A0005 Attachment 1 - Q and A Spreadsheet.xlsx
XLSX spreadsheet 121 KB Posted
- Attached to
- USCGC KIMBALL DRYDOCK FY23 Federal contract opportunity
- Solicitation number
- 70Z08023QLREKIMB
About this file
This document includes a spreadsheet attachment with questions and answers related to a solicitation for drydocking and repairs to USCGC KIMBALL. The solicitation requires various hull preservation and inspection work items, equipment overhauls and repairs, and vessel modifications and tests. Responses are needed by early November for an anticipated award in early 2023. The Coast Guard requests consideration of alternative surface preparation methods and clarification on areas requiring treatment. Quantities for waste disposal and temporary power requirements are also addressed.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A0008 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| AMENDMENT 0008 - KIMBALL DD_SIGNED.pdf | ||
| AMENDMENT0007 page 1 KIMBALL FY23.pdf | ||
| Specification REV-1 - 04 November 2022.pdf | ||
| A0006 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| AMENDMENT 0006 - KIMBALL DD_SIGNED.pdf | ||
| AMENDMENT 0005 - KIMBALL DD_SIGNED.pdf | ||
| AMENDENT 0004 - KIMBALL DD_SIGNED.pdf | ||
| A0004 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| AMENDENT 0003 - KIMBALL DD_SIGNED.pdf | ||
| A0003 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| SF30 KIMBALL A00002 KO_Signed.pdf | ||
| SF30 KIMBALL A00001 KO_Signed.pdf | ||
| CGC KIMBALL DD Solicitation 70Z08023QLREKIMB.pdf | ||
| Attachment 2 - Statement of Work- Specification Rev 0 10MAR22.pdf | ||
| Attachment 3 -JOTFOC_Redacted.pdf | ||
| Attachment 1 - Schedule of Services.xls | XLS spreadsheet |
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Text version
Work Items
| Count | WI | WORK ITEM DESCRIPTION | EST | SUB NOTES | ACTION ITEMS | ISSUES | SCHEDULE NOTES | GOV'T QUESTIONS | GOV'T ANSWERS |
| 1 | 1 | Hull 3D, Laser Scan | GJ | Sea Engineering |
Kilohana Construction
| See Tech Rep List | KC - Derek - General overview | Please provide a copy of the 3D model referenced in paragraph 3.2.1: …"Non-Uniform Rational Basis Spline (NURBS) surface developed and provided by U.S. Coast Guard SFLC…" | ||||
| 2 | 2 | Hull Plates (Freeboard), Inspect | GJ | NDT | KC - Derek - General overview | |
| 3 | 3 | Hull Plates (U/W Body), Inspect | GJ | NACE III |
NDT
| 4 | 4 | Freeboard, Preserve (Full) | GJ | NACE III | |
| PRES | Surface prep: SP-10/Abrasive water blasting | 1. Paragragh 3.1.7 notes that "The Contractor may have the option of using either “Wet Abrasive Blasting” or “Dry Abrasive Blasting” to achieve the required surface preparation…" The note in this paragraph states that "Water jetting without abrasive addition does not provide any additional anchor profile to the surface, beyond what was present after the previous surface preparation.". Contractor requests that the USCG consider revising the work specification to allow for Water jetting without abrasive addition. With new construction, abrasive blast media is needed to achieve the required anchor profile, but with repair the anchor profile already exists, and Water jetting without abrasive addition is generally an acceptible surface prepartion method; the Navy and other government agencies allow for this surface prepartion method. Water jetting without abrasive addition will provide the government with a better value. |
2. For estimating purposes, please provide surface areas for the regions shown in Table 1 as well as the "adjacent structural members" referenced in paragraph 3.4 & 4.1.
| 5 | 5 | Superstructure, Preserve (Partial) | GJ | NACE III | |
| PRES | Surface prep: SP-10/Abrasive water blasting | 1. Paragragh 3.1.7 notes that "The Contractor may have the option of using either “Wet Abrasive Blasting” or “Dry Abrasive Blasting” to achieve the required surface preparation…" The note in this paragraph states that "Water jetting without abrasive addition does not provide any additional anchor profile to the surface, beyond what was present after the previous surface preparation.". Contractor requests that the USCG consider revising the work specification to allow for Water jetting without abrasive addition. With new construction, abrasive blast media is needed to achieve the required anchor profile, but with repair the anchor profile already exists, and Water jetting without abrasive addition is generally an acceptible surface prepartion method; the Navy and other government agencies allow for this surface prepartion method. Water jetting without abrasive addition will provide the government with a better value. |
2. For estimating purposes, please provide surface areas for each location listed in Table 1, Table 2, and Table 3 as well as all the structures noted in paragraph 4.1 and 4.2.
