(1) SOW Upper Tennis Court Repairs.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

UNITED STATES COAST GUARD ACADEMY

NEW LONDON CONNECTICUT 06320

SPECIFICATIONS FOR

UPPER TENNIS COURT REPAIRS AND REFINISHING

PROJECT NUMBER: 11239571

Public Works Officials Signature Date CWO4 Tom Huffman

PROJECT MANAGER

LT Cory Fagan

PUBLIC WORKS OFFICER

04/01/2020

04/01/2020

TABLE OF CONTENTS

SECTION TITLE PAGE

DIVISION 01 - GENERAL REQUIREMENTS 1

01.10.00 – GENERAL PARAGRAPHS 1

01.33.00 – SUBMITTALS PROCEDURES 3

01.35.29 – HEALTH AND SAFETY PROCEDURES 4

01.40.00 – QUALITY REQUIREMENTS 5

01.74.43 – WASTE MANAGEMENT AND DISPOSAL 6

DIVISION 11 – EQUIPMENT 7

11.66.23 – ATHLETIC EQUIPMENT 7

DIVISION 32 – EXTERIOR IMPROVEMENTS 8

32.18.23 – TENNIS COURTS 8

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 - GENERAL PARAGRAPHS

PART 1 GENERAL

1.01 SCOPE OF WORK: The Contractor shall provide all equipment, labor, materials, supervision and transportation necessary to complete crack repair, resurfacing, refinishing (with color change) and the addition of athletic padding to the CGA Upper Tennis (3 court battery) Courts

1.02 LOCATION: United States Coast Guard Academy at 15 Mohegan Avenue, New London, CT 06320.

1.03 CONTRACT OFFICER'S REPRESENTATIVE: The term COR is an abbreviation for “Contracting Officer’s Representative”. The COR is appointed by the Contract Officer (KO). The COR ensures that all the technical requirements are met by the Contractor.

The COR cannot make contract changes or amendments. Only the KO has authority make contract changes.

1.04 PROJECT MANAGEMENT:

A. SITE VISIT: Bidders are expected to visit the project site to make a survey of the conditions to be encountered, which may affect the cost of the performance of the project. Failure to familiarize with the conditions shall not relieve the awarded Contractor from the responsibility for full completion of the project. Interested Contractors are encouraged to contact Tom Huffman (office) 860.444.8554 or by e-mail at Thomas.I.Huffman@uscg.mil to schedule a site visit. The Contractor shall verify dimensions, linear footages, square footages, and site conditions and advise the COR of any discrepancies found prior to bidding on this project.

B. SECURITY: The Contractor shall provide a list of all on-site personnel, including Sub-Contractors to the COR. Contractor personnel shall have photo identification at all times while working on Coast Guard facilities.

C. WORKDAY: Typically, Contractor activities are conducted between the hours of 0730 and 1600 local time Monday through Friday excluding all Federal holidays. All work hours will be schedule around planned Government operations. Restricted work hours or workdays will be determined following the award of this contract.

Coordination of work schedule will be between COR and Contractor.

D. NOTIFICATION OF START AND COMPLETION OF WORK: The Contractor shall not commence work until all materials are available to complete the project and upon notification to proceed from the Government. Contractor shall contact the COR if they have any questions in relation to the project. The Contractor shall make COR aware of any lead times. The Contractor is required to complete the entire project under this contract ready for use on the dates negotiated by the COR and Contractor.

The awarded Contractor shall provide the Contract Officer with all necessary documentation requests prior to starting. Targeted period of performance is not to exceed August 01, 2020.

1.05 CONTRACTOR USE OF FACILITIES:

A. DELIVERY, STORAGE AND HANDLING: Comply with Manufacturer's delivery recommendations of materials to project site. Packages shall be marked with clear labels and unopened. Store materials in protected areas against damage from moisture, humidity, temperature extremes, surface contamination, and other causes.

The Contractor is responsible to store materials in a way that it will prevent damage.

The Government will not be responsible for the security of the Contractor’s storage material and equipment, either inside or outside of Government buildings. See COR for storage location. Inspect for damage and do not accept or install deficient materials. Carefully handle new materials to prevent ripping or other damage

B. PARKING: The Contractor is authorized parking at the Academy during the performance of the project. Overnight parking is not authorized. See COR for parking arrangements.

C. SMOKING: The Coast Guard Academy has a very strict smoking policy that limits smokers to 4 smoking areas on campus. See Appendix A provided for smoking locations.

