

The Contractor shall provide appropriate access equipment and fall protection systems compliant with OSHA requirements for all elevated work on sunshade

Building Exterior Repair Project 6 structures. All personnel working at heights shall be properly trained and equipped with personal fall arrest systems. The Contractor shall prepare sunshade surfaces through approved cleaning procedures to remove contaminants, followed by surface preparation methods appropriate for the existing substrate and coating condition.

The Contractor shall protect all adjacent surfaces, windows, building elements, and landscaping from overspray, drips, and coating materials through use of masking, drop cloths, and other appropriate protection methods. All protection materials shall remain in place until coating work is complete, and surfaces are fully cured.

4.1.3 Entry Canopy & Shed canopy

The contractor shall The Contractor shall provide appropriate access equipment and fall protection systems compliant with OSHA requirements for all elevated work. Any structural deficiencies shall be reported immediately to the COR. The coating system shall meet specified performance requirements including UV resistance and weatherability appropriate for coastal exposure conditions in Irvine, California.

The Contractor shall use application methods and equipment approved by the coating manufacturer and suitable for the canopy configuration. All work shall be scheduled with facility management and building security. The Contractor shall protect building entrances and occupied areas below the canopy from debris, coating materials, and water runoff during all phases of work.

4.2 Concrete Crack Repair

4.2.1 Exterior Wall Repairs

The Contractor shall repair exterior concrete wall cracks as indicated on the project drawings and in accordance with the project specifications. Prior to commencing repair work, the Contractor shall map and document all cracks, including crack width measurements and classifications. Documentation shall be submitted to the COR for review and approval before proceeding with repairs. The Contractor shall perform all surface preparation, crack repair methods, material applications, and surface protection as specified in the project documents.

4.2.2 Interior Floor Repairs

The Contractor shall repair interior concrete floor slabs on grade as indicated on the project drawings and in accordance with the project specifications. Prior to commencing repairs, the Contractor shall document existing conditions through photographs and written descriptions. The Contractor shall evaluate all cracks and submit findings to the COR for structural assessment and repair method approval.

Building Exterior Repair Project 7

The Contractor shall perform all surface preparation, grinding, leveling, and repair material applications as specified in the project documents. Dust control and containment measures shall be implemented throughout all interior work to protect occupied laboratory spaces, adjacent finishes, and equipment. Floor finish restoration or coating application shall be performed as specified. The Contractor shall observe all curing time requirements and implement traffic restrictions as required by repair material manufacturers and project specifications. All work shall be coordinated with facility operations to minimize disruption.

5.0 PERFORMANCE STANDARDS

5.1 Quality Requirements

The Contractor shall perform all work in accordance with industry-standard workmanship practices for coating application and concrete repair. The COR shall inspect and approve surface preparation prior to coating application.

All coating applications shall achieve the specified dry film thickness and coverage requirements as indicated in the project specifications. Concrete repair materials shall meet the performance specifications provided in the project documents. The Contractor shall conduct visual inspections of all completed work and perform testing and verification using methods specified in the project documents, including adhesion testing and dry film thickness measurements. All inspection and test results shall be documented and submitted to the COR for approval.

5.2 Durability and Warranty

The Contractor shall provide materials and workmanship that achieve the expected service life specified in the project documents for both coating systems and concrete repairs. The Contractor shall submit all material manufacturer warranties for coating systems and concrete repair materials to the COR prior to application.

The Contractor shall warrant all workmanship for a period of one year from the date of final acceptance. The warranty shall cover defects in workmanship including coating failures, inadequate surface preparation, improper material application, and concrete repair failures. The Contractor shall repair or replace any defective work at no additional cost to the Government during the warranty period.

5.3 Safety and Environmental Compliance

The Contractor shall provide OSHA-compliant fall protection systems and scaffolding for all work at heights. All personnel shall be properly trained in fall protection and scaffold safety. The Contractor shall implement containment measures for all debris, Building Exterior Repair Project 8 coating materials, abrasive blasting media, and concrete dust to prevent contamination of adjacent areas and the environment.

The Contractor shall conduct air quality monitoring if required by OSHA regulations or project specifications, particularly during work in occupied laboratory spaces. All waste materials, including coating residues, solvents, contaminated materials, and concrete debris, shall be disposed of in accordance with federal, state, and local environmental regulations. The Contractor shall implement recycling programs where feasible and maintain waste disposal documentation.

The Contractor shall develop and implement spill prevention and response procedures for all hazardous materials used on the project. Spill kits shall be readily available at all work locations. Any spills shall be immediately contained, cleaned up, and reported to the COR and facility management in accordance with FDA protocols and applicable regulations.

