Loren Data's SAM Daily™

SAMDAILY.US - ISSUE OF MAY 19, 2024 SAM #8209
SOLICITATION NOTICE

20 -- CGC Stratton Fuel Tank Clean, Inspect and Repair

Notice Date

5/17/2024 9:23:58 AM
 

Notice Type

Combined Synopsis/Solicitation
 

NAICS

336611 — Ship Building and Repairing
 

Contracting Office

SFLC PROCUREMENT BRANCH 2(00085) ALAMEDA CA 94501 USA
 

ZIP Code

94501
 

Solicitation Number

70Z085PR240005034
 

Response Due

5/28/2024 8:00:00 AM
 

Archive Date

05/28/2024
 

Point of Contact

GEORGE, JERAMYAH, Phone: 5104375436, BRENDEN COX, Phone: 12068315347
 

E-Mail Address

JERAMYAH.W.GEORGE@USCG.MIL, BRENDEN.S.COX@USCG.MIL
(JERAMYAH.W.GEORGE@USCG.MIL, BRENDEN.S.COX@USCG.MIL)
 

Description

This is a combined synopsis/solicitation for commercial items/services prepared in accordance with the format in FAR Subpart 12.6 as supplemented with additional information included in this notice. Request for Quotations number is 70Z085PR240005034 and is issued as a request for quotations (RFQ). This announcement constitutes the only solicitation; quotations are being requested and a written solicitation will not be issued. This Request for Quotations incorporates provisions and clauses in effect through Federal Acquisition Circular 2005-65 dated January 29, 2013. The NAICS Code is 336611. The small business size standard is 1250. This is a total small business set aside. All responsible sources may submit proposals that will be considered by the agency. The contract will be awarded on a firm-fixed-price basis using simplified acquisition procedures in accordance with FAR Part 13.5. All responses from interested vendors must be�received on/before 0800am Pacific Time, May 28th, 2024, and will be reviewed by the Government. �� The United States Coast Guard Surface Force Logistics Center has a requirement for the following: The CTR shall provide: ITEM 1: Tank Leaks, Clean Inspect and Repair 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to clean, inspect, and repair leaks on boundary surfaces between tanks listed in Tables 1 and 2. NotICE Fuel Oil Storage Tank 5-52-0-F (Narrowest Width Areas ~ < 2�), and Aft Oily Water Tank 5-59-1-F (Size ~4�1�x4�x4�10�) are confined, small, and tight. Working in these tanks requires small workers. A-Team/APM: Modify and fill information in table as required. - from DISCREP #: 24012 : Leaks are reported between FO Storage Tank 5-52-0-F and Aft Oily Water Tank 5-59-1-F. - FO Storage Tank 5-52-0-F may be transferred/stripped out as follows : � - Residue below Transfer/Fill (~6� above Bottom) ~ 634 Gallons, � - Residue below Stripping/Suction (3/4� above Bottom) ~ 41 Gallons - Aft Oily Water Tank 5-59-1-F may be transferred/stripped out as follows : � - Residue below Transfer/Fill (~6� above Bottom) ~ N/A Gallons, � - Residue below Stripping/Suction (3/4� above Bottom) ~ 9 Gallons - MIL-HDBK-291 is no longer updated or supported by NAVSEA. Must SFLC temporarily apply SSPC-SP WJ-4/NACE WJ-4, SSPC-SP 11, and SSPC-SP 1 instead for now ? - 3.N Cleaning : Clean with Low Pressure Wash (WJ-4), Bare Metal Power Tool Cleaning (SSPC-SP 11), and Solvent Cleaning (SSPC-SP1) - 3.7 Leak check may not be standard procedure but applicable, as well as easier, less time and costs than 3.N Boundary tests iaw SFLC Std Spec 0740. - Lube Oil Tanks (Oily Water, Collecting, Waste, Leak, Drain, and Sump) are Coated Tanks (with Heavy Coat of Lube Oil) on NSC1, while they are Painted Tanks (with 2 x MIL-PRF-23236 Fuel and/or Ballast Tanks, ~Epoxy Paint) on NSC2&F. � - Lube Oil Tanks (Service, and Storage) must be fully preserved/coated if cleaned and inspected, due to small tanks and inexpensive preservation (i.e. Heavy Coat of Lube Oil) � - Lube Oil Tanks (Oily Water, Collecting, Waste, Leak, Drain, and Sump) are small tanks and exposed to sea water, water, or moisture. So, they are better fully painted for corrosion prevention and convenience. TABLE 1 Tanks (FUEL OIL)/COATED TANKS TANKS COMPONENTS INSPECT AREAS (SQFT) FLUID RESIDUES (GALLONs) Fuel Oil Storage Tank 5-52-0-F Overhead & Bulkheads Inner Bottom, Structures, and Pipings & Supports 11,544 300 Note : All information and quantities are approximate for bidding purposes only. TABLE 2 