This Solicitation opportunity from Illinois was posted on February 12, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Evergreen Lake Mooring Docks Addition

Closed

RFP-RFP-1-0-2024-0-2024/AGState & Local

Submission Closed03/22/2024, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 237990

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about 10 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The contract involves the installation of two new mooring docks at COMLARA Park/Evergreen Lake, each measuring 105 feet in length, including gangways and ramps, with six wings or fingers per dock. The docks will consist of three main sections, each 25 feet long, with additional wing/finger sections of 24 feet, all constructed from galvanized steel frames, and equipped with cleats, spuds, and floats designed to support the structure and vessel mooring. The floats are foam-filled, encapsulated, and sized to withstand specific pressure loads, ensuring stability and durability. Concrete squares will serve as walkway decking, providing a solid surface, while the entire system will incorporate safety features such as rubber bumpers, edge protection, and non-slip decking surfaces. The project also includes the addition of two 30-foot aluminum gangways with handrails, transition plates, and floating mechanisms to accommodate water level fluctuations. All components must adhere to ADA requirements, and the contractor is responsible for coordinating installation to avoid disrupting ongoing activities at the site. The scope covers all aspects of construction, handling, freight, and debris removal, ensuring a clean and functional installation upon completion. The contract emphasizes comprehensive project management, safety, and accessibility, with detailed specifications for materials, dimensions, and installation procedures to ensure a robust and compliant mooring system at Evergreen Lake.

General Info

Agency

Illinois → McLean County Government

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

IL, USA

Set-Aside

NONE

Documents

No documents available

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Timeline

PhaseClosed

PostedFeb 12

Solicitation

Response DeadlineMar 22

Deadline has passed

Submission Closed

03/22/2024, 12:00:00 AM UTC

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Organization & Contact Information

AgencyIllinois → McLean County Government

ContactsNo contacts available

OfficeN/A

Organization / Agency

Illinois → McLean County Government

Office AddressN/A

ContactsNo contact information available

Full Description

DOCK OVERVIEW • Installation of Two (2) New One-Hundred and Five feet (105’) Mooring Docks (this length includes the Gangway/Ramp) with Six (6) “wings/fingers” at COMLARA Park/Evergreen Lake (Please See Attachments 1-4). There shall be three wings/fingers off each side of each One Hundred and Five feet (105’) section. All docking sections shall be Four feet (4’) feet in width. In addition, there shall be a Thirty feet (30’) Gangway/Ramp with Transition Plates on each new addition for a total of Two (2). Distance between the two Docks (Wings/Fingers) shall be Seventy-five feet (75’).
DOCK SECTIONS • There shall be Three (3) main dock sections that are Twenty-Five feet (25’) in length for a total of Seventy-five feet (75’) and Four feet (4’) in width per side. • Each wing/finger shall be Twenty-Four feet (24’) in length and Four feet (4’) in width. • Each wing/finger section, where it meets the main dock section, shall have 45 degree bracing for a total of Six (6) braces per dock, and Twelve (12) overall. • Each wing/finger shall have Six (6) galvanized Cleats or Three (3) per side, and a total of Seventy-two (72) cleats. • Each Seventy-five feet (75’) dock shall have locations for Three (3) spuds/pilings. • Dock frames/sections shall be made of 3/16” galvanized steel and be Two-inch (2”) by Two-inch (2”) top and bottom. • All dock sections shall have a Two-inch (2”) edge protection above deck height. • All dock sections shall have a Four-inch (4”) by Four-inch (4”) solid rubber Dock Bumper or Fender. • Docks shall have concrete squares for walkway decking. • For each of the Seventy-five feet (75’) sections, there shall be Nine (9) floats, and for each of the Twenty-Four-foot (24’) wing/finger section there shall be three (3) floats. In addition, each Gangway/Walkway shall have Two (2) floats. All floats shall be equally spaced. The total number of floats will be Fifty-eight (58) total floats. DECKING • Docks shall have concrete squares for walkway decking. These concrete squares shall be Two feet (2’) by Two feet (2’) and One and Five-eighths inch (1-5/8”) thickness and be double wide for a total of Four feet (4’) in total decking width.
FLOATATION • All dock floatation shall be foam filled encapsulated floats. • Floats shall be Four-feet (4’) wide by Eight-feet (8’) long and Sixteen-inches (16”) in height. • Floats shall be able to accommodate a pressure of Fifty-Five pounds (55) per square feet.
PILINGS OR SPUDS • All pilings/spuds and brackets shall be made of a minimum of Schedule 40 galvanized steel. • Each Primary Piling/Spud bracket shall be Five-inch (5”) Outside Diameter and Three-feet (3’) in length. • Each Secondary Piling/Spud bracket shall be Four-inch (4”) Outside Diameter and Sixteen-feet (16’) in length. • Internal Piling/Spud shall be Three-inch (3”) Inside Diameter and Twenty-one feet (21’) in length.
GANGWAY/RAMP WITH TRANSITION PLATES • Addition of two (2) new Thirty feet (30’) Aluminum Gangways/Walkways leading to the new mooring docks. • The surfacing or decking shall be a non-slip surface. • The Gangways/Walkways shall be Four feet (4’) in width. • There shall be Two (2) sets of handrails on both sides, and they shall be Thirty-six inches (36”) and Eighteen inches (18”) in height and with the top one extending Twelve inches (12”) past the end of the gangway/ramp. These handrails shall be made of One and One-quarter inch (1¼”) schedule 40 aluminum pipe. • Each end of the Gangway/Ramp shall have high strength rollers included to allow for water fluctuation. • Gangway/Ramp shall be floated accordingly. • Transition plate closest to the shoreline shall be Four feet (4’) in width and Four feet (4’) in length and be a minimum of Five-Eighths inches (5/8”) in thickness and have a Two-inch (2”) curbing on the sides and me made of diamond plated aluminum. • The Transition plate that bridges the gangway/ramp to the dock shall be Four feet (4’) in width and Three feet (3’) in length and be a minimum of Five-Eighths inches (5/8”) in thickness and me made of diamond plated aluminum.
ADDITIONAL • Contractor will prepare, construct, transfer, and install all components of this project. • All Americans with Disabilities Act (ADA) requirements shall be followed. • Contractor must coordinate installation times and dates with Owner so no conflict with scheduled events will occur. The facility will be open for business during the time the docks are being installed. • Bid figures should also include all preparation, handling, freight, and delivery fees. • The contractor shall remove from the area all trash, rubbish, and debris caused by its operations, leaving the job site clean at the close of each business day.