ICE Rink SOW_DRAFT_1May 2025.docx

STATEMENT OF WORK

INSTALL NEW SYNTHETIC ICE RINK AT ADVENTURE PARK

GHLN25-1768

DRAFT DRAFT DRAFT

Prepared by:

90 Civil Engineer Squadron/CES F.E. Warren AFB, WY 82005 1 May 2025

United States Air Force

Contents

1) Overview

a) The contractor shall provide all documents, equipment, labor and materials to install a Synthetic Ice Rink at the Warren Adventure Park. The location is to the north-east of Building 2111 at F.E. Warren AFB, Cheyenne Wyoming, as shown in the image above.

b) The Contractor shall provide all labor, materials, equipment, transportation, and supervision necessary for the purchase and installation of the synthetic ice rink. This includes excavation, installation of tent structure, and installation of ice rink components and accessories as specified in this document.

2) Description of Work This project consists of leveling and compacting the work area and installing a synthetic ice rink and sheltering structure. The following information highlights the key portions of the work. Work will be performed as determined by the Contracting Officer or as indicated within the SOW. Work will be performed in a manner so as not to inhibit operations or access to the surrounding facilities.

a) Work on this project shall be separated into a base bid and one bid option. Construction operations for both should include the details listed below but are not limited to such.

b) BASE BID

i) Ground Preparation – Remove and stockpile any topsoil at a location as specified by the inspector. Grade and compact subgrade and if necessary, import base material to create a suitable site to support the Ice Rink. The finish grade of the base shall be above the surrounding area to assist with drainage.

The compaction of the subgrade material is incidental to the pay item. A modified proctor test will be required to determine the material’s maximum density and optimal moisture. The modified proctor test will be performed per ASTM D1557. Density testing is required at a frequency of 2 tests per each and every 1,000 SY increment of less of areas – with a minimum testing frequency of 2 tests per individual project area or phase. Density tests will be performed at random locations. Density reports and proctor test results are a required submittal. Compact the subgrade to at least 95% of maximum density, with the material between +2% and -4% of optimum moisture. The base material must meet WYDOT specifications Grade W, the gradation is included below.

ii) Rink Platform – Install plywood or other acceptable material to form the base for the ice rink, benches and skate shed to sit on. The material must be able to withstand the use and weather conditions of the site. The area of the platform will be at minimum 40 feet by 80 feet. Mats, rubber or other suitable material, will cover the area beneath the skate donning area to the entry point of the skating rink in order to protect the blades of the skates.

iii) Synthetic Ice Rink – Install a material suitable for a synthetic ice rink. The minimum dimensions for the rink shall be 60 feet by 30 feet. The rink shall function without cooling or water. The ice rink shall be surrounded by a wall approximately 3 feet (1 meter) in height.

iv) Equipment – The following equipment shall be provided by the contractor as necessary for the use and maintenance of the ice rink. Minimum quantities are shown in the table below.

7 gallons cleaning

v) Training – Training on the use, cleaning, and maintenance of the ice rink, skates and sharpener shall be provided by the contractor.

vi) Tent – Install a tensile fabric enclosure capable of withstanding 150 mph wind gusts. The tent shall extend slightly beyond the area of the platform in order to shelter the 40ft by 80ft from weather. Walls on the tent are optional. The tent shall be one solid color, tan is preferable but white is also acceptable. The height of the tent shall not exceed 20 feet except with permission from the Cultural Resource Manager.

c) BID OPTION

i) The Contractor shall connect to power provided at site and install two outlets, 110V, necessary to power skate sharpener and string lights. The outlets shall be weather resistant and installed near the skate shed. The Contractor shall provide string lighting compatible with outlet.

ii) The contractor shall coordinate with the Utility Provider (High West) on the install of the power line from BLDG 2111 to the site of the Ice Rink.

