Design Percent Completion: 100%

April 30, 2026

Statement of Work

REFURBISH WASH RACK FLOOR, F129

VANCE AIR FORCE BASE, OKLAHOMA

FACILITY PROJECT ID FP1020977

PREPARED BY ZEB MCCOLLUM

400 Young Road Vance AFB, OK 73705 580.213.7174

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INDEX

PART 1 GENERAL

1.01. PROJECT DESCRIPTION

1.02. INSTRUCTIONS TO BIDDERS

1.03. LOCATION OF WORK

1.04. SCOPE OF WORK

1.05. CHANGES

1.06. WARRANTY

1.07. SCHEDULE OF WORK

1.08. WORK RESTRICTIONS

1.09. CONTRACTOR’S REPRESENTATIVE

1.10. PROVIDED SERVICES AND UTILITIES

1.11. INSPECTION

1.12. EXCESS MATERIALS (EXCLUDING HAZARDOUS MATERIALS OR WASTE)

1.13. SPECIAL MATERIALS

1.14. MATERIALS

PART 2 EXECUTION

2.01. SITE SAFETY REQUIREMENTS

2.02. INSTALLATION

PART 3 SITE INFORMATION

PART 4 APPENDICES

4.01. APPENDIX A – SITE PHOTOS

4.02. APPENDIX B – BID FORM

4.03. APPENDIX C – DRAWINGS

4.04. APPENDIX D – SPECIFICATIONS

4.05. APPENDIX E – SCHEDULE E

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PART 1 GENERAL

1.01. PROJECT DESCRIPTION

A. The work covered under this Statement of Work shall consist of the removal and installation of new high-performance floor coating, expansion joint compound, repairing and leveling cracks, development of a floor striping plan, and any incidental work necessary to provide a complete and usable finished product. All surface preparation and high-performance floor coating installation shall be performed in strict accordance with

APPENDIX D – SPECIFICATIONS.

1.02. INSTRUCTIONS TO BIDDERS

A. As part of the bid package the Contractor shall submit a completed copy of APPENDIX B – BID FORM, along with all required documentation as stated in Sam.gov.

B. Owner reserves the right to reject any bid which does not completely satisfy the Statement of Work.

1.03. LOCATION OF WORK

A. Location of work to be accomplished under this statement of work is at Vance Air Force Base (AFB). Vance AFB is located three miles south of the City of Enid, Oklahoma. Facility 129 is located northwest of the intersection of Elam Road and Channel Street.

1.04. SCOPE OF WORK

A. The Contractor shall furnish all supervision, labor, equipment, consumable materials, supplies, tools, and other items to complete the construction as listed in the Scope of Work. All quotes shall include all shipping charges for completion of the project. The contractor will coordinate all work with ASRC Federal (ASRC) Construction Management prior to execution. The list of items below are to be considered the general Scope of Work for the project.

B. The Contractor shall field verify location of work, dimensions, and existing site conditions prior to commencing work. The Contractor shall contact ASRC Construction Management for any discrepancies with the Scope of Work.

C. The contractor is to remove existing floor coating and joint sealant and replace it with a high-performance, UFC compliant floor coating and joint sealant. Contractor is to repair any cracks, spalling, chips, uneven concrete, and paint striping lines in accordance to UFC guidelines. Additional details are described below:

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1. REMOVE AND REPLACE:

a. Existing floor coating, joint sealant, and cracks with new floor coating, joint sealant, and crack repairs.

1. Floor coating:

a. Floor Coating Specifications: The high-performance floor coating system must be explicitly rated for aviation hangar and wash rack environments.

The system must provide 100% resistance to aviation hydraulic fluids (including Skydrol), JP-8 aviation fuel, and standard aircraft cleaning solvents. The finished surface must include an integral non-slip/anti-skid aggregate appropriate for continuous wet operations.

b. Surface Preparation: Surface preparation must be performed via mechanical shot-blasting or diamond grinding to achieve a Concrete Surface Profile (CSP) of 3 to 5, or as strictly required by the coating manufacturer's specifications for heavy vehicular traffic prior to coating application.

c. Floor coating attributes to meet or exceed UFC requirements.

1. High-performance epoxy, multi-coat.

a. Abrasion resistant.

b. Impact resistant.

c. High Light Reflectance Value (LRV).

d. Chemical resistant.

e. Slip-resistant.

f. Floor color to match existing color.

g. Moisture vapor mitigation base/primer.

