B08_Attachment_6_-_Eppleton_Hall_Material_Specifications.pdf
PDF 172 KB Posted
- Attached to
- Drydocking of The Steam Paddle Tug EPPLETON HALL Federal contract opportunity
- Solicitation number
- 140P8624Q0049
About this file
This document is a Request for Quote (RFQ) for the drydocking of the steam paddle tug Eppleton Hall at the San Francisco Maritime National Historical Park in San Francisco, California.
The key details are:
- The contract has a period of performance from September 23, 2024 through April 1, 2025.
- The work includes wood preservation treatment, welding, forging, casting, metal preparation and sandblasting, galvanizing, and painting of the vessel.
- Quotes are due by 12:00 pm Pacific Daylight Time on August 26, 2024 and should be submitted to Tonia Gladen at Tonia_Gladen@nps.gov.
- The contract will be a firm-fixed price award under FAR Parts 12 and 13.
- A pre-proposal site visit is scheduled for August 8, 2024 at 1:00 pm PT, with RSVPs required.
- The contract is for full and open competition under NAICS code 336611.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8624Q0049_Amd_0004.pdf | ||
| Sol_140P8624Q0049_Amd_0003.pdf | ||
| Sol_140P8624Q0049_Amd_0002.pdf | ||
| Site_Visit_Sign_In_Sheet_0002.pdf | ||
| Questions_and_Answer_from_Site_Visit_August_9_0002.pdf | ||
| Sol_140P8624Q0049_Amd_0001.pdf | ||
| B08_Attachment_12_-_SSPC_Standards.pdf | ||
| B08_Attachment_9_-_ABS_Section_25.pdf | ||
| B08_Attachment_10_-_WCLIB.pdf | ||
| B08_Attachment_3_-_Eppleton_Hall_Docking_Plan.pdf | ||
| B08_Attachment_8_-_USCGSF_-MSIB_13-01.pdf | ||
| B03_Attachment_13_-_SCA_Wages.pdf | ||
| B08_Attachment_5_-_Eppleton_Hall_NPS_Drawings.pdf | ||
| Sol_140P8624Q0049.pdf | ||
| B08_Attachment_7_-_USCG_NAVIC_7-01.pdf | ||
| B08_Attachment_4_-_Eppleton_Hall_UT_Reports.pdf | ||
| B08_Attachment_2_-_Technical_Specifications.pdf | ||
| B08_Attachment_11_-_AWPA_Standards.pdf | ||
| B08_Attachment_1-_Price_Schedule.pdf |
Show all 19
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Text version
ATTACHMENT 6
Appendix A, SAFR Material Process Specifications
APPENDIX A
WOOD PRESERVATION TREATMENT
American Wood Protection Association Book of Standards (AWPA) 2009
P25-8 (Replaces former P5 and C31-95) – Pressure Treatment with inorganic boron
The Contractor shall strictly adhere the following preservation treatment proceedures on all wooden components, (Laminated masts shall have a separate and different preservation procedure). All wood surfaces that have been cut, sanded, penetrated or perforated by the
Contractor shall have the interior surfaces of any hole, perforation or the area sanded or area cut swabbed twice (2x) with a fifteen percent, (15%), solution of Tim-bor wood preservative or COR approved chemical equivalent and allowed to dry prior to other coatings and installation.
TIMBERS, BEAMS AND SOLID (Grown) SPARS:
As soon as possible after the tree is cut the log should be treated at both ends and at all bark scars with a 5-10% solution of Tim-bor .
Prior to shaping:
After the bark is removed, apply a 15% aqueous solution of Tim-bor to all wood surfaces by brush or spray until wood surface is thoroughly wet, at a rate of approximately 5 gallons per
1000 square feet of surface area. If shaping will not begin within one week, the entire log should be wrapped and sealed until milling begins.
Following shaping:
Immediately following all shaping procedures apply 15% aqueous solution of Tim-bor to all wood surfaces by brush or spray until surface is thoroughly wet, at a rate of approximately 5 gallons per 1000 square feet of wood surface area. Before surfaces are allowed to dry, wood is to be thoroughly sealed inside a waterproof barrier material such as plastic wrap, and delivered to
Hi-Bor clear borate pressure treatment facility as soon as possible. Spars to be treated per
Hawaii construction standards with clear borate treatment, then sealed inside a waterproof barrier material for shipment.
LAMINATED SPARS:
Following shaping:
Immediately following all shaping procedures twice (2x) apply 15% aqueous solution of Tim-bor to all wood surfaces by brush or spray until surface is thoroughly wet, at a rate of approximately
5 gallons per 1000 square feet of wood surface area. Following second application and before surfaces are allowed to dry, wood is to be thoroughly sealed inside a waterproof barrier material for shipment.
Inorganic Boron (Borax–Boric Acid)
Borate preservatives are readily soluble in water and highly leachable and should be used only above ground where the wood is protected from wetting. When used above ground and protected from wetting, this preservative is very effective against decay, termites, beetles, and carpenter ants. Inorganic boron (SBX) is listed in AWPA standards for protected applications such as framing lumber. The solid or treating solution for borate preservatives
(borates) should be greater than 98% pure, on an anhydrous basis (AWPA P5). Acceptable borate compounds are sodium octaborate, sodium tetraborate, sodium pentaborate, and boric acid. These compounds are derived from the mineral sodium borate, which is the same material used in laundry additives.