D. UTILITIES: Water at household pressures and electricity at 120V @ 15A are available at no cost to the Contractor. Utility connections and disconnections shall be the responsibility of the Contractor. Additional utilities beyond what the Academy provides shall be the responsibility of the Contractor. The Contractor upon completion of work shall remove all equipment promptly.

E. RESTROOM FACILITIES: Toilet facilities designated for use by the Contractor’s personnel shall be specified by the COR. Keep facilities clean and free of nuisance at all times.

F. ROADWAYS: Keep roadways serving the premises clear and available to the Government and the Government’s employees at all times. Do not use parking areas for storage of materials.

1.06 DRAWINGS: TE1 Upper Tennis Court provided in package.

PART 2 PRODUCTS

(Not Used)

PART 3 EXECUTION

(Not Used)

END OF SECTION 01.10.00

01.33.00 – SUBMITTALS PROCEDURES

PART 1 GENERAL

1.01 SUMMARY: This Section includes the administrative and procedural requirements of handling submittals.

1.02 GENERAL

A. FORWARDING: The Contractor shall forward all submittals to the COR by e-mail or hard copy.

B. APPROVAL: The COR will reply with an approval or disapproval of submittals within 10 calendar days after receipt.

C. RESPONSIBILITY FOR SPECIFICATIONS: Approval of submittals, corrections and/or comments made during the review does not relieve the Contractor from compliance with these requirements specified herein.

1.03 GENERAL SUBMITTALS:

A. ACCIDENT PREVENTION: The awarded Contractor should have in their possession a copy of their company’s “Accident Prevention” or “Injury and Illness Prevention Plan”.

B. CERTIFICATION: Authorized Applicator certificate from the surface system Manufacturer.

C. HAZARDOUS MATERIAL IDENTIFICATION: Submit the most current Safety Data Sheets (SDS) for any materials defined as hazardous. One copy of each SDS (or maybe still called MSDSs) shall be submitted to the COR no later than the delivery date of the product.

1.04 SPECIFIC SUBMITTALS

A. TENNIS SURFACE DATA: For each type of product indicated. Include Manufacturer specifications for components, color charts and installation instructions.

B. PADDING PRODUCT DATA: Submit Manufacturer's published product data, including color options and installation instructions. Submit Manufacturer’s standard warranty.

C. SURFACE SYSTEM PRODUCTS: Submit specification sheets for all coating and repair application products.

PART 2 PRODUCTS

(Not Used)

PART 3 EXECUTION

(Not Used)

END SECTION 01.33.00

01.35.29 – HEALTH AND SAFETY PROCEDURES

PART 1 GENERAL

1.01 SUMMARY: This Section applies to all necessary requirements taken by the Contractor to comply with the health and safety requirements listed herein.

1.02 EPA/OSHA REGULATIONS: During the performance of all work under this contract, the Contractor shall comply with all federal, state and local EPA/OSHA laws and regulations.

1.03 OCCUPATIONAL HEALTH: William-Steiger Occupational Safety and Health Act of 1970, Public Law 91-596; Part 1926 – Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations (29 CFR Part 1926).

1.04 SUPPLIED SAFETY EQUIPMENT: The Contractor (or Sub-Contractors) shall supply their employees with the required safety protection as appropriate for the work assigned.

1.05 HOT WORK: Obtain hot work permits from the USCGA Fire Chief (Senior Chief Donny Bechtler) @ 860.444.8559 or Duty Engineer @ 860.625.1166 when any type of hot work is required. The Contractor shall protect the surrounding areas when performing hot work. The Contractor shall be responsible for the repair of any damage done to the surrounding areas caused by hot work accidents and/or negligence. The Contractor shall provide a fire extinguisher for all hot work operations and have it nearby the work area within reach. The Contractor shall provide a Fire Watch. See COR for assistance in obtaining a hot work permit.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROTECTION BARRIERS: The Contractor shall provide and set up barriers and/or signs near work area to prevent unauthorized entry.

3.02 PERSONAL PROTECTIVE EQUIPMENT (PPE): Contract Employees shall wear properly fitted PPE in accordance with the safety measures dictated by the type of work they are performing.

END OF SECTION 01.35.29

01.40.00 – QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY: This Section includes administrative and procedural requirements for quality assurance (QA) and quality control (QC).

1.02 QUALITY ASSURANCE (QA):

A. MANUFACTURER QUALIFICATIONS: All manufacturing Firms shall be experienced in manufacturing products or systems similar to those specified for this project herein and with a record of successful in-service performance, as well as sufficient production capacity to produce the required units.

