ITB-2025-06_Russell_Harber_Dock_Replacement_-_Bid_Form.pdf

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Attached to
Russell Harber Dock Replacement State and local contract opportunity
Solicitation number
ITB-2025-06
Issued by
Florida

About this file

This is a Bid Form for the Russell Harber Landing Hurricane Sally Storm Damage Repairs project for the City of Milton, Florida, associated with FEMA Project 160536. The document details a comprehensive dock repair and replacement initiative involving the removal of five existing 30-foot timber piles, clearing a driving lane, installing six new 50-foot by 13-inch diameter composite piles, creating new pile guides, constructing a new 6.5-feet wide by 60-feet long floating dock, and adding ten 14-inch aluminum cleats. The project includes additional supporting work such as erosion and sediment control, fill materials, geotextile fabric installation, and riprap sizing in accordance with 2025 FDOT Standard Specifications.

The bid form is structured with in-place costs that comprehensively include materials, hardware, shipping, fabrication, labor, equipment, insurance, bonds, permits, state and local taxes, overhead, and profit. While no specific total project cost is listed on the form, the detailed line-item approach suggests a methodical procurement process. The project appears to be a post-hurricane infrastructure restoration effort, with specific technical specifications for marine construction. The document is dated 4/30/2025 and prepared by AMI Consulting Engineers, indicating a structured approach to disaster recovery and infrastructure replacement with precise engineering specifications.

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Other files for this state and local contract opportunity

Other files attached to Russell Harber Dock Replacement, newest first.
File Type Posted
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Permitting_Exemption_Letter.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Permitting_Exemption_Letter.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Questions_and_Answers.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_As-Builts.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Rev_Bid_Form.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Revised_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Revised_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendums_Acknowledgement.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Questions_and_Answers.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendums_Acknowledgement.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_As-Builts.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Rev_Bid_Form.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_1.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_1.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_1.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Bid_Form.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_AMI_Specs.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Main_Doc.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_AMI_Specs.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Bid_Form.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_AMI_Specs.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_AMI_Specs.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Main_Doc.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Bid_Form.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_AMI_Specs.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Main_Doc.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Main_Doc.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Main_Doc.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Planset.pdf PDF
ITB-2025-06_Russell_Harber_Dock_Replacement_-_Bid_Form.pdf PDF
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Text version

Russell Harber Landing Hurricane Sally Storm Damage Repairs City of Milton, Florida

FEMA PROJECT 160536

System Item Type Unit Qty Cost per Unit TOTAL COST

1.01 Mobilization / Demobilization Assumes barge equipment for installation of piles LS 1.00

1.02 Payment and Performance Bonds Payment and Performance Bonds LS 1.00

1.03 Erosion and Sediment Control Silt curtain, biologs, silt fence, straw and native seed LS 1.00

1.04 Removals Removal of existing 30 foot x 10-inch diameter timber piles EA 5.00

1.05 Clearing the Driving Lane Removing obstructions and riprap from driving lane for new piling. Includes EA 6.00

1.06 Dock Piles New 50 foot by 13-in diameter composite piles EA 6.00

1.07 Pile Guides New guide pockets for piles EA 6.00

1.08 Floating Dock New floating dock 6.5 feet wide by 60 feet long SF 390.00

1.09 Aluminum Cleats 14" aluminum dock cleats EA 10.00

1.10 Salvage and Reinstall Salvage and Reinstall existing riprap and gangway LS 1.00

1.11 Fill Materials - Bedding Stone Sizing per 2025 FDOT Standard Specifications Section 530-2.1.4 CY 45.00

1.12 Geotextile Fabric High Strength Non-Woven Geotextile Fabric SY 225.00

1.13 Riprap Sizing per 2025 FDOT Standard Specifications Section 530-2.1.3 CY 150.00

Highlighted lines indicate mitigation items -$

RUSSELL HARBER PARK DOCK REPAIR/REPLACMENT BID FORM

NOTE: All costs are to be considered in-place costs. Include cost for all materials, hardware, shipping, fabrication, labor, equipment, insurance, bonds, permits state and local taxes, overhead and profit to properly install items listed under each system.

FLOATING DOCK WITH COMPOSITE PILING (MITIGATION)

PROJECT TOTALS

CONSTRUCTION COST TOTAL

AMI Consulting Engineers PA Confidential 4/30/2025 Page 1

File details come from the government source that posted it. Updated .