6.0 WORK PHASES AND SEQUENCING

6.1 Phase 1: Preparation and Mobilization

The Contractor shall establish site setup and implement protection measures for existing facilities, landscaping, and building elements prior to commencing work. All submittals, including product data, compatibility testing results, safety plans, and quality control procedures, shall be submitted to the COR for review and approval before proceeding with subsequent phases.

The Contractor shall prepare mock-ups or test sections as required by the project specifications to demonstrate surface preparation techniques, coating application methods, and concrete repair procedures. Mock-ups shall be reviewed and approved by the COR before full-scale work begins. The Contractor shall procure all materials and coordinate delivery schedules to ensure materials are on-site and approved prior to the start of each work phase.

6.2 Phase 2: Structural Steel Coating Work

The Contractor shall sequence steel coating work by building element as approved by the COR. Work shall proceed in a logical sequence that minimizes disruption to building operations and allows for efficient use of access equipment and fall protection systems.

The Contractor shall coordinate all exterior coating work with facility management to minimize impact on laboratory operations, building access, and parking areas. All coating work shall be scheduled in accordance with weather-dependent requirements

Building Exterior Repair Project 9 specified in Section 3.2 Environmental Conditions. The Contractor shall monitor weather forecasts and adjust the work schedule as necessary to ensure coating applications occur within specified environmental parameters.

6.3 Phase 3: Concrete Repair Work

The Contractor shall coordinate interior and exterior concrete repair work to maximize efficiency while maintaining facility operations. Interior work shall be scheduled in coordination with facility management to minimize disruption to laboratory activities and maintain required access to all areas.

The Contractor shall manage occupancy and access requirements by coordinating work schedules, implementing appropriate barriers and signage, and maintaining safe pedestrian routes. All concrete repair areas shall be protected during curing periods in accordance with manufacturer requirements and project specifications. Traffic restrictions shall be enforced until repairs have achieved adequate strength for the intended use.

6.4 Phase 4: Final Inspection and Closeout

The Contractor shall conduct a comprehensive inspection of all completed work with the COR to develop a punch list of deficiencies or incomplete items. All punch list items shall be completed within the timeframe specified by the COR.

The Contractor shall perform final cleaning of all work areas and restore the site to its original condition or better. All protection materials, debris, equipment, and excess materials shall be removed from the site. The Contractor shall submit all required closeout documentation including as-built documentation, test results, quality control reports, material warranties, and workmanship warranty information to the COR for final acceptance.

7.0 DELIVERABLES

7.1 Pre-Construction Submittals

The Contractor shall submit the following items to the COR for review and approval prior to commencing work:

A. Detailed work plan and project schedule showing all phases of work, sequencing, milestones, and coordination with facility operations.

B. Product data sheets and material certifications for all coating systems, concrete repair materials, sealants, and other products proposed for use on the project.

Building Exterior Repair Project 10

C. Site-specific safety plan addressing fall protection, scaffolding, chemical storage area work protocols, dust control, ventilation requirements, and emergency procedures in accordance with OSHA regulations and FDA facility requirements.

D. Quality control plan detailing inspection procedures, testing methods, acceptance criteria, documentation requirements, and frequency of testing for both coating and concrete repair work.

E. Mock-up or test section results demonstrating surface preparation methods, coating application techniques, and concrete repair procedures as required by the project specifications.

7.2 During Construction

The Contractor shall submit the following documentation throughout the duration of the project:

A. Daily work logs and progress reports documenting work performed, areas completed, personnel on-site, and any issues or delays encountered.

B. Material batch certifications and test reports for all coating materials and concrete repair products delivered to the site.

C. Coating thickness measurements and inspection reports documenting dry film thickness readings, adhesion test results, surface preparation acceptance, and compliance with specifications.

D. Photographic documentation showing conditions before work begins, work in progress, and completed work for all repair areas. Photos shall be dated and clearly labeled with location information.

E. Weather condition logs recording ambient temperature, surface temperature, relative humidity, and dew point at the start of work, every two hours during coating application, and at the end of each workday.

F. Any deviations from approved submittals, change requests, or unforeseen conditions requiring COR approval before proceeding.

7.3 Project Closeout

The Contractor shall submit the following documentation upon completion of all work:

A. Final inspection report with comprehensive photographic documentation of all completed repairs and coating applications.

B. As-built drawings showing actual locations of all concrete repairs, crack repairs, and coating work performed, including any deviations from original design documents.

C. Material warranties and certifications from manufacturers for all coating systems and concrete repair materials used on the project.

Building Exterior Repair Project 11

D. Maintenance and care instructions for all coating systems and repaired concrete surfaces, including recommended cleaning methods, inspection intervals, and touch-up procedures.

