CGC MUNRO Seawater Strainer, Overhaul and Inspect

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Subpart 12.6 as supplemented with additional information included in this notice. 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 2005-84 dated Nov 1, 2015. 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. Past performance will be considered in the selection of the awarded vendor. Primary POP: 30Nov - 4DEC The United States Coast Guard Surface Force Logistics Center has a requirement for the following: 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to overhaul and inspect the duplex seawater strainer, lap and seat plug valves, balls, and/or other internal strainer parts. TABLE 1 - LIST OF DUPLEX STRAINERS IDENTIFICATION BASIC LOCATION SERVICE TYPE SIZE AND CONNECTION 1-MSW-F-001 1-MSW-F-4-63-1 MPDE#1 S/W STRAINER PLUG 8 FLANGED HAYWARD DUPLEX ST524KIR ASTM B148 No. 50 1.2 Government-furnished property. None. 1.3 Period of Performance: Primary: 30 Nov 2020 - 4 Dec 2020 Secondary: 7 Dec 2020 - 11 Dec 2020 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 750-WMSL 520-1, Rev G, Seawater Cooling System Diagram (ASC520001) Coast Guard Drawing 750-WMSL 520-22, Rev - , Seawater Cooling System Diagram (ASC520001B) Coast Guard Drawing 750-WMSL 520-23, Rev - , Seawater Cooling System Diagram (ASC520001C) Coast Guard Drawing 750-WMSL 520-3, Rev B, Machinery Central Seawater Cooling System Schematic (ASC520012) Coast Guard Drawing 750-WMSL 520-26, Rev B, SEAWATER COOLING SYSTEM DIAGRAM (ASC520001F) COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2014, Requirements for Preservation of Ship Structures Coast Guard Technical Publication (TP) 7120, 17-OCT-07, Duplex Strainer 3/4" Thru 8" - Model 50 OTHER REFERENCES ASTM International (ASTM) D1330, 2004, Standard Specification for Rubber Sheet Gaskets Society of Automotive Engineers (SAE) Aerospace Material Specification (AMS) G-6032, 1999, Grease, Plug Valve, Gasoline and Oil Resistant, NATO Code Number G-363, Metric 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. - 3.3 Duplex Seawater strainer repair. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor shall furnish and install suitable covering to seal off and protect all non-affected surfaces/equipment and spaces near the work area against contamination during the performance of work. Upon completion of work, remove protective material and inspect for the presence of contamination. Clean all equipment and spaces, contaminated due to improper protection, to original condition of cleanliness. 3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). Known interferences include, but are not limited to the below-listed: - Piping and hoses. - Sea water 3.1.5 The Contractor shall be responsible for collection, removal and disposal of all residual water in piping systems associated with overhaul of strainers in accordance with all applicable Federal, State and local regulation. 3.2 Requirements. The Contractor shall conduct an internal examination of the seawater strainer as described in 46 CFR 61.20-5 (b) to ensure that the strainers are able to continue in service, as shown in Coast Guard Drawings 750-WMSL 191-1, 750-WMSL 520-1, 750-WMSL 520-22, 750-WMSL 520-23 and 750-WMSL 520-3. Inspect and test the designated strainers listed on Table 1 in accordance with manufacturer's recommendations and TP 7120. 3.3 Duplex sea water strainer repair. The Contractor shall perform the following work on the duplex seawater strainer listed in Table 1: 3.3.1 Open each side of the sea water strainer. Clean and inspect the strainer basket housing and the strainer basket. Dispose of any shells or debris in the strainer baskets. 3.3.2 Visually inspect each side of the strainer housing and the strainer baskets in the presence of the Coast Guard Inspector. Submit a CIR. 3.3.3 Reassemble each strainer housing. Renew all gaskets with material conforming to ASTM D1330 of the same size and configuration as those gaskets removed. 3.3.4 Plug valve repair. Disassemble and remove the plug valve assembly with strainer remaining in place. Clean and inspect the plug valve. Note any indications of scoring or damage. Submit CFR. 3.3.4.1 Lap the plug valve to the valve seat. 3.3.4.2 Using Prussian Blue compound, demonstrate an 80% contact between the plug valve and the seat to the Coast Guard Inspector. 3.3.4.3 Reassemble the plug valve assembly. Use new gaskets and o-rings (not provide as GFE). Install new packing in the valve stem. Lubricate the plug valves during reassembly with grease conforming to AMS-G-6032. 3.3.4.4 Demonstrate proper operation of the strainer to the Coast Guard Inspector. 