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d. Floor Markings and Striping Plan: The Contractor shall design, develop, and submit a comprehensive floor striping plan in accordance with UFC 4- 211-01 and local base safety regulations. The contractor shall field verify all required operational dimensions, wingspan clearances, and ground support equipment staging requirements to develop the design.

e. Protection of Static Grounds: The hangar floor contains embedded aircraft static grounding receptacles. The Contractor shall identify, mask off, and strictly protect all static grounding points prior to any surface preparation or coating application. Under no circumstances shall floor coatings be applied over the static ground receptacles. Upon completion, all grounding points must be clear, visible, and fully operational.

f. Drain Protection and Coating Terminations: The facility is a wet wash rack connected to an environmental Oil/Water Separator (OWS).

1. The Contractor shall completely seal and protect all floor drains and trench drains prior to any surface preparation. Absolutely no blast media, concrete dust, old coating debris, or chemical runoff shall be permitted to enter the facility's drainage system.

2. To prevent delamination from water intrusion, all coating terminations at trench drains, transition joints, and doorways must be properly "keyed-in" via saw-cut to a minimum depth and width of 1/4-inch as recommended by the coating manufacturer. "Feathering" the coating edge at water drainage points is strictly prohibited. The final coating shall not impede the existing floor slope to the drains.

2. Cracks:

a. Crack repair coating attributes to reflect floor coating attributes from 1.04.C.1.a.1.a.

b. Contractor to level floor where cracks are present.

3. Joints:

a. Joint repair material attributes to reflect floor coating attributes from 1.04.C.1.a.1.a.

4. Contractor is to mask and cover all surrounding areas and structures that are not having a new floor coating installed.

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D. The Contractor shall always maintain clean areas free of clutter and debris during construction. After the work is completed, clean site to preconstruction conditions, or better.

E. Protection of Government Property

Take special care to protect Government property. Return areas damaged as a result of construction under this contract to their original condition. In addition to FAR 52.236-9, Protection of existing vegetation, structures, equipment, utilities, and improvements, perform the following:

1. Remove or alter existing work or facilities in such a manner as to prevent injury or damage to any portion of the existing work or facilities to remain.

2. Repair or replace portions of existing work altered during construction operations to match existing or adjoining work, as approved by ASRC Construction Management. At the completion of operations, existing work must be in a condition equal or better than that which existed before any new work started.

F. Foreign Object Debris (FOD) Control on the Airfield

FOD Management shall be compliant with FAA Advisory Circular No. 150/5210-24, or latest applicable version.

1. Contractor shall maintain an inventory of tools, equipment, and other items on Contractor’s vehicles to comply with the flight and safety ground procedures.

Contractor shall check inventory daily, before and after work, to ensure that no tools, equipment, or any other items remain on the area at the end of the workday.

2. Contractor shall monitor, clean, and prevent FOD from propagating on the work area every day. The Contractor shall use a sweeper truck and/or any other means necessary to control and prevent FOD.

1.05. CHANGES

A. No oral statement by any person other than the Contracting Officer as provided in the Federal Acquisition Regulation (FAR) will in any manner or degree modify or otherwise affect the terms of this contract.

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1.06. WARRANTY

A. The Contractor shall provide a standard 1-year Warranty for all labor and material from date of the base’s acceptance of completion in accordance with Federal Acquisition Regulation (FAR) clause 52.246-21. For warranted items furnish the Manufacturer’s original warranty accompanied by a copy of the supplier’s receipt showing place of purchase, telephone number of supplier, address, delivery order if applicable and ticket number.

1.07. SCHEDULE OF WORK

A. The Contractor shall be responsible for establishing a schedule to meet construction time.

B. The Contractor shall submit a schedule of all project work in advance to ASRC Construction Management indicating all work activities including required interruptions of utilities, facilities activities, or traffic flow.

C. The Contractor shall complete work on this contract such that interferences to necessary activities within and adjacent to the construction site are minimized and all Government property and personnel are always protected from incidental damage.

D. The Contractor shall coordinate work of all trades to prevent any conflicts. The Contractor shall resolve any conflicts of components before proceeding with construction.

E. The Contractor shall submit a Schedule of Values to ASRC Construction Management for approval. Schedule of Values to be provided on AIA G702 or similar.