B. INSTALLER QUALIFICATIONS: The Contractor(s) shall be an experienced installer(s) who is/are experienced in repairs and restoration of athletic tennis courts.

At a minimum, work shall comply with the requirements of:

1) United States Tennis Association (USTA): Friend at Court (FAC), Handbook of Rules and Regulations, 2017.

2) International Tennis Federation (ITF).

3) Intercollegiate Tennis Association (ITA).

4) American Sport Builders Association (ASBA).

1.03 QUALITY CONTROL (QC):

A. CONTRACTOR WARRANTY: The Contractor shall warranty their installation workmanship for a period of one (1) year. The Primary Contractor shall pay all repair expenses and be responsible for all Sub-Contractor work.

B. RESPONSIBILITY FOR GOVERNMENT PROPERTY: Repairs at no cost to the Government property in the work area shall be the Contractor's responsibility if the Contractor damages it.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 INSPECTION: The Contractor shall make a request to the COR for an inspection to determine if all of the technical requirements of the tennis court project have been met.

The COR may prepare a Punch List for items that do not meet the technical requirements.

Items on the Punch List shall be corrected before the COR will notify the KO of project completion.

3.02 REPAIR AND PROTECTION: Protect exposed and surrounding finishes from being damaged. Repair, remove and/or replace defective Contractor project work. Repairing includes replacing defective parts, refinishing damaged surfaces and touching up with matching materials. Replace damaged or worn items that cannot be repaired or restored.

END OF SECTION 01.40.00

01.74.19 – WASTE MANAGEMENT AND DISPOSAL

PART 1 GENERAL

1.01 SUMMARY: This Section includes administrative and procedural requirements for the disposing of non-hazardous project waste and housekeeping.

1.02 WASTE OWNERSHIP: Refuse, excess materials and/or waste materials resulting from the project operations shall become the property of the Contractor and shall be recycled and/or disposed of off Government property.

1.03 GOVERNMENT TRASH RECEPTACLES: Government trash receptacles shall not be used from this project unless prior approval from the COR is given.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 WASTE GENERATION: Remove project waste materials, scrap material, dust debris and product packaging from the work area. Promptly dispose of waste materials. Do not allow materials to accumulate on the project site. Dispose project waste offsite in accordance with authorities having jurisdiction.

3.02 HOUSEKEEPING:

A. DAILY: The Contractor shall clean up the work area after the end of each workday.

B. COMPLETION: Upon completion of the project, the Contractor shall remove all debris, scraps containers, surplus materials and other foreign matter. Leave site in a clean and orderly condition.

END OF SECTION 01.74.19

DIVISION 11 - EQUIPMENT

11.66.23 – ATHLETIC EQUIPMENT

PART 1 GENERAL

1.01 SUMMARY: This Section applies to all work required for the selection, fabrication and installation of exterior athletic wall matting.

1.02 EXISTING MATERIAL: Padding was secured with 1/4-20 studs imbedded in the concrete on the opposite face of vertical covering with Velcro at the bottom. Padding sections were approximately 4’-0” wide with the capability of folding the top (12”) horizontal along with the bottom vertical (51-1/4”). This clause serves as a guide only.

PART 2 PRODUCTS

2.01 EXTERIOR WALL PADDING:

A. MANUFACTURER: Obtain athletic padding products from one Manufacturer.

B. MATERIAL: Wall padding construction shall be of 3-1/4" thick, high impact polyethylene 19-ounce weather resistant vinyl, grommet flap attached. Supply new heavy-duty padding manufactured to taper where the wall angles to the stairs.

C. DIMENSIONS: Approximately 103’- 0” (l) X 4’-5” (h) side 103’- 0” (l ) X 1’-0” (w) top.

D. MOUNTING TYPE: 1/4-20 stainless steel studs at the top with Velcro strips that the bottom of the wall for a semi-permanent attachment.

E. COLOR OPTIONS: To be determined by the COR and Customer.

PART 3 EXECUTION

3.01 INSTALLATION: Install athletic wall padding in accordance with the Manufacturer's instructions at locations indicated on drawings. Secure to wall with fasteners of type, size and spacing as recommended by Manufacturer. Neatly make cutouts at the factory or in the field for items on wall and seal with matching vinyl fabric or using molded outlet trim where feasible.

3.02 CLEANING: Do not use harsh cleaning materials or methods that would damage finish.

Repair minor damages to finish in accordance with Manufacturer's instructions. Remove and replace damaged components that cannot be successfully repaired, as determined by the COR.

