1-26-010 Bid Packet.pdf

Purchasing Department 1714 Schmidt Dr.

Pecos, TX 79772

NOTICE TO INTERESTED PARTIES

The Purchasing Department is receiving sealed bids at 1714 Schmidt Dr. Pecos, Texas 79772 before 11:00 A.M (CST) Monday, June 22, 2026 to be opened at the Purchasing Department Office at 11: 05 AM (CST) on the same day.

Mark Sealed Envelope:

“ITB NO. 26-010”

Purchase of Slides for Indoor Waterpark

Proposals should be typed or printed in ink. Proposals shall be placed in a sealed envelope, with the cover page manually signed by a person having the authority to bind the firm in a contract and marked clearly on the outside as shown above. Facsimile transmittals and email submitted bids will not be accepted. Loss runs and history for insurance proposals are provided where available.

Do not contact the requesting department. Any questions or additional information required by interested vendors must be emailed to bidquestions@reevescounty.org before Monday, June 15, 2026. Bid number and title must be on the “Subject Line” of the email. Attempts to circumvent this requirement may result in rejection of the bid as non-compliant.

Any changes in the specifications will be posted on the Bonfire portal as an addendum. It shall be the bidder’s responsibility to check the portal prior to the opening date to verify whether any addendums have been posted.

Reeves County appreciates your time and effort in preparing a bid. All proposals must be received in the Purchasing Agent’s Office before opening date and time. Bids received after the deadline will not be considered for the contract, and shall be considered void and unacceptable.

Award of the proposals is tentatively scheduled for 10:00 a.m. (CST), in Commissioners’ Court, Monday, July 13, 2026, Third Floor Courtroom of the Reeves County Courthouse. You are invited to attend.

Reeves County has united with Bonfire Interactive, an online E-bidding and procurement software platform, for vendor registration, solicitation notification and electronic bid submission.

The vendor registration portal is now open allowing vendors to register for bid alerts.

Note that vendors who are not registered with Bonfire will not be notified of Reeves County solicitations and will not be able to access solicitations until registration is complete.

Lucero Sandoval Purchasing Agent mailto:bidquestions@reevescounty.org

26-010 2

INVITATION TO BID

No. 26-010

PURCHASE OF SLIDES FOR INDOOR WATERPARK

SCHEDULE

Notices Published: June 4 & 11, 2026 Questions Due: June 15, 2026 Proposals Due: June 22, 2026 before 11 AM CST Tentative Award Date: July 13, 2026 Issued by: Lucero Sandoval, Purchasing Agent

The County of Reeves does not discriminate on the basis of race, color national origin, sex, religion, age and disability in employment or the provision of services.

The County reserves the right to terminate this process at any time and no guarantee is expressed or implied that obligates the County to contract for the proposed project.

OFFERORS NOTE

1. Carefully read all instructions, requirements and specifications.

2. Fill out all forms properly and completely.

3. Submit bids/proposals with all appropriate required documents.

26-010 3

VENDOR ACKNOWELEDGEMENT

ITB 26-010

PURCHASE OF SLIDES FOR INDOOR WATERPARK

Submissions will be accepted as hard copy or electronically via Bonfire Portal

The undersigned hereby certifies that he/she understands the specifications and any addendums, has read the document in its entirety and the prices submitted in this bid/proposal have been carefully reviewed and are submitted as correct and final. If Bid/Proposal is accepted, proposer further certifies and agrees to furnish any or all products/services upon which prices are extended at the price offered, and upon conditions in the specifications of the Invitation for Bid/Proposal.

The undersigned hereby certifies the foregoing proposal submitted by the company listed below hereinafter called "Bidder" is the duly authorized agent of said company and the person signing said proposal has been duly authorized to execute the same. Bidder affirms that they are duly authorized to execute this contract; this company, corporation, firm, partnership or individual has not prepared this bid in collusion with any other Bidder; and that the contents of this bid as to prices, terms or conditions of said bid have not been communicated by the undersigned nor by any employee or agent to any other person engaged in this type of business prior to the official opening of this bid.

Company Name

Address of Principal Place of Business

City, State, Zip

Remittance Address

City, State, Zip

Phone of Principal Place of Business

Active Sam Registration Y N

Acknowledgement of Addenda

(Please circle EACH acknowledged Addendum(s))

#1 #2 #3 #4 #5

Authorized Representative Name

Email Address of Representative

Authorized Representative Title

Authorized Signature

Date

***THIS MUST BE THE FIRST PAGE ON ALL BIDS***

Reeves County is requesting proposals for the design, engineering, supply, and installation of aquatic play structures, water slide complex, spray features, and surf side for the proposed Reeves County Waterpark

Section 1

Reeves County is requesting proposals for design engineering, and supply of a Play Structure Complex for the Reeves County Waterpark.

1.1. Our goal is to:

1.1.1. Deliver the best quality and durability

1.1.2. Provide a value driven water ride solution

1.1.3. Provide flexibility in design

1.1.4. Promote a creative approach

1.2. The objective of this Request for Proposal (RFP) is to locate a qualified source that will provide the best overall value to the project. While price is a significant factor, other criteria will form the basis of the award decision, as more fully described in the Evaluation Factors section of this Request for Proposal below.

2. Project Description

2.1. Location

Reeves County Waterpark is a new waterpark facility located in the City of Pecos, in Reeves County TX.

2.2. Theming

The basis of design for the park is a contemporary Texas rodeo theme with a mix of stylish design and Texas Charm. See Appendix A.

2.3. Attractions

Aquatic attractions to be included in this RFP are:

2.3.1. Play Structure Complex

3. Vendor shall respond to this RFP via email. Proposal and all questions shall be sent to:

Lucero Sandoval

Purchasing Agent

Reeves County

E: lsandoval@reevescounty.org

T: 432.287.0222 Option 7

4. Project Scope

The scope of the project involves the design, engineering, supply, delivery, installation, and commissioning of a new play structure. All components shall be designed, supplied, and installed by the Vendor and shall be included in the bid. Coordination of all structural loads and reactions are to be provided by the Vendor to Reeves County and their design engineer/architect. Concrete footings and/or foundations will be constructed by the pool contractor and designed by the Vendor. The mailto:lsandoval@reevescounty.org

Vendor shall supply all anchor bolts, templates for bolt patterns, and embedment plates for foundations.