1.08. WORK RESTRICTIONS

A. EXISTING UNDERGROUND UTILITIES

Any underground utilities within the work areas will initially be located and identified with paint markings on the surface by Vance AFB personnel. The Contractor shall maintain all utility markings, after base personnel have located them, for the duration of the contract. The Contractor shall obtain an approved Air Force Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST before beginning any underground work. The Contractor shall notify ASRC Construction Management at least two weeks in advance of desired commencement of work. The Contractor is responsible for repairing any utilities damaged during construction.

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B. WORK HOURS, ACCESS, AND PASSES

All Contractor employees, including subcontractors, subcontractors' employees, suppliers, and suppliers' employees are required to comply with the Installation Security Requirements regarding personnel, vehicle, and equipment security passes and access to the jobsite. Nothing in the contract is to be construed in any way to limit the authority of the Commanding Officer to prescribe new, or to enforce existing security regulations governing the admission or exclusion of persons and the conduct of persons while on VAFB, including but not limited to, the rights of search of all persons or vehicles on the Installation.

1. Access to Buildings / Occupied Buildings: The Contractor may work in or around existing occupied buildings. The Contractor is responsible, via the ASRC Construction Management, to obtain access to building and facilities and arrange for them to be opened and closed. Do not enter the building(s) without prior approval of the ASRC Construction Management. Keep the existing buildings and their contents secure at all times. Provide temporary closures as required to maintain security.

2. Passes: Contractor employees and representatives performing work under this contract are required to be either United States citizens or documented legal residents (status verified by prime contractor) and have a Real ID driver’s license. All Contractor employees must obtain the required passes. Failure to obtain security and base access passes must not be a cause for contract performance time extension.

The Contractor is required to immediately turn in all terminated employee's passes to the issuing office.

3. Contractor Vehicles: All vehicles must display a valid state license plate and safety inspection sticker, if applicable, and must be maintained in good condition. The company name must be displayed in a clearly visible manner and size on each Contractor vehicle used in the course of work. Registration, proof of insurance and driver’s licenses are required to obtain a station vehicle pass.

4. Work Hours: Normal working hours are from 7:30 a.m. to 4:30 p.m., Monday through Friday. Night, Weekend (Saturday and Sunday) and Federal Holiday work will be subject to approval by the ASRC Construction Management. The Contractor must provide a written request of their intention to work outside of normal working hours to ASRC Construction Management at least 48 hours in advance of the specified time.

a. The Contractor shall perform all work during normal working hours except as otherwise approved to accommodate agreed upon "shutdowns" and other required "after hours" work. At no time will any facility have their services or utilities disrupted during normal working hours without prior approval from the ASRC Construction Management.

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5. Contractor employees must conduct themselves in a proper, efficient, courteous, and businesslike manner. Remove from the site any individual whose continued employment is deemed by the ASRC Construction Management to be contrary to the public interest or inconsistent with the best interests of National Security.

1.09. CONTRACTOR’S REPRESENTATIVE

A. Superintendent: A representative of the Contractor shall directly supervise accomplishment of this work. The representative will be responsible for coordinating all phases of work with the ASRC Construction Management. The representative shall always be on the job site when work is being performed and shall have authority to execute no cost field changes on behalf of the Contractor if agreed to by all parties involved.

1. Qualifications: Must have a minimum of 3 years of experience as a Superintendent on previous projects of similar size and complexity. Provide a Superintendent Resume for the proposed on-site Project Superintendent describing experience with references and qualifications to ASRC Construction Management for approval. ASRC Construction Management reserves the right to interview the proposed on-site Project Superintendent at any time in order to verify the submitted qualifications.

B. Quality Control (QC): A representative of the Contractor responsible for all quality control of the job site and will be held responsible by the ASRC Construction Management for the removal and installation of all products in accordance with the statement of work. The representative shall be competent and familiar with all phases of work under their authority.

1. Qualifications: Must have a minimum of 2 years combined experience as a Superintendent, Inspector, QC Manager, Project Manager, or Construction Manager on similar size and type construction contracts which included major trades included in this statement of work. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

C. A single representative of the Contractor for supervising the project, ensuring quality control (QC) and site safety is permitted provided that the representative is competent and familiar with all phases of work under their authority, and it is qualified to perform these duties.