3.4 Dock trials. During dock trials, the Contractor shall open each side of each strainer basket and demonstrate to the Coast Guard Inspector the ability to change each strainer basket with minimal leakage of water out of the strainer basket housings. Submit CFR. NOTE Minimum leakage is defined as water leaking past the plug valve does not interfere with being able to clean the strainer baskets in the off-line side of the sea strainer. 3.5 Touch-up preservation. The Contractor shall 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.) CAUTION Don't paint packing glands, valve stems, threads, and similar working surfaces. 4. NOTES 4.1 Definition. The term "Duplex" as used in this work item refer to the generic strainer type, not a manufacturer's brand name. 4.2 MPDE strainers require major interference removal in order to remove strainers from ship. MPDE strainers will not be removed from cutter for overhaul. 63110_GBS_0317_418 WORK ITEM 2: Cofferdam, Install 1. SCOPE 1.1 Intent. This work item describes the requirements for the Contractor to install cofferdams at the sea chest related Work Item: Seawater Strainer, Overhaul and Inspect. 1.2 Government-furnished property. None. 2. REFERENCES COAST GUARD DRAWINGS Coast Guard Drawing 750-WMSL-100-001, Rev L, General Arrangements (ASC100001) Coast Guard Drawing 750-WMSL-100-031, Rev E, Unit 2300 Structure - Inner Bottom - FR 52 to FR 64 (ASC100230) Coast Guard Drawing 750-WMSL-101-030, Rev C, Shell Expansion Scantlings (AS3101017) Coast Guard Drawing 750-WMSL-801-004, Rev B, Booklet of General Plans (ASC801001C) COAST GUARD PUBLICATIONS Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2014, General Requirements OTHER REFERENCES Naval Sea Systems Command (NAVSEA) S0600-AA-PRO-160, 8/15/2008, Underwater Ship Husbandry Manuals - Chapter 16 (Cofferdams) 3. REQUIREMENTS 3.1 General. 3.1.1 CIR. None. 3.1.2 Tech Rep. Not applicable. 3.1.3 Protective measures. The Contractor shall furnish and install all protective coverings to seal off and protect all non-affected vessel's components, equipment, and spaces near the work area against contamination during the performance of work. Upon completion of work, the Contractor shall remove all installed protective measures, inspect for the presence of contamination, and return all contaminated equipment, components, and spaces to original condition of cleanliness. 3.1.4 Interferences. The Contractor shall handle all interferences in accordance with SFLC Std Spec 0000, paragraph 3.3.5 (Interferences). 3.1.5 Work coordination. The Contractor shall coordinate work on this item with following Work Item: - Seawater Strainer, Overhaul and Inspect 3.2 Work Location. The concerned work area(s) is: - Main Propulsion Diesel Engine, Seawater Duplex Strainer. 3.3 Cofferdam Fabrication. The Contractor shall fabricate and install a cofferdam (blank cover) over the port and starboard sea chests for Raw Water Pump sea chest. See Coast Guard Drawings 750-WMSL-100-031, 750-WMSL-101-030 and 750-WMSL-801-004 for guidance. 3.3.1 Cofferdam fabrication and installation shall be accordance with the NAVSEA S0600-AA-PRO-160. 3.3.2 Fabricate and install a plug on the outside overboard discharge and blank flanges inside the overboard discharge piping for the Raw Water Pump sea chest. 3.3.3 Inspect the structure surrounding the cofferdam for deterioration and corrosion and submit a Condition Found Report to the Coast Guard Inspector. 4. NOTES This section is not applicable to this work item. CONSOLIDATED LIST OF CRITICAL INSPECTION ITEMS The following is a list of work items, which contain Critical Inspection reports, which the Contractor must complete within the first 25% of the availability contract period (see SFLC Std Spec 0000, paragraph 3.2.6.5 (Inspection report particulars)): Work Item Title 2 Seawater Strainer, Overhaul and Inspect PRINCIPAL CHARACTERISTICS 418' WMSL PHYSICAL Length overall 418' 0" Length between perpendiculars 390' 0" Maximum beam 54' 0" Beam @ 01 level 47' 9-1/8" Depth (01 level @ side to baseline) 39' 2-3/4" 01 deck camber foredeck 1/4" in 1'-0" Minimum berth depth 20' 0" Height of highest projection Approximately 119' Draft, design 14.40' Design displacement 3925 long tons MACHINERY Two diesel engines MTU 20V, 20-cylinder 9,730 SHP each One gas turbine General Electric LM2500; 29,500 SHP Type of propulsion CODAG Electrical system 24 Volt DC Two controllable pitch propellers Rolls-Royce 5 blade, 14' 0" diameter; 229 RPM max Two reduction gears RENK One cross connect gear RENK HULL Hull material 5086 Aluminum HSLA-80 Steel ABS EH 36 Steel ABS AH 36 Frame spacing FWD of FR 9 2' 3" FR 9 to FR 10 6' 9" FR 10 to FR 98 4' 1" FR 98 to FR 99 3'-8" ELECTRICAL Power Three 1360 kW, 450 V, 60 Hz, 3 Phase, 1800 RPM Caterpillar 3512B diesel engines with Baylor ship service generators Shore tie cable Seven MIL-C-24368/2 (NATO) shore power receptacles, 400 A each TANK CAPACITIES Diesel oil 220,359 gal Fresh water 12,454 gal JP-5 Fuel 35,182 gal 00000_0220_FLT REC_00000_FLT_Commercial Project @ CG Facility (1212) General Requirements 1. SCOPE 1.1 Intent. This standard specification invokes general requirements for conducting vessel repairs performed by commercial contractors at a Coast Guard facility for Coast Guard vessels. 