| 6 | 6 | U/W Body Hull, Preserve (Full) | GJ | NACE III | |
| PRES | Surface prep: SP-10/Abrasive water blasting | 1. Paragragh 3.1.7 notes that "The Contractor may have the option of using either “Wet Abrasive Blasting” or “Dry Abrasive Blasting” to achieve the required surface preparation…" The note in this paragraph states that "Water jetting without abrasive addition does not provide any additional anchor profile to the surface, beyond what was present after the previous surface preparation.". Contractor requests that the USCG consider revising the work specification to allow for Water jetting without abrasive addition. With new construction, abrasive blast media is needed to achieve the required anchor profile, but with repair the anchor profile already exists, and Water jetting without abrasive addition is generally an acceptible surface prepartion method; the Navy and other government agencies allow for this surface prepartion method. Water jetting without abrasive addition will provide the government with a better value. |
2. For estimating purposes, please provide surface areas for each location listed in Table 1 and paragraph 4.1.1.
| 7 | 7 | Tenting, Provide | GJ | SCAF | Potential question about where to include the cost of tenting all work items | |
| 10 | 10 | Tenting (Mast), Provide (Option) | GJ | SCAF | ||
| 11 | 11 | Propulsion Shaft Fairwaters And Rope Guards, Inspect | TA | SCAF | Surface prep: SP-10/Abrasive water blasting | Question: Surface Prep |
12 12 Chain Lockers and Sump, Preserve GJ NACE III
PRES
13 13 Chain Lockers and Sump, Clean and Inspect GJ NACE III
NDT
D&D
| 14 | 14 | Voids (Non-Accessible), Preserve | GJ | D&D |
| 15 | 15 | Voids (Non-Accessible), Leak Test | GJ | D&D |
| 16 | 16 | Sideport Shell Door, Level 2, Inspect | KC | TK |
ELEC
BERNELL
| 17 | 17 | Mast, Preserve | GJ | NACE III | |
| NDT | KC - Bob - General overview recommend sub support | ||||
| 18 | 18 | Propulsion Shaft Alignment & Bearings (External) Clearances, Check | TA | DIEHL | |
| SPS | Is it the requirement of the contractor or the Coast Guard to …. Liquid loading… align. Note on PG 163 | ||||
| 19 | 19 | Propulsion Shaft Coverings (MIL-STD-2199B), Inspect and Repair | TA | NDT | |
| SPS | KC - Derek - General overview | Para 3.1.6 references a work item to remove shafts "Propulsion Shafts, Remove, Inspect, and Install." Does the Coast Guard intend to invoke a work spec that will require the shafts to be removed | |||
| 20 | 20 | Propulsion Shaft Seals (Mechanical), Overhaul | TA | SHAFT | |
| 21 | 21 | Controllable Pitch Propeller Hub Assembly, General Maintenance | TA | CPP |
D&D 22 22 Controllable Pitch Propeller System, Perform General Maintenance TA CPP D&D
| 23 | 23 | Doppler Speed Log Valve, Overhaul | KC | SPERRY | KC - Ask Noe about sub sperry options |
| 24 | 24 | Doppler Speed Log, General Maintenance | KC | SPERRY | |
| 25 | 25 | Fathometer Transducer (Deep Water), General Maintenance | TA | SHAFT | |
| 26 | 26 | Shallow Water Transducer, Renew | TA | SHAFT | |
| 27 | 27 | Sea Valves and Waster Pieces, Overhaul Or Renew | KC | TK | |
| 28 | 28 | Seawater Strainers (All Sizes), Overhaul and Inspect | KC | TK | |
| 29 | 29 | Rudder Stock Bearings, Check Clearances | TA | SHAFT | |
| 30 | 30 | Rudder Stock Seals, Overhaul | TA | SHAFT | |
| 31 | 31 | Bow Thruster Unit (General), Overhaul | TA | CPP |
D&D
LUBE OIL SAMPLE
BLADE POLISHING
NDT
32 32 Anchors Chains and Ground Tackles, Inspect and Preserve GJ PRES
NDT
33 33 Stern Ramp, Preserve 100% KC NACE III
NDT
34 34 Transom Doors, Inspect And Repair KC TRANSOM DOOR
HPU
SCAF
PRES
MACHINE SHOP
D&D
| 35 | 35 | Impressed Current Cathodic Protection System Dielectric Shield (Capastic Fairing), Renew | TA | ICCP |
| 36 | 36 | Impressed Current Cathodic Protection System, Inspect and Maintain | TA | ICCP |
| 37 | 37 | Cathodic Protection (Zincs), Renew | TA | TK |
| 38 | 38 | Impressed Current Cathodic Protection System Anodes, Renew | TA | TK |
ICCP
39 39 Impressed Current Cathodic Protection System Reference Cells, Renew TA TK
ICCP
| 40 | 40 | Ship Service Diesel Generator (No. 3) Exhaust Piping, Modify | KC | TK |
| 41 | 41 | Transom Double Doors and Tow Outfits, Modify | KC | TK |
TRANSOM DOOR
HPU
NACE III