D. Contractor Personnel: Provide ASRC Construction Management the name(s) of the supervisory person(s) authorized to act for the Contractor. Provide, and update as required, a list of the key personnel for the Contractor and Subcontractors including addresses and telephone numbers (main and cell) for use in the event of an emergency.

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1.10. PROVIDED SERVICES AND UTILITIES

A. All reasonable required amounts of electric power will be made available to the Contractor at the discretion of ASRC Construction Management from the nearest suitable and available connection.

B. All reasonable required amounts of water will be made available to the Contractor at the discretion of ASRC Construction Management.

C. The Contractor shall be required to provide their own latrines that are staked down to prevent being turned over.

1.11. INSPECTION

A. The work shall be conducted in accordance with the Statement of Work and is subject to the inspection of the ASRC Construction Management and Government Representative to ensure strict compliance with the terms of the statement of work.

1.12. EXCESS MATERIALS (EXCLUDING HAZARDOUS MATERIALS OR WASTE)

A. All waste materials resulting from execution of work shall become the property of the Contractor. The Contractor shall haul all non-hazardous waste off Vance AFB and dispose of it in a legal manner.

B. The Contractor shall be required to control all foreign object debris (FOD) from exiting the job site at all times.

C. At no time shall the Contractor dispose of any recyclable materials in the landfill. All recyclable material shall be taken to an approved recycling center at no cost to the government.

1.13. SPECIAL MATERIALS

A. Prohibited Material: The manufacturer of materials to be used shall certify the products do not contain mercury, toluene, chlorinated solvents, hydrolysable chlorine derivatives, ethylene base glycol ethers and their acetates, nor any carcinogen, as defined in 29 CFR

1910.1200. Materials used shall not contain lead and hexavalent chromium compounds.

B. At no time shall class 1 Ozone Depleting Chemical (ODC’s) be specified and shall not be used unless otherwise allowed by ASRC Construction Management.

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1.14. MATERIALS

A. All materials must meet the Buy American Act.

B. Material Submittals:

1. Copies of all materials and shop drawings are to be submitted to ASRC Construction Management and must be approved prior to purchasing any items.

2. All hazardous chemicals used on the project are required to have Safety Data Sheets (SDS) approved by the Vance Environmental Office prior to transport to the installation.

3. All hazardous waste generated by the project shall become the property of Vance AFB for legal disposal.

4. The Contractor shall use the Short-Term Hazardous Material Inventory and Usage Report Form to get Hazardous Materials authorized for use inside the fence.

5. Striping Plan Submittal: The Contractor shall submit a digital CAD file and PDF blueprint of the proposed floor striping plan to ASRC Construction Management for review and approval prior to the application of any floor markings.

6. Floor Coating Product Data: The Contractor shall submit manufacturer technical data sheets (TDS), Safety Data Sheets (SDS), and independent laboratory test results verifying Skydrol and aviation fluid chemical resistance for the proposed coating system to ASRC Construction Management and Environmental (CEV) for approval prior to procurement.

C. List of Materials

1. Refer to Section 1.04 Scope of Work, within this Statement of Work

2. Refer to APPENDIX C – DRAWINGS

3. Refer to APPENDIX D – SPECIFICATIONS

D. Material Delivery: The Contractor shall have all materials delivered during normal working hours and will have a representative present to receive shipments. The Contractor shall ensure all delivery vehicles have sufficient project information and are prepared to undergo inspection upon entering the Installation. This includes name and address of the project site, name of prime contractor and a point of contact for delivery.

Material will be delivered to a location for staging as approved by ASRC Construction Management.

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PART 2 EXECUTION

2.01. SITE SAFETY REQUIREMENTS

A. All work shall be done in compliance with the safety standards as defined in DAFMAN 91- 203, Air Force Occupational Safety, Fire, and Health Standards.

B. The Contractor shall comply with all applicable standards and provisions of the Occupational Safety and Health Act (OSHA) (29 CFR OSHA 1926).

C. The Contractor shall take all necessary and prudent safety precautions to ensure safety of the workforce and other exposed personnel.

D. The Contractor shall coordinate all requests for entry to the airfield or Air Force control/restricted areas through ASRC Construction Management.

2.02. INSTALLATION

A. Project Duration:

1. The total period of performance is 60 calendar days as described below.

a. Non-Performance Period: The Contractor shall have up to 45 calendar days of nonperformance for mobilization and material lead time. If material lead time exceeds this number of days, the nonperformance period may be extended with coordination of the ASRC Construction Management and approval by Contracting Officer.

b. Performance Period: All work shall be completed within 15 calendar days after obtaining a Notice to Proceed from the Contracting Officer.