END OF SECTION 11.66.23

DIVISION 32 – EXTERIOR IMPROVEMENTS

32.18.23 – TENNIS COURTS

PART 1 GENERAL

1.01 SUMMARY: This Section includes requirements for approximately 1,042 linear feet of crack repairs and 16,240 SF of court color change of and associated coatings.

1.02 PERFORMANCE REQUIREMENTS: Provide repairs conforming to all promulgated rules and guidelines published by the regulatory agencies and trade association referenced in QUALITY REQUIREMENTS/1.02/B. Repair surfaces shall conform to the guidelines of the ASBA for planarity. All repair products shall be made by a single Manufacturer.

1.03 RESTRICTIONS FOR CRACK REPAIR & COATING MATERIALS: Follow Manufacturer’s instructions for weather/temperature restrictions and minimum curing times before follow-on applications.

PART 2 PRODUCTS

2.01 CRACK REPAIR SYSTEM: Flexible, multi-layered overlay repair system designed specifically for long-term repair of cracks in asphalt tennis courts (e.g. RiteWay Crack Repair System, Armor Crack Repair System).

2.02 ACRYLIC PATCH BINDER: High strength acrylic latex bonding liquid specifically designed for field mixing with Portland cement and silica sand to patch asphalt recreational surfaces. Percent solids by weight: 45% minimum. Basis of Design: Court Patch Binder 920-39 as manufactured by Deco Surfacing Systems or equal.

2.03 ACRYLIC RESURFACER: Concentrated 100% acrylic latex binder designed for field mixing with silica sand. Percent solids by weight: 25% minimum. Basis of Design:

California Acrylic Resurfacer 920-29 as manufactured by Deco Surfacing Systems.

2.04 ACRYLIC COLOR SYSTEM:

A. TEXTURE COURSE: Sand-filled, 100% acrylic emulsion designed for tennis courts.

Basis of Design: SportMaster ColorPlus Pigment Dispersion and Neutral Concentrate with Sand as manufactured by ThorWorks Industries. Colors: Light Green and Dark Green.

B. FINISH COURSE: Fortified, high performance acrylic emulsion designed for use as a top coat for tennis courts. Basis of Design: SportMaster ColorPlus Pigment Dispersion and Neutral Concentrate as manufactured by ThorWorks Industries.

Colors: Light Green and Dark Green.

C. MATERIAL CONTENT: All surfacing materials shall be non-flammable and have a VOC content of less than 100g./ltr (measured by EPA method 24). Local sands are not acceptable in the color for playing surface. Incorporate sand mixture at the manufacturing location to insure quality and stability.

2.05 LINE MARKING PAINT: Reflective, 100% acrylic resin textured with rounded silica sand. Basis of Design: Hi-Hide Line Paint 920-22, as manufactured by Deco Surfacing Systems.

PART 3 EXECUTION

3.01 PREPARATION: Protect, remove and/or relocate all items necessary to accommodate the project. Thoroughly clean areas to be repaired via compressed air, pressure washing, and any other cleaning requirements recommended by the repair system Manufacturer.

3.02 CRACK REPAIR SYSTEM: Install crack repair system per Manufacturer’s written instructions, including cleaning, filling, buffing and application of overlay system.

3.03 ACRYLIC PATCH BINDER: Install as per Manufacturer’s instructions. Do not install in lifts greater than ¾”. Allow a minimum of 24 hours curing time between applications.

3.04 ACRYLIC RESURFACER: Mix and apply per Manufacturer’s instructions. Surfaces must be free of dirt and any other debris or foreign matter that may prevent adhesion.

3.05 COLOR CHANGE: Change the orange areas to light green, and change the blue areas to dark green.

3.06 ACRYLIC COLOR SYSTEM: Mix and apply one application of texture course and one application of finish course per Manufacturer’s instructions. Mechanical mixers in lieu of hand mixing per Manufacturer’s recommendations shall perform mixing. Coat the entire area to ensure court color change.

3.07 LINE MARKING PAINT: Provide new lines. Tape marked areas to insure a crisp line.

Line paint shall have a texture similar to the surrounding play surface. Maintain existing dimensions.

3.08 PROTECTION: Protect coated areas during drying and curing. Ensure gates are secured and signage is posted to prevent use until final acceptance by the Government.

3.09 PHOTOS:

A. LOOKING NORTHEAST

END OF SECTION 32.18.23