Aquatic Play Structure Installation
Project Information
- Bid Title
- Aquatic Play Structure Installation
- Issuing Agency
- Town of Warrenton
- Location
- Virginia
- Published Date
- Dec 22, 2025
- Closing Date
- Jan 22, 2026
- Government Level
- State & Local
- Status
- Closed
- Ref. #
- 26-005
- Original Source
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- Bid Documents
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- Project Description
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Bid Number: 26-005
Bid Title: Aquatic Play Structure Installation
Category: Invitation for Bid Status: Open Description: The Town of Warrenton (“Town”) is accepting bids from qualified, Class A contractors to provide for a complete turn-key demolition, removal, supply, and installation of one (1) new multi-level aquatic play structure consistent with the provisions contained herein.
Publication Date/Time: 12/22/2025 9:45 AM Closing Date/Time: 1/22/2026 1:00 PM Bid Opening Information: See IFB Pre-bid Meeting: N/A Contact Person: See IFB Related Documents: - Attachment Preview
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TOWN OF WARRENTON, VIRGINIAInvitation for Bid: Aquatic Play Structure InstallationIFB Number: 26-005Closing Date: January 22, 2026 at 1:00 PMALL BIDS MUST BE RECEIVED BY THE CLOSING DATE AND TIME TO BE CONSIDEREDPrior to the stated Closing Date and Time, Bidders may email bids to the Purchasing Agent at the email address listedbelow. Whether emailed or not, one (1) signed, hard-copy original as well as two (2) copies of the bid, including anyattachments, shall be timely mailed or delivered to:By Mail:Town of WarrentonPurchasing AgentP.O. Box 341Warrenton, VA 20188By Hand:Town of WarrentonPurchasing Agent21 Main StreetWarrenton, VA 20186All inquiries for information regarding procurement procedures, bid submission requirements, or otherfiscal/administrative concerns shall be directed to:Purchasing Agent21 Main StreetWarrenton, VA 20186Phone:email:540-347-1101procurement@warrentonva.govFor technical information relating to this IFB, please contact:Kelly Koernig, Dir. of Parks & Recreation Phone:800 Waterloo RoadWarrenton, VA 20186email:540-349-2520 x325kkoernig@warrentonva.govIn compliance with this Invitation for Bid and all the conditions imposed herein, the undersigned offers and agrees tofurnish the goods, services, and construction in accordance with the signed bid or as mutually agreed upon by subsequentnegotiations.CompanyName:PRINT/TYPE COMPANY NAMEDate:Address:Fax #:By:Title:Signature:PRINT/TYPE INDIVIDUAL’S NAMEPhone #:E-mail:FEIN/SSNCERTIFICATION PAGERETURN THIS PAGE WITH BID SUBMISSION1IFB 26-005 Aquatic Play Structure InstallationTOWN OF WARRENTON, VIRGINIAInvitation for Bid: Aquatic Play Structure InstallationIFB Number: 26-005Closing Date: January 22, 2026 at 1:00 PMALL BIDS MUST BE RECEIVED BY THE CLOSING DATE AND TIME TO BE CONSIDEREDI. PURPOSEThe Town of Warrenton (“Town”) is accepting bids from qualified, Class A contractors to provide for acomplete turn-key demolition, removal, supply, and installation of one (1) new multi-level aquatic play structureconsistent with the provisions contained herein.II. SCOPE OF SERVICESThe ultimate purpose of this project is to replace the existing, aging, aquatic play structure at the WarrentonAquatic and Recreation Facility (“WARF”). The new structure shall be a self-contained unit with featuresincluding, but not limited to: Interactive water features Two (2) waterslides Translucent barrier panels Maximum structure height of approximately 21’A. Contractor Minimum QualificationsBidder shall provide a resume demonstrating a minimum of five (5) years of experience in themanufacturing and installation of commercial aquatic play structures of similar size and scope. Biddershall also provide the contact information of three (3) previous clients on projects of similar size and scopeof that described in this RFP to include:1. Contact Name2. Entity Name3. Address4. Email5. Telephone NumberB. General Scope of Work1. Contractor shall be responsible for furnishing all labor, materials, equipment, and supervisionnecessary to successfully complete the following:a. Demolition & Removal/Disposal: Contractor’s price shall be inclusive of all costsassociated with the complete demolition, removal, and lawful disposal of the existingplay structure and its components.b. Concrete Site Work: Contractor shall augment the existing 6-inch concrete pad toachieve a final, minimum thickness of 12 inches. All concrete work must meet or exceedindustry standards.c. Plaster Repair: Contractor shall replaster any areas of the pool shell affected by thedemolition or installation, as needed. All plaster repairs shall use Diamond-Brite or apre-approved equivalent matching