E. Final project report summarizing all work performed, materials used, testing results, and any issues encountered and resolved during construction.

F. Warranty documents including material manufacturer warranties and Contractor workmanship warranties as specified in Section 5.2.

All closeout documentation shall be submitted in both hard copy and electronic format (PDF) and shall be organized in a manner approved by the COR.

8.0 GOVERNMENT FURNIHSED DOCUMENTS

The Government will provide the following items to the Contractor:

A. Building access and keys as necessary to perform the work. The Contractor shall coordinate access requirements with facility management and comply with all security protocols.

B. Existing building drawings and specifications for reference purposes. The Contractor is responsible for verifying existing conditions and shall not rely solely on provided documents for accuracy.

C. Previous inspection and testing reports, if available, for informational purposes only. The Contractor shall conduct independent assessments as required by the project specifications.

D. Utilities including water and electricity for Contractor use during construction. The Contractor shall coordinate utility connection locations with facility management and shall be responsible for any temporary distribution required beyond connection points.

E. Designated staging and storage areas as coordinated with facility management. The Contractor shall maintain these areas in a clean and organized condition throughout the project duration.

The Government makes no warranty regarding the accuracy or completeness of furnished information. The Contractor shall verify all existing conditions and notify the COR immediately of any discrepancies.

9.0 CONTRACTOR-FURNISHED ITEMS

The Contractor shall furnish all items necessary to complete the work as specified in the project documents, including but not limited to:

Building Exterior Repair Project 12

A. The Contractor shall provide all labor, materials, equipment, and tools required to perform the work. All materials shall be new and of specified quality. All personnel shall be qualified and experienced.

B. The Contractor shall provide OSHA-compliant scaffolding, aerial lifts, and access equipment suitable for all work locations. Equipment operators shall be properly trained and certified.

C. The Contractor shall provide fall protection systems including personal fall arrest equipment, guardrails, safety nets, and related equipment compliant with OSHA regulations. All equipment shall be regularly inspected and maintained.

D. The Contractor shall provide power washing equipment, abrasive blasting equipment and media, hand and power tools, grinding equipment, and all consumables necessary to achieve specified surface preparation standards.

E. The Contractor shall provide spray equipment, brushes, rollers, mixing equipment, and accessories required to achieve specified coating thickness and quality.

F. The Contractor shall provide calibrated testing equipment including dry film thickness gauges, adhesion testers, environmental monitoring instruments, and crack measurement tools. Current calibration certificates shall be provided upon request.

G. The Contractor shall provide masking materials, drop cloths, barriers, dust containment systems, ventilation equipment, and all materials necessary to protect occupied spaces and adjacent areas during work.

H. The Contractor shall obtain all required permits and licenses for the work in compliance with federal, state, and local regulations. Copies shall be submitted to the COR prior to commencing work.

I. The Contractor shall provide insurance and bonding as specified in the contract documents, including general liability, workers' compensation, and performance and payment bonds. Certificates shall be submitted to the COR prior to work commencement.

10.0 SPECIAL REQUIREMENTS

10.1 Building Operations Coordination

The Contractor shall coordinate all work activities with facility management to minimize disruption to laboratory operations. Work hours shall be restricted to 7:00 AM to 5:00 PM, Monday through Friday unless otherwise approved by the COR. The Contractor shall limit noise and odor-generating activities in accordance with facility requirements and shall schedule particularly disruptive work during periods of minimal building occupancy.

The Contractor shall coordinate access to all work areas with building occupants and facility management. All emergency egress routes shall be maintained at all times, and alternative egress paths shall be established if primary routes are temporarily

Building Exterior Repair Project 13 obstructed. The Contractor shall provide advance notification to facility management and building occupants at least 48 hours prior to any disruptive activities including abrasive blasting, coating application, concrete grinding, or work that may generate significant noise, odors, or dust.

10.2 Protection Measures

The Contractor shall protect all adjacent surfaces, windows, doors, and building elements from damage during surface preparation and coating operations. Protection shall include masking, drop cloths, barriers, and other appropriate materials. All HVAC intakes shall be protected during coating work to prevent contamination of building air systems.

The Contractor shall protect existing landscaping and site features including plants, irrigation systems, paving, and site furnishings. Damaged landscaping or site features shall be repaired or replaced at the Contractor's expense. The Contractor shall manage vehicle and pedestrian traffic to maintain safe circulation around the facility, including provision of temporary walkways, signage, and barriers as necessary.

10.3 Environmental Controls

The Contractor shall implement dust control measures during all surface preparation and concrete repair activities. Measures shall include water suppression, vacuum systems, containment barriers, and other methods appropriate for work in occupied laboratory facilities. The Contractor shall prevent overspray during coating application through proper equipment selection, containment systems, and weather monitoring.