Tanks (LUBE OIL)/PAINTED TANKS TANKS COMPONENTS INSPECT AREAS (SQFT) FLUID RESIDUES (GALLONs) Aft Oily Water Tank 5-59-1-F Overhead & Bulkheads Inner Bottom, Structures, and Pipings & Supports 235 19 Note : All information and quantities are approximate for bidding purposes only. 1.2 Government-furnished property. None. 2. REFERENCES Coast Guard Drawings Coast Guard Drawing 418A-WMSL-100-001, Rev B, General Arrangements Coast Guard Drawing 418A-WMSL-100-006, Rev A, Inboard and Outboard Profiles Coast Guard Drawing 418A-WMSL-801-001, Rev A, Booklet of General Plans Coast Guard Drawing 750-WMSL-085-021, Rev C, Tank Capacity Curves (WMSL 752 Only) (ASC085013C) Coast Guard Drawing 750-WMSL-085-025, Rev -, Compartment Areas & Volumes NSC 3 & Follow (AS3085012) Coast Guard Drawing 750-WMSL-100-031, Rev K, Unit 2300 Structure - Inner Bottom - Fr 52 to Fr 64 (ASC100230) Coast Guard Drawing 750-WMSL-167-001, Rev J, Manhole List Installation and Fabrication Details Ship Wide (ASC167001) Coast Guard Publications Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2022, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2022, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2022, Requirements for Preservation of Ship Structures Other References American Society for Nondestructive Testing (ASNT), Recommended Practice No. SNT-TC-1A, 2020, Personnel Qualification and Certification in Nondestructive Testing American Society for Nondestructive Testing (ASNT), Standard No. ANSI/ASNT CP-189-2020, 2020, ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel American Welding Society (AWS) B1.10M/ B1.10, 2016, Guide for Nondestructive Examination of Welds American Welding Society (AWS) B1.11M/B1.11, 2015, Guide for the Visual Examination of Welds American Welding Society (AWS) D1.1/D1.1M, 2020, Structural Welding Code � Steel American Welding Society (AWS) D3.5, 2000, Guide for Steel Hull Welding ASTM Internationals (ASTM) G46, 2018, Standard Guide for Examination and Evaluation of Pitting Corrosion Code of Federal Regulations (CFR) Title 40, 2013, Protection of the Environment MIL-PRF-24176C, 2020, Cement, Epoxy, Metal Repair and Hull Smoothing MIL-STD-1689A, 1990, Fabrication, Welding, and Inspection of Ships Structure Society of Automotive Engineers (SAE)/Aerospace Material Specification (AMS) C 6183, 2019, Cork and Rubber Composition Sheet; for Aromatic Fuel and Oil Resistant Gaskets The Society for Protective Coatings (SSPC) Surface Preparation Specification No.3 (SSPC-SP 3), 2018, Power Tool Cleaning The Society for Protective Coatings (SSPC) Surface Preparation Specification No.11 (SSPC-SP 11), 2020, Bare Metal Power Tool Cleaning The Society for Protective Coatings (SSPC)/NACE International (NACE) Joint Surface Preparation Standard SSPC-SP WJ-4/NACE WJ-4, 2017, Waterjet Cleaning of Metals � Light Cleaning 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. The Contractor must submit a CIR for the inspections listed in the following paragraph(s) : 3.6 Leak check 3.8 Inspection 3.1.2 Tech Rep. The Contractor must provide the services of Tech Reps and personnels as follows : NDE Tech Rep : NDE Inspector/Level 2 Marine Chemist 3.1.2.1 NDE Tech Rep. The Contractor must provide the services of a qualified and certified NDE Inspector as follows: Perform Welding NDE inspections. 3.1.2.1.1 Qualifications/certifications. NDE Inspector/Level 2 certified and qualified in accordance with ASNT No. SNT-TC-1A. Submit the Tech Rep�s qualifications/certifications to the COR at the Arrival Conference. 3.1.2.1.2 Dates of services. Include the dates of services in which Tech Reps must be on site as per their subcontract documentation. 3.1.2.2 Marine Chemist. The Contractor must provide the services of Marine Chemist/Gas Free in accordance with Work Item General Requirements and SFLC Std Spec 0000. 3.1.3 Protective measures. The Contractor must furnish and install all protective measures in accordance with SFLC Std Spec 0000, paragraph 3.3.3 (Vessel component, space, and equipment protection). 3.1.4 Interferences. The Contractor must handle all interferences in accordance with SFLC Std Spec 0000, Paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the following : Vapors and gases Residual fluids/residues Gratings Manhole covers TLIs Sounding tubes Piping, hoses, and supports Cables, wires, and supports 3.1.4.1 Tank residual fluids.