Preservative source:
Tim-bor source and application information can be obtained from U.S. Borax Inc, or online.
Precautions:
Disodium octaborate tetrahydrate (Tim-bor) presents little or no hazard to humans and has low acute oral and dermal toxicities. However, read and follow instructions and precautionary statements on label and MSDS.
Preservation solution preparation:
To prepare solution, hot water should be added to the mixing tank to about 80% of the final volume of solution required. While agitating, add 1.5 pounds of Tim-bor for each gallon of treating solution. Use of warm or hot water (120-150 degrees F) will aid in dissolving the product.
WELDING
ASTM 488/A488M-99 Practice for Steel Castings, Welding, Qualifications of
Procedures and Personnel
FORGING
ASTM A388/A388M-95 Practice for Ultrasonic Examination of Heavy Steel
Forgings
ASTM A668/A668M-13e1 Standard specification for steel forgings, Carbon and
Alloy – General Industrial
ASTM A711/A711M-07 Standard Specification for Steel Forging Stock
ASTM A788/A788M-13 Standard specification for steel forgings
ASTM A769-A769M-05(2010) Standard Specification for Carbon and High-
Strength Electric Resistance Forge-Welded Steel Structural Shapes
ASTM A952/A952M-98 Specification for Forged Grade 80 and Grade 100 Steel
Lifting Components and Welded Attachment Links
ASME Y14.8 Castings, Forgings and Molded Parts
ASME B18.15-1985 Forged Eyebolts
CASTING
ASTM A27/A27M-95 Specification for Steel Castings, Carbon, for General
Application
ASTM A47/A47M-99 Specification for Ferritic Malleable Iron Castings
ASTM A148/A148M-93b Specification for Steel Castings, High Strength, for
Structural Purposes
ASTM A247-67 Test Method for Evaluating Microstructure of Graphite in Iron
Castings
ASTM A327-91 Test Methods for Impact Testing Cast Irons
ASTM A532/A532M-93a Specification for Abrasion-Resistant Cast Irons
ASTM A644-98 Terminology Relating to Iron Castings
ASTM A802/A802M-95 Practice for Steel Castings, Surface Acceptance
Standards, Visual Examination
ASTM A834-95 Specification for Common Requirements for Iron Castings for
General Industrial Use
ASME Y14.8 Castings, Forgings and Molded Parts
METAL PREPARATION AND SAND BLASTING
NACE No. 3/SSPC-SP 6 Commercial Blast Cleaning
SSPC-SP3 Power Tool Cleaning
GALVANIZING
ASTM A123/A123M-13 Standard Specification for Zinc (Hot-Dip Galvanized)
Coatings on Iron and Steel Products
ASTM A153 / A153M Standard Specification for Zinc Coating (Hot-Dip) on
Iron and Steel Hardware
ASTM A385/A385M-11 Standard for high quality zinc coatings (hot dip)
PAINT
ASTM D6386-10 Standard Practice for Preparation of Zinc (Hot-Dip
Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting
All requirements and recommendations of the utilized Paint Manufacturers Representative or
Product Literature. Paint to be applied to meet the mils dry film thickness (MDFT) identified by the paint manufacturer or the paint manufacturer’s representative.
Wooden Components
Surface Preparation:
• Previously painted surfaces shall have all loose coatings removed to either bare wood or to a point where the paint is thoroughly bonded to the wood.
• Edges where old paint meets exposed wood or lower coatings of paint shall be sanded and faired presenting a smooth transition from bare wood/previously coated surfaces to topmoast prepared coating.
• Bare wood shall receive one (1) coat clear wood sealer (Z-Spar S-120 Wood Sealer or
COR approved equal)
• All wooden surfaces shall receive one (1) marine alklyd primer coat at (Z-Spar 105
Undercoat or COR approved equal). Prime coat may be tinted with topcoat paint.
Metal Components
All metal components that are to be used (new or old) shall be sand blasted to an SP6 specification and then inspected for cracks, signs of fatigue or level of deterioration. The inspection will inform the next steps, whether they are galvanizing and paint or repair or replacement.
Surface Preparation
• SSPC-SP6 Blast Cleaning
• Hot dipped galvanized as specified above.
• All surfaces shall be coated with one (1) coat anti-corrosive paint at 5mils dry per coat.
(Intershield 300V or COR approved equal)
Topcoats – Wood and Metal
• All surfaces shall be sanded to receive two (2) semi-gloss marine alklyd coatings at
MDFT recommended by the Paint Manufacturer’s Representative or product literature.
• First topcoat shall dry sufficiently to reach minimum hardness specified by the manufacturer before sanding or overcoating.
• Mil Film Dry Thickness (MDFT) shall be measured after each coating.
• First topcoat shall be sanded, cleaned and wiped with denatured alcohol (or COR approved equal) to accept second topcoat.
• Areas found to contain runs, overspray, inadequate film thickness, roughness, impregnated dust or grit, or any other film or surface preparation irregularities are to be repaired or re-coated as directed by the COR at no additional cost to the government.
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