3) General Requirements

a) Protect areas next to limits of construction that are not to be removed and replaced such as sidewalks, trees, and utility lines.

b) Conduct all work in accordance with the Statement of Work and Specifications herein, all applicable codes, manufacturer’s recommendations, construction drawings and details. The contractor shall follow the F.E. Warren Air Force Base (AFB) Facility Standards.

c) The Contractor shall follow all Green Procurement mandates and submittal requirements. The government requires the use of recycled and recovered materials, bio-based products, energy and water saving projects, and environmentally preferable products. Energy Star, FEMP-designated, or EPA Water Sense labeled equipment, appliances, and fixtures are mandated in all cases unless specifically directed otherwise.

d) Comply with National Pollutant discharge Elimination System (NPDES) Regulations. Dispose of all waste generated by this project according to all applicable regulations off-base. Adhere to Storm Water Management Plan and Storm Water Pollution and Prevention Plan. The plan shall be prepared by the contractor if applicable and submitted for approval prior to commencement of work.

e) The Contractor is responsible to verify site conditions, measurements, quantities, and materials needed to complete this project prior to submitting a proposal, ordering materials, and starting work activities. All materials including those concealed or covered shall be new and of the most suitable and highest grade and type of the intended use unless otherwise indicated.

f) Install all materials in strict accordance with the manufacturer's printed instruction and details: rigid, secure, plumb, level, aligned, square and straight with suitable fastening devices.

g) The term “provides” means to furnish and install.

h) The term “replace” means remove existing material or items and furnish and install a similar new material as required to match existing adjacent material or items.

i) The Adventure Park area will be occupied throughout the duration of the project and children may be in the nearby area. Provide fencing, caution tape, signage, and safety barricade to block access to construction area.

j) All facility work must comply with the latest edition of the International Building Code (IBC), Unified Facility Criteria (UFC), and National Fire Protection Association codes (NFPA).

k) If any excavation or ground penetration is necessary, obtain 100% approval on a Dig Permit (AF Form 103) prior to any digging, trenching, or below grade construction work. The Contractor must maintain utility marking throughout the project. Contractor is responsible for extending/updating the dig permit until digging, trenching, or below grade construction work is completed. Dig permits require 14 business days to process and the contractor must show the cultural concurrence provided by 90 CES/CEN.

l) If any welding, cutting, grinding, brazing, torch, open flame, or spark generating equipment is utilized, the contractor shall obtain a “hot work” permit from the 90 CES/CEF Fire Department prior to commencing any such work. The Contractor or sub-contractor may be the holder of the permit. The permit will be openly displayed or in compliance with 90 CES/CEF Fire Department requirements. Contractor is responsible for extending/updating “hot work” permit until such work is completed.

m) Security Requirements: The security requirements will vary from building to building. Coordinate with 90 CES and the Contracting Office. There are no OPSEC requirements for this project.

n) Licenses and Permits: Follow Local, State, and Federal rules and regulations relating to licenses and permits required throughout the entirety of the project.

4) Period of Performance

a) The period of performance (PoP) is 120-calendar days, beginning at the issuance of the Notice to Proceed.

b) Site work hours shall be from 7:00 AM to 4:30 PM. Workdays are Monday through Friday except federal holidays and family days. Coordinate with the Project Manager and the Contracting Office for work outside of normal hours.

5) Work Area

a) Building 2111 (Antelope Café) will be occupied throughout the duration of the project. Closely coordinate with Construction Management and the Facility Manager to maintain access to the building.

b) During exercises, natural disaster, and national emergencies or for security reasons, the contractor may be required to vacate the work area.

c) All work areas will be cleaned of debris daily. Leave facility and work areas in a clean condition ready for use. All work shall be left free of blemishes and defects. Construction marks are not acceptable on any exposed finished surface. Pre-drill holes as necessary. Protect the existing facility, sidewalks, and landscaping from damage due to equipment or personnel. Promptly remedy all damage or loss thereto.

d) The FE Warren Adventure Park hosts several events throughout the year. Always maintain site safety fence to protect pedestrians from injury. Orange barrier fence is acceptable if it is properly secured and maintained at the construction boundary.

image1.jpeg image2.png