Joint Base Pearl Harbor-Hickam Wave Attenuator Install
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General Information
- Contract Opportunity Type: Solicitation (Original)
- Original Published Date: Jan 29, 2025 01:07 pm CST
- Original Date Offers Due: Feb 28, 2025 03:00 pm CST
- Inactive Policy: 15 days after date offers due
- Original Inactive Date: Mar 15, 2025
- Initiative:
- None
Classification
- Original Set Aside:
- Product Service Code: N020 - INSTALLATION OF EQUIPMENT- SHIP AND MARINE EQUIPMENT
- NAICS Code:
- 237990 - Other Heavy and Civil Engineering Construction
- Place of Performance: Honolulu , HI 96818USA
Description
This project includes all investigation, surveying, and construction necessary to design and install a wave attenuator as described herein. The project includes all demolition, relocation, temporary construction and restoration necessary to produce a complete and useable facility. The project includes installing a new floating wave attenuator system that is approximately 300 feet long and
securing it to the ocean floor in the configuration noted herein. The work includes, but is not limited to the following:
1. Design of Wave Attenuator
- Site Development: There is not landside site development work required. The project has received approval from all authorities as referenced in Section J of the attached solicitation.
- The work includes developing the detailed engineering, shop drawings and specifications for the floating wave attenuation systems, auger piles, mooring systems (chains, cables, etc) signage, and all related appurtenances and elements as well as specifying construction techniques in accordance with all requirements governing Rainbow Bay Marina JBPHH, Hawaii for certain components of the construction work such as anchoring operations for a complete and usable floating wave attenuation system.
2. Purchase and Installation of Wave Attenuator
- The new wave attenuator shall be a “whisper wave” product (or equal) and secured to the ocean bottom as required. Reference Attachment Section, Wave Attenuator Layout.
- The attenuation system shall be able to withstand the greater of; waves at least 4’ high or as called for in the wind wave analysis.
- Anchorage to the sea bottom (encl 3c) shall be provided and installed in sufficient size, quantity and spacing to resist the environmental loads listed in the wind wave analysis. The connective ties that connect the floating wave attenuator to the anchors shall be as recommended by the manufacturer and able to withstand the forces listed in the wind wave analysis (encl 3d). They shall be of an appropriate material, that is elastic in nature (i.e. Sea Flex or equal) or rigid (i.e. chains or cables).
- No utilities are to be installed in or extended to the wave attenuator system.
- Solar-powered LED lights to mark the location of the floating wave attenuator shall be installed as required by applicable law.
- Four mooring balls shall be installed an accordance with Marine spacing standards to allow mooring of vessels up to 50’ in length.
Attachments/Links
Contact Information
Contracting Office Address
- DET MILLINGTON 5720 INTEGRITY DRIVE
- MILLINGTON , TN 38055-6500
- USA
Primary Point of Contact
- A'Keesha Stark, Contracting Officer
- akeesha.r.stark.naf@navy.mil
- Phone Number 901-930-7405
Secondary Point of Contact
- Nika Maldonado, Contract Specialist
- nika.n.maldonado.naf@us.navy.mil
- Phone Number 901-930-7728
History
- Feb 24, 2025 03:40 pm CSTSolicitation (Updated)
- Feb 24, 2025 07:59 am CSTSolicitation (Updated)
- Feb 20, 2025 04:13 pm CSTSolicitation (Updated)
- Feb 13, 2025 03:20 pm CSTSolicitation (Updated)
- Feb 10, 2025 08:13 am CSTSolicitation (Updated)
- Feb 07, 2025 03:17 pm CSTSolicitation (Updated)
- Jan 29, 2025 01:07 pm CSTSolicitation (Original)