� Remove and dispose of all tank residual fluids in accordance with all applicable federal, state, and local laws and regulations. 3.1.5 Work locations. The concerned work areas are listed in Tables 1 and 2. See the applicable drawings in Section 2 References for guidance, locations, and details. 3.1.6 Materials, tools, and services. The Contractor must provide materials, tools, and services to accomplish the requirements in this work item. New components, parts, materials, and paints with the same color, comparable and matching material properties as the existing components/parts. Use references in Sections 1, 2 and SFLC Std Specs for guidance, required materials, and details. 3.1.7 Safety. The Contractor must provide safety measures as follows : Notify the Coast Guard Inspector prior to opening any accesses to the designated tanks. Open all accesses to the designated tanks using non-sparking tools. Provide barriers over any open holes in the deck to prevent personnel from falling into open manholes, and post warning signs at the forward, aft, inboard, and outboard sides of all open accesses, while manhole covers are removed. Warning signs must read: �DANGER, COVER IS REMOVED.� Provide adequate explosion proof lighting to illuminate the work area during cleaning and inspection. Provide adequate lighting during night hours to illuminate hazards. WARNING! Petroleum products are flammable, combustible, explosive, or toxic. Handle them with proper ventilation, safety, and caution especially for Hotwork. Empty any fuel tanks underneath and lower fluids in any tanks nearby. 3.1.8 Ventilation requirements. The Contractor must accomplish all requirements of SFLC Std Spec 6310, 3.1.16 (Ventilation requirements for confined spaces) and SFLC Std Spec 0000, 3.3.1.1 (Temporary ventilation) throughout the entirety of this work item. Ventilation must be a continuous airflow with a minimum of one complete air change every four (4) hours. Provide heated air to maintain the proper temperature during application and cure, if required or necessary. 3.1.9 Work coordination. The Contractor must coordinate the accomplishment of this work item with the following work items: Pipings, Inspect Test and Repair Welding, Provide (Additional) 3.2 Operational test � initial. Prior to commencement of work, the Contractor must witness Coast Guard personnel perform an initial operational test of the equipment listed below to demonstrate existing operational condition. Submit a CFR. TLIs 3.2.1 TLIs. TLIs must be tested as follows : Sensors. Perform an initial operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed).� Interfaces. Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed). Note Coast Guard personnel will operate all shipboard equipment and machinery. 3.3 Tank opening. The Contractor must provide a marine chemist to open the oiltight manhole covers, exhaust fluid vapors, and ensure fresh air circulation for at least 24 to 48 hrs. Open and ventilate the confined spaces in accordance with SFLC Std Spec 0000, Paragraph 3.3.1.1 Temporary ventilation and 3.3.1.2 Confined or enclosed space entry and hot work. Provide fall protection to cover tank manhole cover when opened for ventilation/work. CAUTION! Toxic vapors may exist in tanks. Do not leave the tanks open unless certified �Safe for Personnel � Safe for Hotwork.� Do not allow open flames, sparking electrical apparatus, electric lights, flashlights, or tools that may cause sparks in or near open tanks. 3.4 Temporary plugs. The Contractor must plug all inlet and outlet piping in the tank to prevent contaminants from entering the tank or piping system. Use plugs with an attached lanyard, ring or other system that will ensure plugs are not lost in the pipe openings.