2. Total Period of Performance: 60 calendar days.

B. Installation shall include all items listed in this statement of work, and any incidental work necessary to provide a complete and usable finished product.

C. Contractor shall remove equipment and material from the site upon completion of work as directed by ASRC Construction Management.

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PART 3 SITE INFORMATION

Figure 1: Project Location

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PART 4 APPENDICES

4.01. APPENDIX A – SITE PHOTOS

4.02. APPENDIX B – BID FORM

4.03. APPENDIX C – DRAWINGS

4.04. APPENDIX D – SPECIFICATIONS

4.05. APPENDIX E – SCHEDULE E

END OF STATEMENT OF WORK

FP1020977 Refurbish Wash Rack Floor, F129

APPENDIX A – SITE PHOTOS

FP1020977 APPENDIX A – SITE PHOTOS Refurbish Wash Rack Floor, F129

APPENDIX A – SITE PHOTOS

Figure 2: Floor Overview

Figure 3: Floor Overview

Figure 4: Floor Overview

Figure 5: Joints

Figure 6: Joints

Figure 7: Joints

FP1020977 APPENDIX A – SITE PHOTOS Refurbish Wash Rack Floor, F129

Figure 8: Joints

Figure 9: Joints

Figure 10: Joints

Figure 11: Joints

APPENDIX B - BID FORM

580.213.7174

APPENDIX B - BID FORM

Fac. Proj. ID: 1020977 Proj. Name: Refurbish Wash Rack Floor, F129

UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL

Base Bid

1 REFURBISH WASH RACK FLOOR - COMPLETE IN-PLACE LS 1 -$

2 Total Cost Base Bid -$

Address:

Phone Number: _______________________________________

E-mail address: _______________________________________

DateContractor's Name

Contractor's Signature

APPENDIX C – DRAWINGS

FACILITY 129 FLOOR PLAN

1/32" = 1'-0"

GENERAL NOTES

1. CONTRACTOR IS TO CONFIRM ALL DIMENSIONS.

KEYNOTES

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UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 CHANNEL STREET

SUITE 138

VANCE AIR FORCE BASE

ENID, OKLAHOMA

580.213.7076

DRAWING INTENDED TO BE 11"X17"1 12" ACTUAL SIZE

DRAWN BY:

CHECKED BY:

FP NUMBER:

DATE:

DESIGN STAGE:

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1 HANGAR FLOOR DEMO AREA

2 EQUIPMENT ROOM DEMO AREA

3 BARE CONCRETE HANGAR DOOR APPROACH

FRONT ENTRANCE4

183'-1"

99'-6"90'-9"

HANGAR DOORS5

5 56 6 6

FLIGHT LINE ENTRANCE6

8'-5"

LEGEND

WORK AREA

2'-6" 71'-9"

169'-9" 13'-1"

APPENDIX D – SPECIFICATIONS

FP1020977 APPENDIX D – SPECIFICATIONS Refurbish Wash Rack Floor, F129

APPENDIX D – SPECIFICATIONS

HIGH-PERFORMANCE WASH RACK FLOOR COATING

1. APPLICABLE PUBLICATIONS

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

• UFC 4-211-01: Aircraft Maintenance Hangars (for operational clearances and striping).

• UFGS 09 67 23: Resinous Flooring.

• SSPC-SP 13 / NACE No. 6: Surface Preparation of Concrete.

• ASTM D7234: Standard Test Method for Pull-Off Adhesion Strength of Coatings on Concrete.

• ASTM F2170: Standard Test Method for Determining Relative Humidity in Concrete Floor

Slabs Using In-situ RH (Relative Humidity) Probes.

2. MATERIALS & PRODUCTS

2.1 System Requirements

The contractor shall provide a multi-coat, high-performance resinous flooring system explicitly designed for heavy vehicular traffic, aviation maintenance, and continuous wet operations (wash rack).

2.2 Chemical Resistance

The cured coating system must exhibit zero degradation, softening, or loss of adhesion when exposed to JP-8 aviation fuel, standard aircraft detergents, and aviation hydraulic fluids (including Skydrol).