Motive water piping, spray feature piping and water treatment will be provided by pool contractor as designated by the Vendor and based upon engineering drawings provided by Water Technology, Inc. (WTI). The Vendor’s scope shall also include spare parts, freight (including delivery to the site), insurance, duty, 24-month warranty, on-site supervision for entire duration of the install - including relevant work performed by Owner’s forces, commissioning, training, certification and O & M manuals.

4.1. NOTE: The assumption for this ride RFP is that concrete foundation and columns shall extend 0’-6” above grade as a basis of design.

4.2. Colors should be bid as premium

4.3. Acceptance of the bid is contingent on the following acceptance criteria:

4.3.1. The vendor, in providing its bid, warrants that it is licensed to do work in Reeves County, the City of Pecos, and the State of Texas and holds appropriate professional registrations, meets the project’s insurance requirements, and will meet local requirements by authorities having jurisdiction.

4.3.2. The Vendor shall indemnify and hold harmless the Architect/Engineer (WTI), Project Contractor and Parkhill Architects from all actions caused by or related to the design, patents, fabrication, and installation of the work of this specification section.

4.3.3. The vendor shall obtain all permits required for activity installation along with all shop drawings and inspections required.

4.3.4. Any costs associated with the anchor bolts testing and inspections will be the vendors responsibility.

4.3.5. The Vendor shall provide all drawings and calculations in a signed/sealed format from a Registered Professional Engineer in the State of Texas.

4.4. The vendor shall meet all codes listed below:

4.4.1. All applicable Model Aquatic Health Codes (MAHC) including, but not limited to:

4.4.1.1. MAHC 4.12.2

4.4.1.2. MAHC 5.12.2

4.4.2. All applicable ASTM International codes including but not limited to:

4.4.2.1. ASTM F2376-17a Standard Practice for Classification, Design, Manufacture, Construction, and Operation of Water Slide Systems

4.4.2.2. ASTM F2461-16e1. Standard Practice for Manufacturer, Construction, Operation, and Maintenance of Aquatic Play Equipment

5. Specifications

5.1. In addition to the description noted in this RFP, each item is to be designed to meet the minimum criteria outlined in the Specifications provided in Appendix B.

6. Additional Notes

6.1. Play Structure Configuration

6.1.1.1. The play structure configuration shall be as indicated in the detailed description of this RFP .

6.1.1.2. Slide runouts, spray features, and elevated platforms are to fit within the approximate location shown in Appendix A.

6.1.1.3. Alternate configurations will be considered if the play structure and associated features fit within the approximate location shown in Appendix A and all other features of the specifications are met.

6.2. Creative Design/Alternate Methods:

6.2.1.1. Creative design is encouraged, including alternate methods and materials that meet the original design intent. However, the response must clearly identify all elements in the base bid or, if alternates are proposed, identify which components from the Base bid are being substituted.

6.2.1.2. Examples of Creative/Alternate Methods:

6.2.1.2.1. Alternate ride path – best value

7. Interactive Play Structure (IAP) – Detailed Descriptions – Vendor shall propose an Interactive Play

Structure and provide three (3) sequential phases that could be installed as part of this project and/or with future facility expansions.

Phase 1 Main Interactive Play Structure

7.1. Supply One (1) themed, multi-level IAP with a dumping bucket or similar iconic feature. IAP shall fit within the area shown in Appendix A.

7.1.1. Theming of play structure shall align with Appendix A.

7.1.2. Approximate Footprint: 3,660 sq ft.

7.1.3. Guest Experience: Large structures with varied slides of length and thrill levels. Many features such as tipping buckets, turning wheels, water cannons, slides, and fountains.

7.1.4. Overall height of the structure should be approximately 25’-0” above wet deck floor with other key heights noted on the diagram drawing. See Appendix A Section.

7.1.5. Minimum (4) slides

7.1.6. Slides shall terminate into fiberglass run outs

7.1.7. Vehicle: None - body slide

7.1.8. Play structure to incorporate elevated bridge access to future phases. See Appendix A

7.1.9. Vendor must furnish and install a non-corrosive barrier for all areas that would be considered restricted areas

7.1.10. The Unit shall include a minimum of (40) interactive water sprays and water play components on both the structure and on the wet deck basin surrounding the structure.

To distinguish types of water play components, the experiences of the guest using the water play component must be considered. To be counted, a water play component is defined as an individual or group of ground level or elevated water features that are either mounted flush (for example; geyser, bubbler or 4 directional jets) or above grade (tunnels, water dumps or curtains), that can be interacted with by users passively or actively. Individual nozzles or orifices as part of one effect shall not be considered a separate component (i.e., a bar jet comprised of 15 nozzles or sprays is one feature, not 15 individual features). Individual components combined to create a water effect shall be considered one feature. Waterslides, net climbs, cargo nets, and transfer bridges shall not be considered a feature for the purposes of this section. Ground Level components shall be any component that is accessible and interactive to any patron standing on the wet deck basin. (Note: all unused or unsafe areas must have barriers provided and installed. Barriers shall match the theme components).

7.1.10.1. Table A – Vendor to quantify types and locations of components by filling in the Table below.

Component Location Quantity of Components

Types of Different Components

Total Number of Components

Water play components on structure

Vertical water play components on ground/wet deck

Flush water play components on ground/wet deck

7.1.10.2. Buckets:

7.1.10.2.1. The Unit shall include one-bucket type dump feature (Min. capacity 32 cubic feet of water) that releases a large volume of water from the top of the structure and shall be incorporated into the unit separate from the water play component requirements.

7.1.10.2.2. This feature is considered separate from the above referenced water play components and can be modified in shape and type of release, as to meet the proposed theme.