The Contractor shall implement stormwater pollution prevention measures in accordance with applicable regulations, including protection of storm drains, containment of wash water, and proper disposal of contaminated runoff. All waste materials shall be segregated by type and disposed of in accordance with federal, state, and local environmental regulations. Hazardous waste shall be properly labeled, stored, and disposed of through licensed waste haulers.

The Contractor shall control VOC emissions during coating application in accordance with California Air Resources Board regulations and local air quality management district requirements. Low-VOC or compliant coating products shall be used as specified in the project documents.

10.4 Quality Control and Testing

The Contractor shall engage an independent testing laboratory, if required by the project specifications, to perform material testing and quality verification. All testing shall be performed at the Contractor's expense unless otherwise specified.

Building Exterior Repair Project 14

The Contractor shall perform coating adhesion testing per ASTM D3359 at a frequency of [specify frequency, e.g., one test per 500 square feet or as directed by the COR].

Concrete repair materials shall be tested in accordance with applicable ASTM standards and manufacturer requirements. The Contractor shall verify surface preparation compliance with specified SSPC standards prior to coating application.

The following Government inspection hold points are established. The Contractor shall not proceed beyond these points without COR approval:

A. Surface preparation completion prior to coating application B. Primer coat application prior to subsequent coats C. Concrete crack repair completion prior to surface sealing D. Final inspection prior to project closeout

The Contractor shall notify the COR at least 24 hours in advance when work is ready for inspection at hold points.

11.0 PERIOD OF PERFORMANCE

The contract start date shall be established by the Contracting Officer upon contract award or Notice to Proceed. Substantial completion shall be achieved within 180 calendar days from the contract start date. Work areas include all locations indicated on the project drawings at the FDA Pacific Southwest Laboratory, 19701 Fairchild Road, Irvine, California. The Contractor shall confine activities within designated boundaries as coordinated with facility management.

Allowable working hours are 7:00 AM to 5:00 PM, Monday through Friday unless otherwise approved by the COR. No work shall be performed on federal holidays without prior written approval. Exterior coating work shall be scheduled between April and October for optimal weather conditions. Critical coating applications shall not be scheduled during winter months (December-February).

12.0 PLACE OF PERFORMANCE

All work shall be performed on-site at the FDA Pacific Southwest Laboratory, 19701 Fairchild Road, Irvine, California. The Contractor shall report to facility management upon arrival and comply with all site access procedures. Specific work locations and boundaries are indicated on the project drawings. Working hours and restrictions are specified in Section 11.0.

Building Exterior Repair Project 15

13.0 SECURITY REQUIREMENTS

The Contractor shall submit a site-specific safety plan addressing fall protection, chemical exposure, dust control, and emergency procedures in compliance with OSHA and FDA requirements. All personnel shall undergo background checks as required by FDA security protocols. Personnel information shall be submitted at least [specify timeframe] prior to work commencement.

All personnel shall obtain proper identification badges and comply with escort procedures as directed by facility management. The Contractor shall maintain Safety Data Sheets (SDS) for all materials on-site and comply with hazard communication requirements. Emergency contact information for the project superintendent and safety officer shall be provided to facility management and the COR.

All incidents, accidents, injuries, and property damage shall be reported immediately to facility management and the COR. Written incident reports shall be submitted within 24 hours. The Contractor shall ensure compliance with all security requirements, Common Access Card (CAC) requirements, and other security measures as instructed by the Agency

The contractor shall ensure compliance with security requirements, common access card requirements, and all other security measures instructed by the Agency.

14.0 QUALITY ASSURANCE SURVEILLANCE PLAN

The Government will conduct inspections at the following points: pre-construction meeting, surface preparation completion, primer coat application, intermediate and finish coat application, concrete repair completion, and final inspection. The Contractor shall notify the COR at least 24 hours in advance when work is ready for inspection at hold points. Work shall not proceed beyond hold points without COR approval.

Surface Preparation Acceptance: Surfaces shall meet specified SSPC-SP cleanliness levels and be free of contaminants.

Coating Application Acceptance: Coatings shall achieve specified dry film thickness with uniform coverage and meet ASTM D3359 adhesion requirements.

Concrete Repair Acceptance: Repairs shall be properly bonded with no voids or delamination and meet specified strength requirements.

The Contractor shall perform testing as specified in the project documents. Non-conforming work shall be corrected at the Contractor's expense. The Contractor shall

Building Exterior Repair Project 16 submit corrective action plans within 48 hours of identification. Final acceptance will be granted when all work is complete, punch list items are resolved, testing requirements are satisfied, and closeout documentation is approved.