2.3 Slip Resistance

The topcoat must include an integral broadcast aggregate (e.g., aluminum oxide) to provide a non-slip, anti-skid surface suitable for continuous wet wash rack operations.

2.4 Color and Light Reflectance

The final topcoat shall be a standard aviation light gray or off-white, possessing a minimum Light Reflectance Value (LRV) of 60% to enhance visibility beneath the aircraft during wash operations.

FP1020977 APPENDIX D – SPECIFICATIONS Refurbish Wash Rack Floor, F129

2.5 Moisture Mitigation Primer

The system’s base coat/primer must be an aviation-grade Moisture Vapor Barrier (MVB) formulated to prevent coating delamination caused by hydrostatic pressure and moisture vapor transmission from the concrete slab.

3. EXECUTION

3.1 Environmental Conditions

Do not apply floor coatings unless the ambient temperature and substrate temperature are strictly within the manufacturer’s recommended tolerances.

3.2 Surface Preparation

All existing coatings, sealants, and contaminants must be completely removed. Concrete shall be mechanically prepared via shot-blasting or diamond grinding to meet SSPC-SP 13 / NACE No. 6 standards. The final prepared concrete must possess a Concrete Surface Profile (CSP) of 3 to 5, or as explicitly required by the coating manufacturer's technical data sheet.

3.3 Application

Apply primer, intermediate coats, and topcoats at the manufacturer's recommended Dry Film Thickness (DFT). Allow proper curing times between coats as dictated by the manufacturer.

4. QUALITY CONTROL & TESTING

4.1 Adhesion Testing

Prior to final acceptance, the contractor may be required to perform a pull-off adhesion test in accordance with ASTM D7234 to verify the coating system has properly bonded to the concrete substrate. Any areas failing the adhesion test must be removed and replaced at the contractor’s expense.

4.2 Moisture Testing

Prior to any coating application, the Contractor shall perform concrete moisture testing in strict accordance with ASTM F2170 to determine the internal Relative Humidity of the concrete slab. The Contractor must submit the documented RH test results to the Government. The moisture mitigation primer must be applied strictly according to the coating manufacturer's requirements for the recorded moisture levels.

APPENDIX E – SCHEDULE E

APPENDIX E

Item or Description of Item Product Data Shop Drawings Samples O&M MFG

REC COC WTY SDS MISC Date Received.

Date Approved

Date Disapproved

Date Resubmitted

Date Approved

Date Disapproved

1 Project Schedule

2 Schedule of Values

3 Warranties

4 O&M Manuals

5 Hazmat/SDS

6 Inventory of Installed Property

7 As-Builts

8 1.04.C.1.a.1.c.1.a Abrasion resistant coating

9 1.04.C.1.a.1.c.1.b Impact resistant coating

1.04.C.1.a.1.c.1.c High Light Reflectance Value (LRV) coating

Schedule E

To Be Completed by ASRC/CEEC DATE: April 2026FP1020977 - Refurbish Wash Rack Floor

COC = Certificate of Compliance MFG REC = Manufacturer's Recommendations MSDS = Material Safety Data Sheet WTY = Warranty Data

APPENDIX E

Item or Description of Item Product Data Shop Drawings Samples O&M MFG

REC COC WTY SDS MISC Date Received.

Date Approved

Date Disapproved

Date Resubmitted

Date Approved

Date Disapproved

Schedule E

To Be Completed by ASRC/CEEC DATE: April 2026FP1020977 - Refurbish Wash Rack Floor

11 1.04.C.1.a.1.c.1.d Chemical resistant coating

12 1.04.C.1.a.1.c.1.e Slip-resistant coating

13 1.04.C.1.a.1.c.1.f Color matched paint coating

14 1.04.C.1.a.1.c.1.g Moisture vapor mitigation base/primer

COC = Certificate of Compliance MFG REC = Manufacturer's Recommendations MSDS = Material Safety Data Sheet WTY = Warranty Data

4. Contractor is to mask and cover all surrounding areas and structures that are not having a new floor coating installed.

5. Contractor employees must conduct themselves in a proper, efficient, courteous, and businesslike manner. Remove from the site any individual whose continued employment is deemed by the ASRC Construction Management to be contrary to the public inter...

D. Material Delivery: The Contractor shall have all materials delivered during normal working hours and will have a representative present to receive shipments. The Contractor shall ensure all delivery vehicles have sufficient project information and ...

2. Total Period of Performance: 60 calendar days.