NDT
D&D 42 42 Stern Door Hydraulic and Control System, Modify KC TRANSOM DOOR
SPECIALTY FLUSH
SCAF
D&D
LAG
43 43 Stern Ramp Rails, Modify KC TK
NACE III
NDT
D&D
LAG
PRES
44 44 Cascade Orificial Resistive Device, Clean And Inspect KC TK D&D 45 45 Deck Covering (Slip-Resistant) Mast, Preserve GJ DECK
PRES
SCAF
NDT
ELEC
| 46 | 46 | Drydocking, Accomplish | MY | DIVE | ENG - Prep drydocking calculations |
| 47 | 47 | Vessel in Drydock Temporary Services, Provide | GJ | D&D |
WASA
48 48 Sea Trial Performance, Support, Provide KC
Questions
| WI | WORK ITEM DESCRIPTION | QUESTIONS | RESPONSE |
| 6 | U/W Body Hull, Preserve (Full) | Contractor solicited multiple paint manufacturers for all of the paint required for all work items in this work package. The best lead time received was 8-10 weeks. Would the government consider making all paint GFM so that it can be ordered immediately? | No, the government will not consider making paint GFE. |
| 17 | Propulsion Shaft Coverings (MIL-STD-2199B), Inspect and Repair | Note that since the shafts are not being removed from the vessel, it may not be possible to inspect the entire length of the FRP Shaft Coverings due to a portion of the length being contained in the stern tube. Please confirm that it is acceptable to inspect only the portion of the shaft covering that is accesible without removing the shafts. | If the shafts are *not* removed from the ship then inspection and repair is only on the accesible area of the shafts. *If* shafts are removed then inspection and repair is on all areas of the tail shaft. If removed the difference in area can be documented via CFR/CR. |
| 18 | Propulsion Shaft Seals (Mechanical), Overhaul | Please provide the contents of the GFM Major Overul Kit NSN: 2840-01-576-0008 PN: WLP001354-001. | |
| 25 | Sea Valves and Waster Pieces, Overhaul Or Renew | 3.11 Can the hydrostatic test be accomplished in shop? | The contractor only needs to conduct hydrostatic testing on welds. Disconnecting or connecting a flanged fitting or a union fitting does not require a hydrostatic test. If the contractor is authorized by the COR to repair a valve with clad welding, then that would require hydrostatic testing - either on the ship or in the shop. If the valve is welded into the piping system, then that weld would need to be tested on board the ship. If the contractor is welding a flange or union onto a valve, then that weld could be hydrostatically tested on the ship or in the shop. |
| 44 | Vessel in Drydock Temporary Services, Provide | 1. Para 3.19 refers to SFLC 8635 for Bilge Water/Waste Oil. No Bilge Water/Waste Oil quantities are provided. Please confirm that all disposal will be covered as a change order based on removed and disposed quantities per para 3.3.8.2 in SFLC 8635. |
2. The lead time for the required "400 A MIL-C-24368 receptacle(s) with standard Navy plug(s)" and associated cable may not support the timeline for this project. The lead time is currently ~8-10 weeks, and if an award is made in early November, Contractor will not have time to procure and receive these components. Is is possible for the government to provide these as GFM?
3. Table 1 lists 16,000 kWh per day while SFLC 8635 lists 12,000 kWh per day for this class of vessel in Table 3. Please clarify the correct kWh per day. 1. For bidding purpose,Bilge Water/Waste oil, use 500 Gallons. Additional requirements will be covered by a CFR/CR through the COR.
2. Cutter currently outfitted with 03 "pitail" adapters. Email form cutter "They are just capped with electrical tape; essentially they do not have the connection ends of the three (03) leads. Which makes sense; as the shore-side connection varies." Also: For shore tie cable supplier : sales@eslpwr.com 800-922-4188
3. Expected energy use shall be in accoradnce with Table 1 as 16000 KWH/DAY GENERAL QUESTION ABOUT SOLICITATION SCHEDULE REQUIREMENTS 1. Under Technical: Sub Para : Submit Planning Doc (PD) is Bullet Weld Cert Bullet Fire Safety Plan Bullet Temp Duty Section is the expectation that this info is provided as part of the schedule? These are ususally part of the Tech Narrative. Please submit information under technical narrative.
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