the existing finish.d. Installation: Contractor shall complete assembly, anchoring, and installation of the newaquatic play structure per all approved shop drawings and manufacturer specifications.e. Utility Connection: Contractor shall provide all final plumbing connections for the2IFB 26-005 Aquatic Play Structure Installationstructure. The structure shall be supplied by a separate, dedicated 25hp motor and pump(yielding 1515 GPM) which is separate from the pool’s recirculating system.f. Testing & Commissioning: Upon completion, Contractor shall test the full system,balance water flow to all features, and commission the structure for full operation,ensuring all components function as designed.g. Site Access & Maintenance: Contractor shall maintain a clean and safe work site,removing debris daily and provide appropriate barriers, signage and fall protection, asneeded, during all phases of construction. Access to all facility entrances, stairs, andelevators shall be maintained and available for public use.h. Schedule: Contractor shall provide a written, two-week look-ahead schedule to theDirector of Parks and Recreation (or their designated contact) each Thursday by 4:30 pm.Work shall be performed during WARF’s regular, operating hours which are: 5:00 am – 8:30 pm Monday – Friday; and 8:00 am – 6:00 pm Saturday & Sunday.Requests to work outside these prescribed timeframes shall be submitted in writing to theDirector of Parks and Recreation a minimum of 72 hours prior and must be approved bythe Town Manager.i. Materials: Contractor shall submit all materials for review to the Director of Parks andRecreation (or their designated contact) prior to ordering.C. Technical and Material Specifications1. General Construction:a. Anchoring: Structure must be anchored with a minimum 6-inch embedment for allanchoring bolts.b. Safety & Finish: All edges shall be machined to a rounded edge. All welds shall besmoothed, watertight, and factory pressure tested. Water spray nozzles shall be designedto prevent any protrusion or recess.c. Access: The structure shall have a locking device to allow authorized access to valveslocated underneath the deck.2. Structural Components:a. Tubing: Structural tubing shall be Type 316/316L stainless steel pipes, Schedule 10minimum, and highly resistant to corrosive environments.b. Support Posts: Main support posts shall be made of 4.5” (11.4cm) stainless steel pipe.3. Deck & Stairs:a. Material: All decks and stairs shall be constructed from 12 GA (.105” [2.6mm])minimum 304/304L stainless steel sheet, perforated for drainage.b. Coating: Deck and stair protective coating shall integrate an anti-skid surface suitablefor use by bare feet.4. Coatings & Finishes:a. Powder Coating: All stainless steel parts (except as noted) shall be coated with a superdurable grade heat-cured polyester powder coating. This coating must offer superior UV,gloss, and chemical resistance suitable for high-traffic, corrosive aquatic environments.5. Barriers & Safety Netting:a. Panels: Barrier panels shall be constructed from highly resistant and durablepolycarbonate material, ½” (12mm) thick minimum.b. Panel Features: Material shall be UV-treated, see-through (clear or with transparentcolored graphics), and designed to prevent climbing.c. Below-Deck Barriers: Where insufficient head clearance exists to circulate underneath,see-through barriers constructed from highly resistant and durable polycarbonate3IFB 26-005 Aquatic Play Structure Installationmaterial shall be installed to prevent access.d. Waterslide Netting: Waterslides without sufficient head clearance shall be blocked offwith netting. The netting shall be a black polyester netting with 2” (50mm) meshopenings.6. Fiberglass Waterslides:a. Waterslides: The Town is seeking to install two (2) of any of the following three (3)waterslide options:1. 22-inch (55.9 cm) Kiddie Slide(s);2. 30.75-inch (78.1 cm) Open Flume Slide(s); or3. 31.6-inch (80.2 cm) Closed Flume Slide section(s).b. Manufacturing: All sections shall be manufactured with an open mold hand lay-upprocess using high-quality isophthalic polyester colored gelcoat and a polyester resinsystem. Fiberglass reinforcements shall be “E” glass type.c. Standards: Standard flume sections shall comply with minimum material requirementsof Advancing Standards Transforming Markets (“ASTM”) F2376.d. Finish: The interior (riding surface) shall have a minimum 0.018 to 0.20-inch (0.45 to0.50 mm) gelcoat thickness with a 600-grit smooth finish. Exterior faces shall be coatedwith a color urethane UV protective coating.7. Feature Components:a. Nozzles: Nozzles shall be manufactured from lead-free brass, 316/316L stainless steel,and/or ultra-high molecular weight polyethylene (“UHMW”). Materials must be highlyresistant to UV, water, and