7.1.10.2.3. The volume shall be field adjustable.

7.1.10.2.4. A proven and smooth operating mechanism will be required, along with a sound alert for patrons that the bucket will be dumping.

7.1.10.3. Waterslides:

7.1.10.3.1. A minimum of four (4) fiberglass waterslides shall be furnished and installed by Vendor as follows: two (2) slides with a minimum platform height of 13’- 0” or higher, (1) intermediate height slide, and (1) children’s open flume slides.

7.1.10.3.2. The foundations shall be designed by the Unit Vendor and incorporated into the Wet Slab Basin.

7.1.10.3.3. Slides shall terminate into fiberglass run outs. Run outs shall be orientated to terminate in parallel to each other in a maximum of two groups or all with a line of site from the start platform.

7.1.10.4. Barriers:

7.1.10.4.1. Vendor must furnish and install a non-corrosive barrier post, rope and netting for all areas that would be considered restricted areas (i.e.:

headroom issues, slide terminations, etc.) Barriers should have a flange connection and cover for the bolts.

7.2. Phase 2 Treehouse / River interaction

7.2.1. Include bridge over deck from Phase 1 play structure to lazy river island and a minimum of two (2) elevated platforms. Access to deck level on the lazy river island shall not be provided. Bridge elements, above deck, shall have a minimum of 8'-0" clearance to any structure or piping and have minimal impact to deck area. Elevated island platforms shall provide patrons the ability to interact with sprays or dumping elements.

7.2.2. Phase 2 shall fit the area shown in Appendix A

7.3. Phase 3 Island Spray

7.2.3. Include expansion of phase 2 elevated platforms on lazy river island. Access to the deck level on the lazy river island shall not be provided. Provide access bridge over lazy river to adjacent deck. Provide minimum 5'-0" clearance to any structure or piping above static water level of river. River water surface is approximately 0'-6" below deck.

7.2.4. Phase 3 shall fit within the area shown in Appendix A

7.3. Alternate 1: Aquatic Safety Surface on IAP wet deck floor, adhering to NSF-50 standards for:

7.3.1.1.1. Slip resistance

7.3.1.1.2. Impact cushioning

7.3.1.1.3. Chemical resistance

7.3.1.1.4. UV resistance

7.3.1.1.5. Clean ability (Bacteria resistance)

7.3.1.1.6. Impermeability

7.3.1.2. Alternate 2: Custom themed safety flooring pattern and texture on wet deck floor. Vendor is encouraged to propose alternate flooring designs that would complement the waterpark’s theming and the Vendor’s IAP structure.

7.3.1.3. The preferred Aquatic Safety Surface flooring is 3/8” thick “Life Floor”.

Submittal of alternate Aquatic Safety Surface products will comply with standards in

6.4.

8. Play Structure Requirements

The Vendor is required to provide as part of the technical submittal the following:

8.1. The steel columns and supports shall be designed and provided by the Vendor with level C5 M coated finish and installed to local codes.

8.2. Scaled plan view of each proposed playstructure with:

8.2.1.1. Platform elevation from static water level of ride termination pool or finished deck elevation of run-out.

8.3. Three-dimensional(3D) “wire-frame” and “mesh” AutoCAD drawings (successful Vendor with be required to provide DWG CAD files and BIM models at Owner’s request.) depicting the structure and each ride.

8.4. Demonstrating the ability of the complex to be successfully integrated into the space indicated.

8.5. Short narrative of each ride’s experience.

8.6. Summary table providing the following information for each slide including:

8.6.1. Length

8.6.2. Diameters

8.6.3. Flow (gpm) and pressure (psi) requirements at the connection points

8.6.4. All tabular data regarding dimensions, flows, etc. to be provided in US imperial units.

9. Materials

9.1. All materials are structurally sound and suitable for safe play. To ensure durability all steel components shall use a duplex system of hot dipped galvanization and paint.

9.2. The main structure shall be Schedule 40 steel pipe.

9.3. Any elements of play structure not required to be structural may be fabricated from PVC or fiberglass and suitably protected from ultraviolet deterioration.

9.4. All required nozzles shall be stainless steel or brass.

9.5. Where PVC panels are used for areas where minimum head clearance is not achievable. The bottom 12” should have a solid color water resistant material and above a graphic can be applied.

9.6. Vendor shall provide packing, crating, insurance taxes, duties, and delivery of all materials

FOB job site.

10. Temporary Utilities/Site Responsibilities

The following is intended to define the responsible party.

10.1. Power –provided by General Contractor. If additional generators or temporary power are required, will be by Vendor.

10.2. Light –during normal working hours by General Contractor. If additional light is required, will be by Vendor.

10.3. Water Supply – For general use during construction provided by General Contractor.

10.4. Sanitary Facilities – provided by General Contractor.

10.5. Telephone Service - provided by Vendor.

10.6. Site Accommodation/sheds – at Vendors expense

10.7. Access Road – A reasonable means of egress to the building site will be provided by General

Contractor. If large access will be required, Vendor shall coordinate with the General

Contractor in a timely manner.

10.8. Lift equipment – at Vendors expense

10.9. Scaffolding – at Vendors expense

11. Work Provided by Others and Not Included in Price for RFP

11.1. Supply and install pumps for water supply to the IAP Structure, and Features.

11.2. Supply and install all necessary piping as required for the successful installation.

11.3. Installation of wet deck concrete structure.

11.4. Filtration and water treatment systems

11.5. Installation of reinforced concrete wet deck, lazy river island, deck, and play structure footings/foundations

11.6. Structural engineered drawings, of all footings and foundations required for the play structure and associated components ARE included in the Vendor’s scope of work.

12. Vendor Supervision & Installation

12.1. Qualification of Supervisor: At least one (1) person who is thoroughly familiar with the materials, methods and equipment being utilized shall always be present during the construction to direct the work where required.

12.2. Vendor shall include in their base price the complete installation of all above grade components.

12.3. Vendor shall provide cleaning and paint touch-up materials.

12.4. Vendor shall provide certification, start-up and training of Owner and any applicable operation and maintenance (O&M) manuals.