� 3.4.1 Plug log. The Contractor must keep a written record of all installed plugs. Keep a separate list for each tank. Maintain a plug accountability log posted immediately outside the tank to prevent any of the installed temporary plugs from being lost inside the tank or left behind inside at tank closure. The log must include the type and size of each plug, installation date, and removal date. Submit this log to the COR after completion of work item via a CFR. 3.4.2 Plug removal. The Contractor must ensure that all plugs are removed from each tank upon completion of work in the tank. 3.5 Cleaning. The Contractor must clean all designated tanks in accordance with SSPC-SP WJ-4/NACE WJ-4, SSPC-SP 11, and SSPC-SP 1. CAUTION Flammable and toxic vapors may be present in fuel, dirty oil sludge, or other tank contaminants. These vapors may be released from the tank into the compartment�s atmosphere during the cleaning process. Maintain gas free certification for the duration of all work performed in the tanks. Use non-sparking tools exclusively. 3.5.1 Clean. The Contractor must clean all designated tank interior surfaces free of all foreign materials, such as sediment or sludge. Low-pressure (less than 5,000 psi) fresh water wash of all surfaces areas to remove soluble chlorides and other surface contaminants using SSPC-SP WJ-4/NACE WJ-4. Remove all defective coating or rust areas to SSPC-SP 11. Solvent clean surface areas for substrate repairs or preservations to SSPC-SP 1. Remove all persistent residues, taking care not to damage the tank coating system. Remove cleaning media and residues continuously from the tank during the washing process. Remove any residual wash media and wipe up residual moisture with clean cloths. Wipe the interior tank structure dry and free of all cleaning agents. WARNING Heat can damage coating inside or in adjacent tanks. In general, do not use hot water or steam with temperature higher than 125 degrees F (52 degree C) for cleaning tanks. A-Team/APM: - 3.7 Leak check may not be standard procedure but applicable, as well as easier, less time and costs than 3.N Boundary tests iaw SFLC Std Spec 0740. 3.6 Leak check. In the presence of the Coast Guard Inspector, the Contractor must determine leaking points on boundary surfaces between enclosures/tanks in accordance with SFLC Std Spec 0740 or proposed method and solution below. Submit a CIR. Ensure that all adjacent enclosures/tanks and related piping are blanks/seals and separated from enclosures/tanks and related piping being tested/checked. Fill fresh water up all heights of the smaller tanks suspected of leaks first. (i.e. Aft Oily Water Tank 5-59-1-F) Investigate and note bubbles and water leaks from leaking points/defects/damages. Remove/strip and dispose all fresh water in tanks tested/leak-checked. Wipe the interior tank structure dry and free of all cleaning agents. 3.7 Tank content and waste removal. The Contractor must dispose of residual tank contents and any cleaning fluids in accordance with all applicable federal, state, and local laws, ordinances, and regulations. Notify the COR (in writing) at least 48 hours prior to removal of wastes and fluids. Document a complete chain of custody record of the removed tank contents and generated wastes, from the vessel to the point of final destination or delivery. Submit document to the COR upon completion of work. WARNING Must not use the Fuel Service or Transfer systems to drain the water from the tank. Excessive fuel contamination will result. 3.8 Inspection. In the presence of the Coast Guard Inspector and as designated by the COR, the Contractor must inspect all surfaces including exposed substrates in Table 1 after cleaning surfaces/ removing coating and prior to preserving substrates in accordance with SFLC Std Spec 0740. Submit a CIR. 3.8.1 Visual inspection (VT). The Contractor must visually inspect all interior surfaces, including, but not limited to bulkheads, inner bottoms, and overhead plating, structural members, watertight closures/manhole covers, fasteners and gasket seating. Reports must include the following, as applicable : Leaks (for any fluid leaks) Structural conditions (for any pitting, corrosion, erosion, defects, and damages) Inaccessible/limited access areas, if existing Condition of coating, including measurements taken, e.g. percentages, locations, and types of coating failures Tank level indicator (TLI) and/or float switch condition (if applicable) Sounding/vent tube and striker plate condition Suction and discharge piping condition Fastener material and condition (correct fastener material is SS316) 3.8.1.1 TLI. Pay particular attention to the condition of the TLI wiring and junction boxes. 