A0004 Attachment 1 - Q and A Spreadsheet.xlsx
XLSX spreadsheet 27 KB Posted
- Attached to
- USCGC KIMBALL DRYDOCK FY23 Federal contract opportunity
- Solicitation number
- 70Z08023QLREKIMB
About this file
This document contains a schedule of services and questions and answers related to a solicitation for drydocking the USCGC KIMBALL. The solicitation requires various hull preservation and maintenance services including 3D laser scanning of the hull, inspection and preservation of hull plates, preservation of the freeboard and superstructure, inspection of voids and tanks, overhaul of propulsion system components, inspection and maintenance of deck equipment, modification of stern doors and towing systems, and drydocking services. The Coast Guard provides responses to contractor questions seeking clarification on surface preparation requirements, pricing breakdowns, and technical specifications. Pricing is to be submitted based on the schedule of services with unit prices for individual work items and sub-items. The solicitation number and agency details the opportunity as a requirement for the USCGC KIMBALL drydocking by the US Coast Guard in fiscal year 2023.
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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 | ||
| AMENDMENT 0006 - KIMBALL DD_SIGNED.pdf | ||
| A0006 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| A0005 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| AMENDMENT 0005 - KIMBALL DD_SIGNED.pdf | ||
| AMENDENT 0004 - KIMBALL DD_SIGNED.pdf | ||
| A0003 Attachment 1 - Q and A Spreadsheet.xlsx | XLSX spreadsheet | |
| AMENDENT 0003 - KIMBALL DD_SIGNED.pdf | ||
| SF30 KIMBALL A00002 KO_Signed.pdf | ||
| SF30 KIMBALL A00001 KO_Signed.pdf | ||
| Attachment 2 - Statement of Work- Specification Rev 0 10MAR22.pdf | ||
| Attachment 3 -JOTFOC_Redacted.pdf | ||
| Attachment 1 - Schedule of Services.xls | XLS spreadsheet | |
| CGC KIMBALL DD Solicitation 70Z08023QLREKIMB.pdf |
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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 |
| 12 | Voids (Non-Accessible), Preserve | For this work item, the "Attachment 1 - Schedule of Services" excel sheet provided with the solicitation notates that this item should be priced out into subsections. For example, this item includes sub section pricing for A through G. For the line item that does not include a letter, example row 15 on the spreadsheet, should a price be entered on this line or should the contractor leave blank, and assume that row 15 is the total price of sub section pricing in rows 16 through 22? | For any work item that has sub-CLINS (Ex. D-012, D-012A, D-012B) DO NOT PLACE a price for the title CLIN that does not have a letter after it. The UNIT column for these items is blank. |
| 13 | Voids (Non-Accessible), Leak Test | For this work item, the "Attachment 1 - Schedule of Services" excel sheet provided with the solicitation notates that this item should be priced out into subsections. For example, this item includes sub section pricing for A through L. For the line item that does not include a letter, example row 57 on the spreadsheet, should a price be entered on this line or should the contractor leave blank, and assume that row 57 is the total price of sub section pricing in rows 58 through 69? | For any work item that has sub-CLINS (Ex. D-012, D-012A, D-012B) DO NOT PLACE a price for the title CLIN that does not have a letter after it. The UNIT column for these items is blank. |
| 15 | Mast, Preserve | Please confirm if the verbiage listed in paragraph 1.1 is a typo. Sentence currently reads "(partial preservation approximately 1,800 square feet, and coating repairs equivalently 2,400 of 1 square feet)." However, we believe the ending of the sentence should read "equivalently 2,400 square feet." | Requirements are Partial Preservation (i. e. All Surfaces) of Mast-Steel/Other Surfaces around Mast in Table 2 (e.g. Mast House, Vent Plenums, Lower Yardarms, etc.) ~ 1,800 square feet or equivalent, and Coating Repairs of Mast-Aluminum in Table 1 (e.g. Mast Structures, Platforms, Upper Yardarms, etc.) ~ 2,400 square feet or equivalent. |
Concur with KTRs statement
| 16 | Propulsion Shaft Alignment & Bearings (External) Clearances, Check | In the afloat condition, using only strain gages installed on each shaft inside and forward of the stern tubes, Contractor can calculate the static loading on the (2) gear shaft bearings and on the (2) lineshaft bearings. However, it is impossible to accurately calculate the static loading on the stern tube and strut bearings using only these strain gages installed inside the ship. Once in drydock, please confirm that the Government desires the Contractor to install additional strain gages on the shafting aft of the stern tubes, allowing for additional calculations of the static loading on the stern and strut bearings. | Only two locations of strain gages are needed for the computer model. Using the Computer model an the results from the strain gages and shaft load cells, a shaft alignment specialist can calculate the static loads for all bearing. Locations: Loacation for strain gages is inboard of the stern tube seal. Strain gages must not be installed on fiberglass coated shafts. (Aft of of stern tube shaft.) |
| 32 | Impressed Current Cathodic Protection System Dielectric Shield (Capastic Fairing), Renew | For this work item, the "Attachment 1 - Schedule of Services" excel sheet provided with the solicitation notates that this item should be priced out into subsections. For example, this item includes sub section pricing for A through F. For the line item that does not include a letter, example row 70 on the spreadsheet, should a price be entered on this line or should the contractor leave blank, and assume that row 70 is the total price of sub section pricing in rows 71 through 76? | For any work item that has sub-CLINS (Ex. D-012, D-012A, D-012B) DO NOT PLACE a price for the title CLIN that does not have a letter after it. The UNIT column for these items is blank. |
| 35 | Impressed Current Cathodic Protection System Anodes, Renew | For this work item, the "Attachment 1 - Schedule of Services" excel sheet provided with the solicitation notates that this item should be priced out into subsections. For example, this item includes sub section pricing for A through F. For the line item that does not include a letter, example row 77 on the spreadsheet, should a price be entered on this line or should the contractor leave blank, and assume that row 77 is the total price of sub section pricing in rows 78 through 83? |
Para 3.2.2: Please confirm if pricing should reflect replacing (1) anode in each location For any work item that has sub-CLINS (Ex. D-012, D-012A, D-012B) DO NOT PLACE a price for the title CLIN that does not have a letter after it. The UNIT column for these items is blank.
Pricing should reflect replacement of 01 anode in each loation.
36 Impressed Current Cathodic Protection System Reference Cells, Renew For this work item, the "Attachment 1 - Schedule of Services" excel sheet provided with the solicitation notates that this item should be priced out into subsections. For example, this item includes sub section pricing for A through D. For the line item that does not include a letter, example row 84 on the spreadsheet, should a price be entered on this line or should the contractor leave blank, and assume that row 84 is the total price of sub section pricing in rows 85 through 88?
Para 3.2.2: Please confirm if pricing should reflect replacing (1) reference cell in each location For any work item that has sub-CLINS (Ex. D-012, D-012A, D-012B) DO NOT PLACE a price for the title CLIN that does not have a letter after it. The UNIT column for these items is blank.
File details come from the government source that posted it. Updated .