corrosive environments and be exempt from hazardoussubstances.b. Toe Guards: Toe guards shall be constructed of a flexible, colored, and slip-resistantthermo-elastomer material. The material shall be highly resistant to UV and chemicalsand shall cover all anchoring hardware to prevent pinch points and protrusions.c. Hardware: All mounting and assembly hardware shall be made of high-corrosion-resistance 316/316L stainless steel grade.D. AestheticsFinal theme, colors, and any transparent graphic selections for the structure shall be chosen by the Directorof Parks and Recreation from the awarded Contractor’s available options.E. Submittals, Deliverables, and Warranties1. Submittals:a. Contractor shall provide complete shop drawings for review and approval by the facilitybefore any fabrication begins.2. Project Deliverables:a. Contractor shall provide two (2) complete sets of Operating and Maintenance (“O&M”)manuals for the structure and all components.b. Contractor shall provide comprehensive on-site staff training for the facility’smaintenance and operations team, covering operation, safety procedures, and routinemaintenance.3. Warranties:a. Contractor shall provide a minimum warranty for all components, to include:1. 10 Years: structural components2. 5 Years: coatings and finishes3. 2 Years: moving parts and nozzles4IFB 26-005 Aquatic Play Structure InstallationIII. SPECIAL TERMS AND CONDITIONSThe following Special Terms and Conditions shall govern this procurement:1. The Contract shall consist of this Invitation for Bid, incorporating the General Terms and Conditionsattached as EXHIBIT B; any Special Terms and Conditions, Exhibits, Appendices, Addenda, Plans,Specifications, and Attachments hereto; the bid submitted by the awarded Contractor; and a purchaseorder issued by the Town.2. Prices shall be submitted on EXHIBIT A. Bidder’s bid shall be firm and not subject to increase duringthe term of any contractual agreement arising between the Town and the successful Contractor as aresult of this IFB. Fees quoted shall be inclusive of all work to be accomplished by the Contractorunder this IFB. The Town of Warrenton will not pay for travel time, travel costs, lodging, vehiclerentals, or other related costs. These items are to be considered Contractor’s overhead and includedin the price quoted.3. Bids shall be binding for 60 days following the closing date.4. As-Builts, Specs, and reference photographs of the current site are attached hereto asATTACHMENT 1.5. All work shall conform to the Town of Warrenton Public Facilities Manual (“PFM”) and the VirginiaWork Area Protection Manual. Any work area not conforming to these specifications is subject to beshut down by the Town’s Director of Parks and Recreation.6. Contractor shall be responsible for keeping the work area clean and all materials and debris notintended for work shall be promptly removed. Any removed material shall be loaded at the time ofremoval and transported off site for disposal. Disposal is the responsibility of the Contractor.7. All work shall carry at least a one (1) year warranty on individual products that will continue to bewarranted for two (2) years after project completion. Contractor shall repair any deficiency withintwo (2) weeks from a written notice by the Town at no cost to the Town.8. Utilities: Contractor shall notify the Town in advance of commencing work thereon, and in the eventof the necessity of disrupting any utility or other services (such as, but not limited to, electricity, gas,water, sewage disposal, internet, etc.), the Contractor shall notify the appropriate official in charge ofsuch utility or other services and arrange for the disruption and restoration of such service in a mannerwhich will result in a minimum of inconvenience to the parties concerned. Notification must be givenat least 72 hours in advance of any utility disruption.i. Underground utility locations are not all shown and if so, are approximate. Contractor isrequired and responsible to coordinate with Miss Utility of Virginia prior to any excavationwork. Contractor shall field verify the vertical and horizontal locations of all existingutilities at least 48 hours prior to excavation. Differences shall be reported to the Townimmediately.9. Storage: Storage lay down areas shall minimize impact to operations of the WARF and shall not spillover to adjacent private properties. Special care shall be taken not to damage any existing items orprevent access to any private property and pedestrian trail. All storage areas shall be returned to5IFB 26-005 Aquatic Play Structure Installation
- Commodity Codes
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- NAICS 236220Commercial and Institutional Building Construction
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