12.5. Vendor will be required to submit all equipment, O&M Manuals, and documentation for third party operation.

12.6. Vendor should figure an appropriate number of trips for this supervisor based on the delivery sequence, installation process, start- up & training, and warranty work required after start – up, if required.

12.7. Included in the price, Vendor shall assume full responsibility for the unloading, storage, protection and safe keeping of products under this contract.

12.8. Vendor will be responsible for the supply and full installation, including play structure, labor, taxes, lifting equipment, special access equipment, and anything deemed necessary for the installation.

12.9. Vendor shall cooperate and conform to all site health & safety requirements/programs for the project as required by the Owner and/or Governing Agencies.

12.10. Vendor shall cooperate with scheduling for the complete job so as not to create any delays or slowdown of other contractors.

12.11. Vendor shall provide final clean up and paint touch-up.

12.12. Vendor shall provide final balancing.

13. On Site Logistics Requirements

13.1. All construction work shall be coordinated by the General Contractor.

13.2. Reasonable staging area will be provided and directed by General Contractor. Vendor to specify how much staging area will be required.

13.3. MSDS sheets and a copy of your safety policy shall be supplied

13.4. Pre-Construction meeting and construction meetings held in an alternating week schedule will require attendance. Vendor shall be able to answer questions and provide schedule input requirements.

13.5. Maintain a clean job site; daily clean up all debris generated by your work will be required along with an end of the week general cleanup effort by all trades contracted by General

Contractor. General Contractor will provide dumpsters for this cleanup effort.

13.6. Maintain an adequate workforce on site at all times. Overtime, shift work, and/or weekend work may be required to keep projects on schedule.

13.7. Coordinate job site office trailer and storage with General Contractor personnel. All permits, electrical, phone, and internet hook up and monthly fees to be provided and paid by Vendor if required.

13.8. Vendor is responsible for protection of their work and materials from weather.

13.9. Allow for site coordination with other trades on site.

13.10. Provide immediate assistance during start-up to address warranty issues.

13.11. Coordination of any inspections required

14. Additional Notes

14.1. Proposal Presentation - A formal presentation of the proposal may be required after the bidding process.

15. Pricing Notes

15.1. Please remember this is a competitive bidding situation.

15.2. Owner and WTI are not responsible for material price increases during design and construction period.

15.3. Price includes all materials, labor, supervision, and equipment to complete the project.

15.4. The complete system shall be warranted from the manufacturer for a period of not less than two year from commissioned date.

15.5. Price to include all applicable sales tax required. Owner will NOT collect taxes and facilitate required payments and procedures.

15.6. Pricing to include all transportation costs.

16. Submission Guidelines & Requirements

16.1. The following submission guidelines & requirements apply to this Request for Proposal:

16.1.1. Only qualified individuals or firms with prior experience on projects of this size and scope should submit proposals in response to this Request for Proposal.

16.1.2. Bidders must list at least 5 projects that are equal to the size and scale of this project as part of their response, including references for each. Other examples of the company capabilities of work should be provided as well.

16.1.3. Technical proposal must include:

16.1.3.1. Certifications that the rides comply with applicable local standards.

16.1.3.2. Safety certificates from authorized bodies.

16.1.3.3. Warranties.

16.1.3.4. Manufacturer’s operating instructions and manuals.

16.1.3.5. Inspection and maintenance program and manuals.

16.2. A price proposal must be provided and should indicate the overall fixed price for the project.

16.3. Proposals must be signed by a representative that is authorized to commit bidder’s company.

16.4. If you have a standard set of terms and conditions, please submit them with your proposal.

All terms and conditions will be subject to negotiation.

16.5. Proposals must remain valid for a period of one hundred twenty (120) days.

16.6. Completed/Filled out Appendix C: RFP Analysis to be provided in Excel sheet format.

16.7. Required drawings from vendor submitted with technical proposal:

16.7.1. Scaled plan views and 3D files (BIM, 3D cad) of the proposed play structure and features.

16.7.2. CAD information to be designed in metric system and located in project's coordinates.

16.7.3. Accurate, preliminary support/column locations in 3D files of proposed rides

16.7.4. Proposed flow requirements of each flume

16.7.5. Proposed platform heights

16.7.6. Ride lengths

16.7.7. Depiction for runout used if applicable

17. Evaluation Factors

The proposals will be rated based on the following factors:

4.1. Responsiveness to the requirements set forth in this Request for Proposal

4.2. Relevant past performance/experience

4.3. Cost will be given the highest priority

4.4. Technical expertise/experience of bidder and bidder’s staff

4.5. Uniqueness and viability of solution

Project Completion date

The date for project completion is December 2027. The proposed finish is based upon the infrastructure and support facilities being provided in a timely manner.

18. Appendix Attachments:

18.1. APPENDIX A PROJECT PLAN VIEW, SCOPE DELINEATIONS & THEMING IMAGES

18.2. APPENDIX B PLAY STRUCTURE SPECIFICATIONS

18.3. APPENDIX C VENDOR RFP ANALYSIS FORM

APPENDIX A

PROJECT PLAN VIEW, SCOPE DELINEATIONS, &

THEMING IMAGES

N 0 12.5' 25' 50'

SCALE

D U

M

PIN

G

BU

C

KET

VIE

W

FR

OM

ENTR

Y D

RIV

E

REEVES COUNTY WATERPARK | MASTERPLAN

WATERPARK ENTRY

TWO STORY ENTRY BUILDING

SINGLE STORY BOH / CONSESSIONS

ACTIVITY POOL

LEISURE POOL

LAZY RIVER

PLAY STRUCTURE

SURF RIDE

SLIDE COMPLEX

SPRAY FEATURES

OPENAIRE BUILDING STRUCTURE

SCALE

VIE

W

FR

OM

ENTR

Y D

RIV

E

REEVES COUNTY WATERPARK | MASTERPLAN - SLIDE COMPLEX

WATERPARK ENTRY

TWO STORY ENTRY BUILDING

SINGLE STORY BOH / CONSESSIONS

ACTIVITY POOL

LEISURE POOL

LAZY RIVER

PLAY STRUCTURE

SURF RIDE

SLIDE COMPLEX

SPRAY FEATURES

OPENAIRE BUILDING STRUCTURE

RUNOUT AREA

APPROXIMATE TOWER LOCATION

SLIDE FOOTPRINT LIMITS

SLIDE FOOTPRINT - SLIDE SUPPORTS

WITH SLIDES ABOVE 12’-0” A.F.F.