1.2 Term interchangeability. The terms 'Contractor', 'CG Yard', 'NAVSTA EVERETT', 'shipyard', 'Base', and 'Coast Guard Industrial' are used interchangeably in this specification. Where the primary service provider is Coast Guard personnel, references to contractor and other noted descriptors within this specification or within drawings, publications, SFLC Standard Specifications or other commercial and military references are deemed the same as prime service provider. 2. REFERENCES COAST GUARD DRAWINGS None COAST GUARD PUBLICATIONS Coast Guard Commandant Instruction (COMDTINST) M10360.3 (series), Coatings and Color Manual Surface Forces Logistics Center Standard Specification 0000 (SFLC Std Spec 0000), 2018, General Requirements Surface Forces Logistics Center Standard Specification 0740 (SFLC Std Spec 0740), 2018, Welding and Allied Processes Surface Forces Logistics Center Standard Specification 6310 (SFLC Std Spec 6310), 2018, Requirements for Preservation of Ship Structures OTHER REFERENCES None 3. REQUIREMENTS 3.1 General. The Contractor shall conform to all requirements specified in SFLC Std Spec 0000 and in this item, as applicable, during the performance of this availability. NOTE The requirements of paragraph 3.1 (General) applies to all work under the scope of this contract, whether explicitly stated in work items or not, and to all other work subsequently authorized by changes, modifications, or extensions to the contract. 3.2 Contractor-provided fire watch personnel. The Contractor shall provide fire watch personnel and equipment. 3.3 Preservation requirements. The Contractor shall accomplish all preservation tasks, including touch-ups, in accordance with SFLC Std Spec 6310. 3.3.1 Brand name approval. Ensure that all contractor-furnished coatings are in accordance with SFLC Std Spec 6310, Appendix C (Authorized Coatings for Use on Cutters and Boats). 3.3.2 Coating colors and system color schemes. Ensure that all colors and color coat/paint schemes are in accordance with COMDTINST M10360.3, Chapter 6 (Cutter and Boat Colors Exterior and Interior). NOTE Unless a waiver has been granted (in writing) by the KO, deviations from authorized coatings (listed in Appendix C of SFLC Std Spec 6310) and colors and color schemes (provided in Chapter 6 of COMDTINST M10360.3) are strictly prohibited. 3.4 Welding and brazing requirements. The Contractor shall perform all welding and allied processes, and NDE in accordance with SFLC Std Spec 0740. 3.5 Environmental protection requirements. The Contractor shall adhere to the following environmental protection requirements in accordance with the SFLC Stand Spec 0000: 3.5.1 USCG facilities. The Contractor shall provide and maintain environmental protection as defined in SFLC Std Spec 0000 Appendix B, Requirements for Environmental Protection at USCG Facilities, during the performance of this availability. Contractor shall plan for and provide environmental protective measures to control pollution that develops during normal practice, as well as plan for and provide environmental protective measures required to correct conditions that develop during the project. Contractor shall comply with applicable Federal, state, and local laws, codes, ordinances, and regulations in their entirety. Any reference to a specific portion of a Federal, state, or local law, code, ordinance, or regulation in this or any other item shall not be construed to mean that relief is provided from any other sections of the law, code, ordinance, or regulation. 3.5.1.1 USCG Generator status. The activity Generator Status for the Coast Guard Facility is 7690390037. 3.5.1.2 Plans and permits. The CG Facility has unit specific permits including the following: - Spill Prevention Control and Countermeasures (SPCC) Plan: Unit has a SPCC Plan which requires certain unit-specific procedures be followed for the storage, inspection, and transfer of petroleum products in containers 55 gallons or greater. - National Pollutant Discharge Elimination System (NPDES) Storm Water (SW) Permit: Unit has an NPDES SW permit which requires unit-specific procedures be followed for the storage and inspection of equipment and materials which may contribute contaminants to storm water discharges. - Air Emission Permit: Unit has an Air Emission Permit which requires unit-specific procedures be followed for the emissions of VOCs and hazardous air pollutants. 