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This Solicitation opportunity from Florida was posted on February 9, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Addendum 2 BDC22-23/24 John Pennekamp Coral Reef State Park Restroom Replacement

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ITB-07941State & Local

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NAICS: 333924
New
DIBBS
BINDER, LOAD
Solicitation # SPE8EF-27-T-0188
Solicitation SPE8EF-27-T-0188 is a request for quotations issued by DLA Troop Support, Construction and Equipment Manufacturing and Construction for the procurement of 61 units of Load Binders, identified by NSN 3990-01-554-6200 and Columbus McKinnon Corporation part number D060164. The requirement is designated as a total small business set-aside under FAR 19.5, with a response deadline of November 9, 2026. Delivery is required within 167 days after order, with a need ship date of April 26, 2027, and a final required delivery date of September 13, 2027. The items are to be delivered FOB Origin to DLA Distribution Red River in Texarkana, Texas, where both inspection and acceptance will take place. The contract mandates strict adherence to packaging and marking standards, requiring compliance with MIL-STD-129 and ASTM D3951, though DLA Master List technical and quality requirements take precedence. Palletization must follow RP001 guidelines. Administrative requirements include the use of the Wide Area WorkFlow system for invoicing and payment. Key regulatory clauses are incorporated, including DFARS 252.204-7012 for safeguarding covered defense information and various prohibitions regarding hazardous materials and covered telecommunications equipment. Offerors must maintain current certifications in the System for Award Management and provide safety data sheets where applicable to be considered responsible for award.
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This contract pertains to the replacement of restrooms at John Pennekamp Coral Reef State Park, with a bid deadline set for February 27, 2024. The project involves the installation of augercast piles, which must be installed according to geotechnical recommendations provided in a report prepared by Universal Engineering Sciences, now incorporated into the bid package. Clarifications were issued regarding the length of reinforcement bars, the necessity of test piles, and the scope of galvanization for reinforcement steel, emphasizing that all reinforcement steel used in foundations, slabs, and walls must be hot-dipped galvanized in accordance with ASTM standards. Bidders are required to acknowledge receipt of this addendum by signing and including it with their bid submissions, which are to be directed to Macey Robinson of the Florida Department of Environmental Protection. The project is organized under NAICS code 333924 and is managed by the Florida DEP, with additional details available through the provided online link.

Documents

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Addendum No. 2 – John Pennekamp Coral Reef State Park Restroom Replacement

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AgencyFlorida Department of Environmental Protection (DEP)
Contacts1 person available
OfficeN/A
Office AddressN/A

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February 9, 2024NOTICE TO APPLICANTSADDENDUM NO. TWO (2)John Pennekamp Coral Reef State Park – Restroom ReplacementDEP BID NO. BDC22-23/24TO BIDDERS AND PLAN HOLDERS ON THE ABOVE REFERENCED PROJECT: PLEASE NOTE CONTENTS HEREIN AND INCLUDE, SIGNED, WITH YOUR BID SUBMISSION.NOTICEIt will be required that this addendum be signed in acknowledgment of receipt and that it be included with your Bid when same is submitted to Macey Robinson, Contracts Specialist, Bureau of Design and Construction, 3800 Commonwealth Blvd., MS #520, Tallahassee, Florida, 32399-3000. Failure to do so may be grounds for rejection of the Bid._______________________________________Signature of Contractor and DateThe following statements supersede & supplement the corresponding items in the specifications & drawings:1. Question: On sheet S101 under Augercast Piles paragraph 1 it states“AUGERCAST PILES 1. AUGERCAST PILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS AUGERCAST PILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES CONTAINED IN THE GEOTECHNICAL REPORT "JOHN PENNEKAMP ELEVATED RESTROOM" (UES PROJECT #: 2130.1900055, UES REPORT #: 1720074) PREPARED BY UNIVERSAL ENGINEERING SCIENCES ON 1 NOVEMBER 2019.”This report was not included in the bid document. Please provide the Geotech report.Answer: Please find attached the geotech report.2. Question: On sheet S102 detail 1 Piling & Column Section it calls for at the bottom of the pile (1) #9 Mid rebar. What is the length of the #9 rebar?Answer: The #9 mid rebar should be the full length of the pile.3. Question: Appendix E in the Geotech report specifications for the augercast piles paragraph 2.03 states that two test piles shall be installed, and static load tested by the Contractors as directed by the Geotech engineer. It also states to provide tension load test on the piles. Please clarify if the contractors must provide test piles since the title of the specification’s states (not to be used for construction). This is confusing.Answer: Test piles are not required.4. Question: The Note on Detail 1 “Piling and Column Section” on sheet S102 states “All reinforcement shall be galvanized” Does this only applies to the columns and piles or to the entire rebar for the entire structure (i.e. elevated slab, masonry walls and tie beams)?Answer: Please refer to the Structural Plan Notes:Masonry section, item #77. ALL REINFORCING STEEL TO BE HOT DIPPED GALVANIZED GRADE 60 PER ASTM A615, REINFORCING BARS SHALL BE PLACED IN THE MIDDLE OF THE CELLS AND TIED OR OTHERWISE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THE BAR DOES NOT MOVE DURING GROUTING. MINIMUM LAP AT ALL SPLICES OR DOWELS SHALL BE PER TENSION LAP SPLICE SCHEDULE, UNLESS OTHERWISE NOTED ON THE DRAWINGS.Cast in Place Concrete section, item #33. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE HOT DIPPED GALVANIZED FOR FOUNDATION SLABS, FOOTINGS, CMU WALLS & TIE-BEAMS,: ASTM A1094, ASTM A615, GRADE 60, fy = 60,000 psiThe John Pennekamp Restroom Replacement geotech report is hereby incorporated into the bid package. The revised bid package can be found at https://publicfiles.dep.state.fl.us/DRP/BDC/BDC%20Public%20Files%20FY23-24/BDC22-23-24%20Pennekamp_-_Restroom_Replacement/. Please contact the Bureau of Design and Construction’s Contracts Section at contact@example.gov with any questions.In all other respects, the contract documents of which this is an Addendum, and attachments relative thereto, shall remain in full force and effect.

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