PLAYSTRUCTURE

FOOTPRINT AREA

'-5

'-3

REEVES COUNTY WATERPARK | SECTION - PLAYSTRUCTURE

SLIDE PUMP SURGE TANK

FILTER PUMP

FILTER

FOUNDATIONS

FRP SLIDES, BRACKETS

& ATTACHMENTS

STEEL COLUMNS

& BASE PLATES

SLIDE TOWER,

STAIRS & RAILINGS

PIPING

PIPING

RED: RIDE VENDOR

GREEN: BY OTHERS

WATER SUPPLY TO

PLANT ROOM

PLANT ROOM

COLUMN COLLARS

AND EMBEDS

APPENDIX A | PLAYSTRUCTURE SCOPE DELINIATION

RR

THEMING INSPIRATHEMING INSPIRATIONTION

PECOS,TEXASPECOS,TEXAS

Historic Frontier Roots Draws inspiration from Pecos’ legacy as one of the oldest towns in West Texas.

Regional Storytelling Weaves together history, environment, and cultural pride to create a uniquely Pe-cos-inspired atmosphere.

Architectural Influence Reflects the region’s adobe structures, Spanish mission style, and early 20th-century Western architecture found throughout historic downtown Pecos.

Desert Meets Oasis Captures the contrast of Pecos’ arid Chihuahuan Desert surroundings with the concept of a lush, hidden oasis.

Wildlife + Natural Beauty Incorporates the region’s native fauna—like roadrunners, jackrabbits, coyotes, and hawks—and the textures of desert flora and cottonwood groves.

Oil Field Heritage Pays homage to the local oil industry with design motifs inspired by pump jacks, oil derricks, and industrial forms

RRPECOS,TEXASPECOS,TEXAS

RRPECOS,TEXASPECOS,TEXAS

CONTEMPORARY COWBOYCONTEMPORARY COWBOY

The New West Attitude A bold, stylized vision of Pecos—drawing from the spirit of the cowboy with an emphasis on visual confidence, charisma, and storytelling. The aesthetic is expressive, dramatic, and unapologetically Texan.

Electric Frontier Energy Neon lights, glowing signage, and retro-inspired design elements evoke the excitement of classic Texas nightlife, rodeo arenas, and roadside Americana—infusing the space with motion and energy.

Historic Forms, Contemporary Style Architecture inspired by adobe, mission, and Western frontier structures is reinter-preted with clean lines, graphic patterns, and modern materials—blending old-world charm with a sharp, updated aesthetic.

Stylized Regional Icons Native wildlife and Western symbols—roadrunners, longhorns, coyotes, stars—are translated into bold graphics, sculptural elements, and wayfinding that reflect the culture and environment with a modern edge.

Vibrant, Confident Color Palette A mix of rich desert tones and saturated accents: rust reds, golden yellows, turquoise, indigo, and silver—evoking Texas sunsets, dusty trails, and high-desert skies with contemporary flair.

RRCONTEMPORARY COWBOYCONTEMPORARY COWBOY

THE RODEOTHE RODEO

Rodeo as Visual Language Uses the rich aesthetics of rodeo culture—weathered wood, stitched leather, hand-painted signage, arena fencing, and bold typography—to shape a world that feels both lived-in and legendary. These textures and patterns create an environment that’s tactile, authentic, and instantly iconic.

Immersive Energy & Motion The layout and design reflect the movement and rhythm of a rodeo in full swing.

Curved pathways mimic the flow of an arena track, lighting cues simulate spotlight moments, and layered sightlines build anticipation and drama as guests explore the space.

Authenticity Meets Style Heritage patterns like tooled leather, denim weaves, and Western embroidery inspire wall treatments, architectural detailing, and custom graphics—stylized for modern impact without losing their rugged charm.

Arena-Inspired Design Moments Wayfinding and signage take cues from arena marquees infusing the environment with playful, place-based character.

Sunset & Spotlight Palette A warm, vibrant color story of dusty reds, golden yellows, denim blues, and spotlight whites—mirroring the colors of a West Texas evening show, transitioning from day to night across both indoor and outdoor zones.

RRTHE RODEOTHE RODEO

APPENDIX B

PLAY STRUCTURE

SPECIFICATIONS

Appendix B – Waterslide Specification

Reeve County Waterpark

Playstructure Technical RFP Package

Reeves CO. TX

PRODUCTS

1. FIBERGLASS FLUME COMPONENTS

1.1. General: The fiberglass flume components are those various elements that compose the water flume and include:

1.1.1. Starting Section.

1.1.2. Curved Sections.

1.1.3. Straight Sections.

1.1.4. Drop or Accelerating Sections and Deceleration Sections.

1.1.5. Built-up Sections Including Lead-ins and Lead-outs.

1.1.6. Exit Section or End Section.

1.1.7. All other incidental fiberglass components necessary for a complete system.

1.1.8. All sections shall be bolted and caulked. No fiberglass joints allowed.

1.2. Fiberglass Laminate Materials:

1.2.1. Gelcoat: Interior gel coat shall be "crystal clear" high quality isophtalic polyester with U.V.

inhibitors. 20 mils thickness. Exterior coat 18 mils wet clear gloss U.V. protective coating.

1.2.2. Resins: Thixotopic promoted low profile polyester resin with alternate layers of continuous roving chop and 18 oz. woven roving.

