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

24-019 Berths 1 & 2 Maintenance Dredging

Closed
486State & Local

Contract Overview

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

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NAICS: 237990
New
SLED
Seminole Boat Ramp
Solicitation # 26-0075-MA
The City of Clearwater is soliciting bids for the Seminole St. Boat Ramp Restoration project in Clearwater, Florida. The scope of work involves the comprehensive repair and restoration of an existing boat ramp facility that has suffered typical degradation. Key activities include the removal of the existing structure, dredging and grading of native soils, placement of gravel fill, and the final design and installation of new concrete boat ramps. The finished facility must feature four launching bays providing eight total ramps, with two outer ramps measuring approximately 56 feet and six interior ramps measuring approximately 46 feet from mean high water to the toe. The completed ramps must be capable of supporting vessels exceeding 35 feet with combined weights over 10 tons. Additional requirements include the temporary relocation and preservation of floating docks and gangways to ensure ADA-compliant travel. The project is categorized as marine construction with an estimated value of 750,000 dollars. Bidders must provide a bid security equal to 10 percent of their maximum bid price and furnish payment and performance bonds within ten days of a contract award. The period of performance is 180 calendar days from the Notice to Proceed. Contractors must choose between two construction sequencing options: Alternate A, which utilizes a phased closure to minimize public disruption, or Alternate B, which allows for a maximum 45-day simultaneous closure of all ramps. Technical specifications require concrete with a compressive strength of 4,000 PSI and a minimum design load of 300 PSF. Environmental compliance is mandatory, requiring the implementation of Stormwater Pollution Prevention Plans and the use of turbidity curtains.
Public Works

POSTED

about 9 hours ago

DEADLINE

in 21 days

General Info

Documents

2

Bid # 24-019: Berths 1 & 2 Maintenance Dredging

PDF, High priority: read this firstitb
High

Project 4621: Berths 1 & 2 Maintenance Dredging Plans

PDF, High priority: read this firstspecifications
High

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyFlorida → City of Pensacola
ContactsNo contacts available
OfficeN/A
Organization / AgencyFlorida → City of Pensacola
Office AddressN/A
ContactsNo contact information available

Full Description

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SCOPE OF WORKBERTHS 1 and 2 MAINTENANCE DREDGING  The primary scope of work is the performance of maintenance dredging of Berths 1 and 2 along the western face of the Port of Pensacola facility. The detailed scope of work is as described below and/or as shown on the drawings. Maintenance Dredging:Maintenance dredging of approximately 2,462 cubic yards of material from Station 0+00 to Station 7+00 of the dredge area identified on the Drawings.Maintenance dredging may be undertaken by either mechanical or hydraulic means. Contractor shall clearly state the methodology and equipment it will use for the work in its bid package.Per the requirements of the U.S. Army Corps of Engineers Permit, dredging operations may only be undertaken during daylight hours. Dredge Material Placement:All dredge material will be placed in the confined dredge material placement area (DMPA) on the Port’s property. The location of the DMPA is provided in the drawings.Contractor is responsible for inspecting the condition of the DMPA, inclusive of the weir structure, prior to bidding. Any improvements to the DMAP, inclusive of the weir structure that are necessary for the maintenance dredging operation shall be the responsibility of the Contractor and as such any and all costs associated with such improvements shall be included in the Contractor’s bid.Contractor is hereby notified that the maintenance dredging work will consume approximately all of the available capacity of the DMPA. As such, Contractor shall account for any inefficiencies that may exist when conducting the work as the capacity of the DMPA is reached, in particular with the management of water in the DMPA while maintaining water quality standards at the weir and discharge location. Regulatory Conditions:Contractor shall undertake the work in strict compliance with the USACE and FDEP Permit conditions contained in Attachments A and B, respectively, to the Project Specifications.

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