ITB-2025-06_Russell_Harber_Dock_Replacement_-_Addendum_2_Rev_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 document 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 bid covers a comprehensive dock replacement and repair effort, involving the removal of 5 existing 30-foot timber piles, clearing of the driving lane, installation of 6 new 55-foot by 13-inch diameter composite piles, new pile guides, a new floating dock measuring 6.5 feet wide by 60 feet long, and 10 aluminum cleats. The project also includes salvaging and reinstalling existing riprap and gangway, along with additional materials like bedding stone, geotextile fabric, and riprap. The bid form provides a detailed breakdown of items, quantities, and units for the dock repair and replacement work.
The bid form specifies that all costs are to be considered in-place costs, encompassing materials, hardware, shipping, fabrication, labor, equipment, insurance, bonds, permits, state and local taxes, overhead, and profit. The document uses the 2025 FDOT Standard Specifications for various material specifications, indicating adherence to Florida Department of Transportation standards. While no specific pricing is filled in on the form, it provides a structured template for contractors to submit their proposed costs for each line item. The project appears to be part of Hurricane Sally storm damage recovery efforts, with a focus on mitigation and infrastructure restoration at the Russell Harber Landing site in Milton, Florida.
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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 55 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 6/5/2025 Page 1
File details come from the government source that posted it. Updated .