1.2.3. Structure: Fiberglass lamination with sandwich panel center line reinforcement. Standard flume section shall be 3/16" thick, minimum weight 14 oz. per square foot. Flanges shall be minimum 1/4" thick and extend at least 4-3/4" from the slide surface, "L" type.

1.3. Joints, Connections and Seams:

1.3.1. Flume to flume joints shall be fastened with 3/8" stainless steel bolts, washers (2 per bolt), and self-locking nuts.

1.3.2. Flume to support system connections shall be made with stainless steel hardware and shall be connected separately form water slide section connections.

1.3.3. Fiberglass joint connections shall be made using waterproof non-shrink caulking with suitable adhesion to fiberglass. Silicone sealants will not be permitted.

1.3.4. Fiber glassing over seams within the riding surface is not permitted. Sanding within the slide surface should be minimized to maintain adequate gel coat thickness and gloss. Any sanded areas shall be polished to a high gloss until undetectable.

1.4. Color:

1.4.1. Shall be as standard to the manufacturer, and approved by architect/engineer, integral to the fiberglass and the same top and bottom (inside and outside). Verify color selection with architect and owner.

1.5. Ride Configuration:

1.5.1. The body slide length and configuration shall be as indicated in the drawings.

1.5.2. Alternate configurations will be considered if rides commence and terminate at the same location/elevation, are of the same length and configuration, and all other features of the specifications are met.

1.6. Required Components: All slides shall be furnished with the following components:

1.6.1. Entry tray shall be pre-plumbed for water injection down-stream of the rider entry point.

Rider entry area shall be a non-skid surface, no steps are permitted.

1.6.2. Factory pre-drilling of all sections.

1.6.3. Waterproof joint sealant as specified in Article 2.01.C.

1.6.4. Stainless steel assembly hardware as specified in Article 2.01.C

2. FLUME SUPPORT

2.1. General: The flume support tower and stair system shall consist of all elements necessary to safely and securely support the fiberglass water flume from the starting platform to the plunge pool and consists of:

2.1.1. Steel footings and embeds All necessary steel supports.

2.1.2. Factory painted galvanized steel tower and stair system. Follow paint manufacturer’s specifications for surface preparation of galvanized steel.

2.1.3. All connecting hardware.

2.2. Design: The structures, supports and footings shall be certified by a licensed structural engineer in the project state for the soil conditions as indicated, and the stresses generated by the water flume ride during use.

2.3. Structural Steel

2.3.1. Shall consist of radial arms with end yoke type fastening assembly for each support point.

(NOTE: A central column support with radial arms may be used to support circular sections of 180 degrees or greater.)

2.3.2. Structural steel shall be new material of sizes and shapes listed in current AISC handbooks and as indicated on drawings.

2.3.3. Shapes and plates: ASTM A36 or equivalent minimum Fy = 36,000 psi (248.2 MpA).

2.3.4. Square structural section: ASTM A500 minimum Fy = 46,000 psi (317 MpA).

2.3.5. Round steel pipes: ASTM A53 grade B minimum Fy = 35,000 psi (241.3 MpA).

2.3.6. Cast steel: ASTM A27 minimum Fy = 36,000 psi or equivalent.

2.3.7. Tension rods, bolts, and anchor bolts: ASTM A36 minimum allowable tensile stress Ft

=19,100 psi (131.7 MpA).

2.3.8. Structural bolts: ASTM A325, friction type or equivalent minimum allowable shear stress, Fv = 21,000 psi (144.8 MpA). Minimum allowable tensile stress, Ft = 44,000 psi (303.4

MpA).

2.3.9. Welding electrodes: E480XX electrode (E70XX). Minimum allowable shear stress, Fv=21,000 psi (144.8 MpA).

2.3.10. Grout: Masterflow 713 or approved equal non-shirk, non-metallic grout. Use as recommended by manufacturer.

2.3.11. All plates, shapes and tubes in contact are to be welded with ¼-inch minimum fillet welds all around unless otherwise indicated.

2.3.12. Unless otherwise noted all steel structure shall be galvanized.

2.3.13. Contractor shall supply temporary bracing to take care of all loads on the structure during erection to ensure the safety of the structure.

2.3.14. All flumes and support arms shall be properly set and installed prior to installation of permanent column bracing. Additional column bracing as required by engineer, in addition to those noted on the drawing, shall be provided.

2.3.15. All hollow structural sections shall be closed airtight with end plates sealed with welds.

2.3.16. All steel shall be thoroughly cleaned of all loose mill scale, loose rust, oil and dirt.

2.3.17. Surface to be welded shall be free from loose scale, rust, paint or other foreign matter.

Care shall be taken to minimize stresses due to heat expansion, contraction and distortion by using proper sequence in welding and by other approved methods.

2.3.18. Fabrication and erection shall conform to the latest editions of the ASTM Specifications and Code of Practice: Welding shall be done by welders certified with AWS D-1.1.

2.3.19. Equivalent structural steel sizes listed in current AISC or CISC Handbook may be used upon approval of the architect/engineer.

2.3.20. Definitions:

2.3.20.1. ASTM - American Society of Testing Materials.

2.3.20.2. AISC - American Institute of Steel Construction

2.3.20.3. CISC - Canadian Institute of Steel Construction

2.4. Column System

2.4.1. A single or multiple concrete post system shall be used.

APPENDIX C

VENDOR RFP

ANALYSIS FORM

Reeves County Waterpark

Pecos, TX RFP Analysis - Slides

Criteria Answer

Location in

Proposal Notes

General

Proposal Valid for 120 days [Yes or No] Page #

Standard Terms and Conditions [Yes or No] Page #

Training and commissioning [Yes or No] Page #

Experience with projects of similar size.

