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E2 (SRF) YSK-DD4 REPAIR OF DOCK STRUCTURES

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Federal

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The E2 (SRF) YSK-DD4 Repair of Dock Structures project, managed by Navfac Far East for the Department of the Navy, involves the comprehensive repair of wall alters and floors for Yokosuka Dry Dock 4. This priority one effort is funded by the CNIC Fund and is scheduled for completion by the first quarter of fiscal year 2026. The project is categorized under NAICS code 237990 and is currently listed as a forecast. The necessity for these repairs stems from the dock being over 100 years old, with annual inspections by NAVFAC PW5 revealing major cracks, erosion, and subsurface water leakage. This work is a direct response to a Dry Dock Safety Certification Audit reported by NAVSEA in November 2017. To ensure structural integrity, the project follows a framework similar to ongoing work at Dry Docks 5 and 6, with an initial focus on engineering studies and design.

General Info

Navfac Far East will repair Yokosuka Dry Dock 4 structures by FY2026.

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

USA

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NONE

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Organization & Contact Information

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AgencyDepartment Of The Navy → Navfac Far East
ContactsNo contacts available
OfficeN/A
Office AddressN/A
ContactsNo contact information available

Full Description

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1) Desired Completion Date: FY26Q1 3) Fund Source: CNIC Fund 4) Supported Customer: SRF 5) When will be fund available (If Customer Fund): N/A 6) Work Priority: Pri-1, Normal Work 7) Plant Replacement Value (PRV): N/A 1. Scope of Work: a. Perform complete repair of dock structures (wall alters and floors). (1) Repair of dock structures (wall alters and floors). 2. Justification / Reason: a. Even though Yokosuka Dry dock #4 is U. S. Navy certified dry dock, engineering study for maintenance/repair the dock structure has never conducted before. As a report of annual dry dock inspection conducted by NAVFAC PW5, dock structure shows major cracks and erosion due to age, and also there are leakage of subsurface water from the walls. Since this dry dock is over 100 years old. SRF would like to request to perform the complete repairs as required. b. This work request has been generated by Dry Dock Safety Certification Audit reported item by NAVSEA of 29 November 2017. 3. Recommendation / Information / Special Requirements: a. SRF desires to start an engineering study and design in FY23. b. Please see the enclosed (1) FY19 Control Inspection reports for Dry dock #4 by NAVFAC PW5 (2) Naval Sea System Command(NAVSEA) Audit letter (Sr 04X/305) of 16DEC2019 c. There is similar project at DD#5 and #6.

Similar Contracts

Same NAICS industry code

NAICS: 237990
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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.
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