3.8.2 Pit measurement. The Contractor must measure 100 pits on all observed �pits� using a Contractor supplied �Pit Gauge� in accordance with SFLC Std Spec 0740, Paragraph 3.13 (Evaluation of pitting corrosion). The results of these measurements must be included in the inspection report, showing where pit measurements were taken and the depth of the pit. NOTE Pit measurements must be taken on cleaned/exposed substrates in accordance with SFLC Std Spec 0740 (in accordance with ASTM G46 via SFLC Std Spec 0740) 3.8.3 Ultrasonic test (UT). The Contractor must take 100 UT measurements for determining suspected cracks and remaining substrate thicknesses in accordance with SFLC Std Spec 0740, Appendix C. The results of these measurements and the locations where they were taken must be included in the inspection report. UT for cracks. Take UT measurements along suspected cracked substrates/discontinuities to determine their boundaries. UT for thickness measurement. Take UT shots in the surrounding area of any pit measuring greater than 25% of plate thickness. UT shots must be taken in the four quadrants at an equal-distant radius from the pit center until full plate thickness is measured. 3.9 Crack repair. Contractor must repair cracks as found by clad welding on both sides where applicable in accordance with SFLC Std Spec 0740 as follows : 3.9.1 Vee out. The Contractor must vee out along crack lines until crack ends in accordance with SFLC Std Spec 0740, Coast Guard Drawing 750-WMSL-100-031. 3.9.2 Drilling. The Contractor must drill crack ends to remove sharp edges for preventing crack expansions. 3.9.3 Welding. The Contractor must clad-weld all crack lines and end holes and ensure that welding does not warp or cause any distortion to adjacent structures in accordance with SFLC Std Spec 0740. Upon completion of all welding, grind edges down smooth with adjacent surfaces. 3.10 Hole repair. Contractor must repair holes as found by clad welding or insert plates on both sides where appropriate in accordance with SFLC Std Spec 0740 (3.12 Repair of Holes) as follows : 3.10.1 Opening. The Contractor must open up the original holes to minimum diameters equal to the plating thickness including minimum opening angles of 20 degrees before welding. 3.10.2 Welding. The Contractor must clad-weld all holes and ensure that welding does not warp or cause any distortion to adjacent structures in accordance with SFLC Std Spec 0740. Upon completion of all welding, grind edges down smooth with adjacent surfaces. 3.11 Alignment and fairness tests. In presence of the Coast Guard Inspector, the Contractor must measure alignment and fairness of the newly welded structures (e.g. bulkheads/decks, frames, girders, and stiffeners) in accordance with SFLC Std Spec 0740, Paragraph 3.5 Fairness, and MIL-STD-1689A, Section 12.3 Alignment and Fairness. Submit a CFR. Ensure that all misalignments and deviations meet requirements and do not exceed tolerance limits as specified in MIL-STD-1689A, Section 12.3 Alignment and Fairness. Realign structures and fair plates until pass the test, 3.12 NDE. In presence of the Coast Guard Inspector, the Contractor must perform NDE on the new welding in accordance with SFLC Std Spec 0740, Appendix C. Submit a CFR. 3.13 Boundary test. In presence of the Coast Guard Inspector, the Contractor must verify the integrity of all boundaries affected by this work item using one of the methods described in SFLC Std Spec 0740, Appendix C. Submit a CFR. 3.14 Substrate filling and fairing by epoxy for shallow pits and small corrosions (i.e. pits < 25% or corrosions < 25%). The Contractor must fill small pin holes, shallow pitted substrates (with remaining plate thicknesses over 75% of required plate thicknesses), and fair corroded substrates (with remaining cross sections over 75% of required cross section areas), with epoxy to delay further corrosions, after removing insulation, surface covering, and/or coating in accordance with SFLC Std Spec 6310, Appendix A (Cutter