Flume Material

Fiberglass: [thickness in mm] Page #

Gelcoat: [thickness in mm] Page #

UV coating: [Yes or No] Page #

Manufacturing Process: [Type of Process] Page #

Manufacturing Location: [Country] Page #

Key Personnel

BIM Management Capabilities Page #

BIM Software Used

Current Version of Software

Features Supplied in BIM Format [Yes or No]

Features Provided in 3D Cad Format [Yes or No]

Proposed schedule & milestones Page #

Sign Agreement: [Month Year]

Down Payment: [Month Year]

Owner Provides Site Information: [Month Year]

Sign-Off on Color: [Month Year]

Sign-Off on Design [Month Year]

Engineering Complete : [Month Year]

Fiberglass Pre-production Begins: [Month Year]

Fiberglass Production Begins: [Month Year]

Fiberglass on Site: [Month Year]

Construction Begins: [Month Year]

Construction Ends: [Month Year]

Testing Complete: [Month Year]

Can achieve commissioning date of December 2027 [Yes or No]

Additional Project Information

Import Duty [Included or Excluded] Page #

Material Import Tax [Included or Excluded] Page #

VAT [Included or Excluded] Page #

Material Delivery to Port [Included or Excluded] Page # [Location of Port]

Material Delivery to Site [Included or Excluded] Page #

Job Site Construction and Installation [Included or Excluded] Page #

Installation Supervision [Included or Excluded] Page #

Crew travel [Included or Excluded] Page #

[Date]

[List key personnel and title]

[List key personnel and title]

[List key personnel and title]

[List Park Name & Location]

[List key personnel and title]

[Vendor Name]

[List Park Name & Location]

[List Park Name & Location]

[List Park Name & Location]

[List Park Name & Location]

RFP Analysis - Slides

Criteria Answer

Location in

Proposal Notes

[Vendor Name]

[Date]

Provide Necessary Installation Tools and Equipment [Yes or No] Page #

Lifting Equipment provided by

Owner

Concrete foundation and column 0'-6" above grade [Yes or No] Page #

Colors bid as premium colors not base options [Yes or No] Page #

Air quality strategy to control the environment inside all exterior slides included [Yes or No] Page #

Licensed to do work in the City of Pecos, Texas USA [Yes or No] Page #

Slide vendor indemnify… [Yes or No] Page #

Vendor obtain permits [Yes or No] Page #

Vendor responsible - anchor bolt testing [Yes or No] Page #

Laydown area requested [In Square Meters] Page #

Vendor responsible - drawings PE in the City of Pecos, Texas USA [Yes or No] Page #

Interactive Play Structure [Ride Name] Page #

Footprint: [In Square Feet]

Slides: [# of Slides]

Deck Height [Height]

Features: [# of Features]

Flow: [Rate]

Dumping Bucket: [Yes or No]

Dumping Bucket Size: [# of liters]

Includes Theming: [Yes or No]

Theming Example Rendering Included [Yes or No]

THRC: [Hourly Ride Capacity]

Number of Staff Needed for Operation of Slide: [#]

Number of Pumps Needed for Operation: [#]

Structure and Slide Supports Page #

Anchor Bolts, Templates for Bolt Patterns, and Embedment Plates for

Foundations Provided [Yes or No]

Steel Components Hot-Dipped Galvanized [Yes or No]

Steel Components Painted two coats, one (1) primer coat and one (1) colored coat of a non corrosive paint [Yes or No]

Slides

Body Slide A [Feature Name] Page #

Length: [Length]

Drop: [Height]

Flow: [Rate]

THRC: [Hourly Ride Capacity]

RFP Runout [Yes or No]

Body Slide B [Feature Name] Page #

Length: [Length]

Drop: [Height]

Flow: [Rate]

THRC: [Hourly Ride Capacity]

RFP Runout [Yes or No]

Body Slide C [Feature Name] Page #

Length: [Length]

Drop: [Height]

Flow: [Rate]

THRC: [Hourly Ride Capacity]

RFP Runout [Yes or No]

Body Slide D [Feature Name] Page #

Length: [Length]

Drop: [Height]

Flow: [Rate]

THRC: [Hourly Ride Capacity]

RFP Analysis - Slides

Criteria Answer

Location in

Proposal Notes

[Vendor Name]

[Date]

RFP Runout [Yes or No]

Body Slide E [Feature Name] Page #

Length: [Length]

Drop: [Height]

Flow: [Rate]

THRC: `

RFP Runout [Yes or No]

Body Slide F [Feature Name] Page #

Length: [Length]

Drop: [Height]

Flow: [Rate]

THRC: [Hourly Ride Capacity]

RFP Runout [Yes or No]

Alternates

Alternate 1 Included in RFP

Safety Flooring for the spray pad including rollback area [Yes or No] [Square Feet Provided]

Alternate 2 Custom themed safety flooring pattern and texture of the spray pad including rollback area [Yes or No] [Square Feet Provided]

Phase 2 Playstructure

Footprint: [In Square Feet]

Features: [# of Features]

Includes Theming: [Yes or No]

Theming Example Rendering Included [Yes or No]

Number of Pumps Needed for Operation: [#]

Platforms Provided [#]

Platform 01 Height Above Deck Elevation [Height}

Platform 02 Height Above Deck Elevation [Height}

Platform 03 Height Above Deck Elevation [Height}

Bridges Section Provided [#]

Bridge 01 Height Above Deck Elevation [Height}

Bridge 02 Height Above Deck Elevation [Height}

Bridge 03 Height Above Deck Elevation [Height}

Bridge 01 Clear Space Below Bridge Section [Height}

Bridge 02 Clear Space Below Bridge Section [Height}

Bridge 03 Clear Space Below Bridge Section [Height}

Phase 2 Features

Feature 1

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 2

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 3

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

RFP Analysis - Slides

Criteria Answer

Location in

Proposal Notes

[Vendor Name]

[Date]

Feature 4

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 5

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 6

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Phase 3 Playstructure

Footprint: [In Square Feet]

Features: [# of Features]

Includes Theming: [Yes or No]

Theming Example Rendering Included [Yes or No]

Number of Pumps Needed for Operation: [#]

Platforms Provided [#]

Platform 01 Height Above Deck Elevation [Height}

Platform 02 Height Above Deck Elevation [Height}

Platform 03 Height Above Deck Elevation [Height}

Bridge Over River Height Above Deck Elevation [Height}

Phase 3 Features

Feature 1

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 2

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 3

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 4

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 5

[Feature Name]

Quantity Provided: [#}

RFP Analysis - Slides

Criteria Answer

Location in

Proposal Notes

[Vendor Name]

[Date]

Flow: [Rate ]

Height: [Height ]

Feature 6

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 7

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 8

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 9

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 10

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 11

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Feature 12

[Feature Name]

Quantity Provided: [#}

Flow: [Rate ]

Height: [Height ]

Section 2

Reeves County is requesting proposals for design engineering, supply, and installation of a Slide Complex for the Reeves County Waterpark.