3.5.2 Test and procedures. The Contractor shall be required to promptly conduct tests and procedures for the purpose of assessing whether operations are in compliance with applicable Environmental Laws. Analytical work shall be done by qualified laboratories; and where required by law, the laboratories shall be certified. 3.5.3 Regulatory notifications. The Contractor shall be responsible for all regulatory notification requirements in accordance with Federal, State and local regulations. In cases where the Coast Guard must also provide public notification, such as storm water permitting, the Contractor must coordinate with the Contracting Officer or COR, and if work is being performed at a USCG Facility, the local Facility Engineer or Engineering Officer. The Contractor shall submit copies of all regulatory notifications to the Contracting Officer and the local Facility Engineer or Engineering Officer prior to commencement of work activities. Regulatory notifications shall be provided for including but not limited to demolition, renovation, National Pollutant Discharge Elimination System (NPDES) defined site work, and remediation of controlled substances such as asbestos, hazardous waste, and lead paint. 3.5.4 Environmental manager. The Contractor shall appoint in writing an Environmental Manager for the project, and shall be responsible for coordinating Contractor compliance with Federal, State, local, and station environmental requirements. The Environmental Manager shall ensure compliance with Hazardous Waste Program requirements, including hazardous waste handling, storage, manifesting, and disposal; implement the Contractors Environmental Management Plan; ensure that all environmental permits are obtained, maintained, and closed out; ensure compliance with Storm Water Program Management requirements; ensure compliance with Hazardous Materials including storage, handling, and reporting requirements; as well as coordinate any remediation of regulated substances such as lead, asbestos, and polychlorinated biphenyl (PCB). This may be a collateral position; however the individual must be trained to accomplish the following duties; ensure waste segregation and storage compatibility requirements are met; inspect and manage Satellite Accumulation areas; ensure only authorized personnel add wastes to containers; ensure all Contractor personnel are trained in 40 CFR requirements and individual position requirements; coordinate removal of waste containers; and maintain the Environmental Records binder and required documentation, including environmental permits compliance and close-out. 3.5.5 HW disposal. Contractor shall comply with SFLC Std Spec 0000 Appendix B, Requirements For Environmental Protection At USCG Facilities for HW disposal, and ensure that waste removals are conducted during normal business hours (0800-1600) on Monday through Friday (excluding holidays). 3.5.6 Additional Requirements. The Contractor shall be aware of the following: 3.5.6.1 No Contractor or Subcontractor shall have the authority to sign a Hazardous Waste Manifest using the Coast Guard facility's EPA Generator ID Number or remove contract generated hazardous waste from the Coast Guard facility without COR or KO-approval. 3.5.6.2 Local environmental regulations at the Government facilities may be more stringent. As with all environmental regulations, the Contractor shall prepare for and comply with local and state regulations. 3.5.6.3 Coast Guard facilities do not maintain Facilities Response Plans (FRPs) per 33 CFR 154. Contractor shall furnish the FRP when required for over-the-water liquids transfers to and from vessels, and is required for oil/fuel transfers to/from vessels for 250 barrels (10,500 gallons) or more. 3.6 Local Policy. None. 3.7 SFLC Standard Specification approved changes. The Contractor shall be aware that the following are approved changes to published SFLC 2018 Edition Standard Specifications and supersede published content: None. 4. NOTES 4.1 QA inspection forms. QA inspection forms (QA-1 thru QA-5), required in SFLC Std Spec 6310 to be completed and submitted during preservation of - critical-coated surfaces, are provided at the end of this document. INTERESTED VENDORS PLEASE SEND OFFICIAL QUOTE, WITH A SAM.GOV REGISTERED DUNS NUMBER, AND EMAIL TO contact@example.gov COST BREAKDOWN OF QUOTE INCLUDING BUT NOT LIMITED TO LABOR COST PER HOUR AND MATERIALS IS REQUIRED.