and Boat Exterior Painting Systems), ""Metal Repair and Hull Smoothing"", MIL-PRF-24176, and manufacturers� instructions. Procure 1 kit of epoxy (e.g. Belzona 1111, 0.5 Gallon/5 Kg Kit or equivalent) to conduct repairs. Apply remaining epoxy over high corrosion and erosion areas. (e.g. substrates repaired by clad welding, corners, edges, sills, welding seams, and high contact surfaces) 3.15 Surface preservation. The Contractor shall clean, prepare, prime and paint all surfaces as follows: 3.15.1 Fuel oil tanks (Storage, Service, and Overflow Tanks e.g. Fuel Oil Storage Tank 5-52-0-F). The Contractor must prepare and coat interior surfaces including all adjacent structural members, using the method specified in SFLC Std Spec 6310, Appendix B (Cutter and Boat Interior Painting Systems). Apply finish/top coat to match existing adjacent surfaces. Select option(s) as follows: Tanks and Voids (Lube Oil and Fuel Tanks, Unballasted with Water Extraction Systems) (i.e. Heavy Coat of Lube Oil) 3.15.2 Touch-up preservation. The Contractor must prepare and coat all new and disturbed surfaces to match existing adjacent surfaces in accordance with SFLC Std Spec 6310, Paragraph 3.1.13 (Touch-ups and minor coating repairs). Select finish/topcoat color to match existing adjacent surfaces. Prepare and touch up the coating on all manhole cover internal and external surfaces. Must not paint any manhole cover fasteners. 3.16 Tank closing. The Contractor must provide a marine chemist to close the oiltight manhole covers, and ensure that the tank(s) remain open for approximately 24 hours after completion of the tasks specified above. Notify the COR 24 hours prior to tank closing. After satisfactory inspection by the Coast Guard Inspector and completion of all authorized repairs, accomplish works as follows : Remove all plugs, tools, and foreign objects from the tanks, upon verification by the Coast Guard Inspector. The Coast Guard Inspector will conduct a final inspection of the tank to verify that all tools, plugs, and foreign objects have been removed. Chase threads on studs to ensure even installation of the access covers. Renew all fasteners (e.g. nuts, washers, and grommets including missing ones) in accordance with Coast Guard Drawing 750-WMSL-167-001. Close tank manhole cover(s) using new gasket material in accordance with Coast Guard Drawing 750-WMSL-167-001, and SAE AMS-C-6183B. Submit a CFR with the completed plug log. 3.17 Operational test-post repair. After completion of work and in the presence of the Coast Guard Inspector, the Contractor must witness an operational test (by Coast Guard personnel) of the equipment listed below to demonstrate satisfactory operational condition. Submit a CFR. TLIs 3.17.1 TLIs. TLIs must be tested as follows: Sensors. Perform a post-work operational test of each tank TLIs to demonstrate that each radar head/sensor is functional (i.e., Digital readout is displayed).� Interfaces, Ensure that there is interface/communication between the TLI sensor and the Machinery Control and Monitoring System (i.e. Digital readout at the TLI is identical to that displayed). Note Coast Guard personnel will operate all shipboard equipment and machinery. 3.18 CFR. The Contractor must summarize and submit all CFR to the COR if additional work is necessary or required. 4. NOTES 4.1 Tank content transfer/striping. The Ship force will pump down the tanks to the maximum extent possible with the installed pumping system. Delivery Address: USCGC STRATON 1 EAGLE RD� Alameda, CA 94501 Questions and quotes shall be emailed to Jeramyah.W.George@uscg.mil and Igor.Guerrero@uscg.mil. Contractors are responsible for verifying receipt of quotes. INTERESTED VENDORS PLEASE SIGN AN OFFICIAL QUOTE WITH A SAM.GOV REGISTERED DUNS NUMBER AND EMAIL TO Jeramyah.W.George@uscg.mil and Igor.Guerrero@uscg.mil.�
 

Web Link

SAM.gov Permalink
(https://sam.gov/opp/61a395f487b84341bf44616f835d486b/view)
 

Place of Performance

Address: Alameda, CA 94501, USA

Zip Code: 94501

Country: USA
 

Record

SN07068555-F 20240519/240517230048 (samdaily.us)
 

Source

SAM.gov Link to This Notice
(may not be valid after Archive Date)

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