1.1. Our goal is to:

1.1.1. Deliver the best quality and durability

1.1.2. Provide a value driven water ride solution

1.1.3. Provide flexibility in design

1.1.4. Promote a creative approach

1.2. The objective of this Request for Proposal (RFP) is to locate a qualified source that will provide the best overall value to the project. While price is a significant factor, other criteria will form the basis of the award decision, as more fully described in the Evaluation Factors section of this Request for Proposal below.

2. Project Description

2.1. Location

Reeves County Waterpark is a new waterpark facility located in the City of Pecos, in Reeves County TX.

2.2. Theming

The basis of design for the park is a contemporary Texas rodeo theme with a mix of stylish design and Texas Charm. See Appendix A.

2.3. Attractions

Aquatic attractions to be included in this RFP are:

2.3.1. Slide Complex

2.3.1.1. Body Slide A

2.3.1.2. Body Slide B

2.3.1.3. Inner Tube Slide C

2.3.1.4. Inner Tube Slide D

3. Vendor shall respond to this RFP via email. Proposal and all questions shall be sent to:

Lucero Sandoval

Purchasing Agent

Reeves County

E: lsandoval@reevescounty.org

T: 432.287.0222 Option 7

4. Project Scope Narrative

The scope of the project involves design, engineering, supply, delivery, installation, and commissioning of features described in 2.3 Attractions. All waterslide supports, steel ride support columns, radial arms, yoke plates, slide tower, platforms, stairs and all required supports and connections shall be designed, supplied, and installed by the waterslide Vendor and shall be included in the bid. Coordination of all structural loads and reactions are to be provided by the Vendor to Reeves County and their design engineer/architect. The concrete foundations and piers for the slides which will be constructed by the general contractor. The steel slide columns and supports shall be designed and provided by the ride Vendor with level C5 M coated finish and installed to local codes. The waterslide Vendor shall provide all anchor bolts, templates for bolt patterns, and embedment plates for foundations.

Motive water piping and water treatment will be provided to the ride by pool contractor as designated by the Vendor and based upon engineering drawings provided by Water Technology, Inc.

(WTI). The ride Vendor’s scope shall also include spare parts, freight (including delivery to the site), insurance, duty, 24-month warranty, on-site supervision for entire duration of the install - including relevant work performed by Owner’s forces, commissioning, training, certification and O & M manuals.

4.1. NOTE: The assumption for this ride RFP is that concrete foundation and columns shall extend 0’-6” above grade as a basis of design.

4.2. Colors should be bid as premium

4.3. Acceptance of the bid is contingent on the following acceptance criteria:

4.3.1. The vendor, in providing its bid, warrants that it is licensed to do work in Reeves County, the City of Pecos, and the State of Texas and holds appropriate professional registrations, meets the project’s insurance requirements, and will meet local requirements by authorities having jurisdiction.

4.3.2. The Vendor shall indemnify and hold harmless the Architect/Engineer (WTI), Project Contractor and Parkhill Architects from all actions caused by or related to the design, patents, fabrication, and installation of the work of this specification section.

4.3.3. The vendor shall obtain all permits required for activity installation along with all shop drawings and inspections required.

4.3.4. Any costs associated with the anchor bolts testing and inspections will be the vendors responsibility.

4.3.5. The Vendor shall provide all drawings and calculations in a signed/sealed format from a Registered Professional Engineer in the State of Texas.

4.4. The slide vendor shall meet all codes listed below:

4.4.1. All applicable Model Aquatic Health Codes (MAHC) including, but not limited to:

4.4.1.1. MAHC 4.12.2

4.4.1.2. MAHC 5.12.2

4.4.2. All applicable ASTM International codes including but not limited to:

4.4.2.1. ASTM F2376-17a Standard Practice for Classification, Design, Manufacture, Construction, and Operation of Water Slide Systems

4.4.2.2. ASTM F2461-16e1. Standard Practice for Manufacturer, Construction, Operation, and Maintenance of Aquatic Play Equipment

5. Specifications

5.1. In addition to the description noted above, each item is to be designed to meet the minimum criteria outlined in the Specifications provided in Appendix C.

6. Additional Notes

6.1. Ride Configuration

6.1.1.1. The slide length and configuration shall be as indicated in the item description and on the master plan and determined by the Vendor by tower height and termination location.

6.1.1.2. Slide runouts, and towers are to maintain the approximate location and orientation shown in Appendix A.

6.1.1.3. Alternate configurations will be considered if rides commence and terminate within the approximate location shown in Appendix A and all other features of the specifications are met.

6.2. Creative Design/Alternate Methods:

6.2.1.1. Creative design is encouraged, including alternate methods and materials that meet the original design intent. However, the response must clearly identify all elements in the base bid or, if alternates are proposed, identify which components from the Base bid are being substituted.

6.2.1.2. Examples of Creative/Alternate Methods:

6.2.1.2.1. Alternate ride path – best value

7. Slide Requirements

The waterslide vendor is required to provide as part of the technical submittal the following:

7.1. Scaled plan view of each proposed waterslide(s) with:

7.1.1.1. Platform elevation from static water level of ride termination pool or finished deck elevation of run-out.

7.1.1.2. Platform size requirement for the complex (ride start-tub, attendant station & rider queue space)

7.2. Landing pool size requirements with…