A0003 Attachment 1 - Q and A Spreadsheet.xlsx

XLSX spreadsheet 304 KB Posted

Attached to
USCGC KIMBALL DRYDOCK FY23 Federal contract opportunity
Solicitation number
70Z08023QLREKIMB
Issued by
Department of Homeland Security US Coast Guard

About this file

This document contains a quality assurance and questions spreadsheet for the USCGC KIMBALL drydocking federal contract opportunity. The spreadsheet lists 47 work items required for drydocking and maintenance of the cutter, including 3D laser scanning of the hull, inspection and preservation of various areas, overhaul of mechanical components, and drydocking services. Surface areas and additional details are provided for several work items to facilitate contractor estimating. The related federal contract opportunity is for the USCGC KIMBALL drydocking scheduled for FY23 through the Department of Homeland Security Coast Guard. The solicitation number and additional identifying details are provided.

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Work Items

CountWIWORK ITEM DESCRIPTIONESTSUB NOTESACTION ITEMSISSUESSCHEDULE NOTESGOV'T QUESTIONSGOV'T ANSWERS
11Hull 3D, Laser ScanGJSea Engineering

Kilohana Construction

See Tech Rep ListKC - Derek - General overviewPlease 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…"
22Hull Plates (Freeboard), InspectGJNDTKC - Derek - General overview
33Hull Plates (U/W Body), InspectGJNACE III

NDT

44Freeboard, Preserve (Full)GJNACE III
PRESSurface prep: SP-10/Abrasive water blasting1. 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.

55Superstructure, Preserve (Partial)GJNACE III
PRESSurface prep: SP-10/Abrasive water blasting1. 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.

66U/W Body Hull, Preserve (Full)GJNACE III
PRESSurface prep: SP-10/Abrasive water blasting1. 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.

77Tenting, ProvideGJSCAFPotential question about where to include the cost of tenting all work items
1010Tenting (Mast), Provide (Option)GJSCAF
1111Propulsion Shaft Fairwaters And Rope Guards, InspectTASCAFSurface prep: SP-10/Abrasive water blastingQuestion: 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

1414Voids (Non-Accessible), PreserveGJD&D
1515Voids (Non-Accessible), Leak TestGJD&D
1616Sideport Shell Door, Level 2, InspectKCTK

ELEC

BERNELL

1717Mast, PreserveGJNACE III
NDTKC - Bob - General overview recommend sub support
1818Propulsion Shaft Alignment & Bearings (External) Clearances, CheckTADIEHL
SPSIs it the requirement of the contractor or the Coast Guard to …. Liquid loading… align. Note on PG 163
1919Propulsion Shaft Coverings (MIL-STD-2199B), Inspect and RepairTANDT
SPSKC - Derek - General overviewPara 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
2020Propulsion Shaft Seals (Mechanical), OverhaulTASHAFT
2121Controllable Pitch Propeller Hub Assembly, General MaintenanceTACPP

D&D 22 22 Controllable Pitch Propeller System, Perform General Maintenance TA CPP D&D

2323Doppler Speed Log Valve, OverhaulKCSPERRYKC - Ask Noe about sub sperry options
2424Doppler Speed Log, General MaintenanceKCSPERRY
2525Fathometer Transducer (Deep Water), General MaintenanceTASHAFT
2626Shallow Water Transducer, RenewTASHAFT
2727Sea Valves and Waster Pieces, Overhaul Or RenewKCTK
2828Seawater Strainers (All Sizes), Overhaul and InspectKCTK
2929Rudder Stock Bearings, Check ClearancesTASHAFT
3030Rudder Stock Seals, OverhaulTASHAFT
3131Bow Thruster Unit (General), OverhaulTACPP

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

3535Impressed Current Cathodic Protection System Dielectric Shield (Capastic Fairing), RenewTAICCP
3636Impressed Current Cathodic Protection System, Inspect and MaintainTAICCP
3737Cathodic Protection (Zincs), RenewTATK
3838Impressed Current Cathodic Protection System Anodes, RenewTATK

ICCP

39 39 Impressed Current Cathodic Protection System Reference Cells, Renew TA TK

ICCP

4040Ship Service Diesel Generator (No. 3) Exhaust Piping, ModifyKCTK
4141Transom Double Doors and Tow Outfits, ModifyKCTK

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

4646Drydocking, AccomplishMYDIVEENG - Prep drydocking calculations
4747Vessel in Drydock Temporary Services, ProvideGJD&D

WASA

48 48 Sea Trial Performance, Support, Provide KC

Questions

WIWORK ITEM DESCRIPTIONQUESTIONSSES
1Hull 3D, Laser ScanPlease 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…"SES is contacting and coordinating with ESD to provide Non-Uniform Rational Basis Spline (NURBS).
4Freeboard, Preserve (Full)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.WABs and DABs are requested and preferred respectively.

WJs are still listed and approved under SFLC Std Spec 6310.

WJs are acceptable only when remaining surface profiles still meet standards and requirements.

Otherwise, any surface prep areas failed to meet standards and requirements must be corrected/implemented by SP-10 or SP-10 (WAB) or equivalent.

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. Total Overall Preservations ~ 25,500 sqft Freeboard ~ 18,000 sqft Transom ~1,800 sqft Other miscellaneous surfaces 1,800 sqft Visual safety and identification markings ~ 300 sqft Touch Up ~ 1,800 sqft Please see "Tap WI4 Freeboard" for Tables and Details

5Superstructure, Preserve (Partial)1. Paragraph 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 acceptable surface preparation method; the Navy and other government agencies allow for this surface preparation method. Water jetting without abrasive addition will provide the government with a better value.
WABs and DABs are requested and preferred respectively.

WJs are still listed and approved under SFLC Std Spec 6310.

WJs are acceptable only when remaining surface profiles still meet standards and requirements.

Otherwise, any surface prep areas failed to meet standards and requirements must be corrected/implemented by SP-10 or SP-10 (WAB) or equivalent.

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. Total Overall Preservations ~ 14,762 sqft Partial : All Top Coat Layer ~ 11,012+ sqft, and Primer & Mid-Coat ~ < 30% Other miscellaneous surfaces 1,500 sqft Visual safety and identification markings ~ 150 sqft Touch Up ~ 2,100 sqft Please see "Tap WI5 Superstructure" for Tables and Details 6 U/W Body Hull, Preserve (Full) 1. Paragraph 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 acceptable surface preparation method; the Navy and other government agencies allow for this surface preparation method. Water jetting without abrasive addition will provide the government with a better value.

WABs and DABs are requested and preferred respectively.

WJs are still listed and approved under SFLC Std Spec 6310.

WJs are acceptable only when remaining surface profiles still meet standards and requirements.

Otherwise, any surface prep areas failed to meet standards and requirements must be corrected/implemented by SP-10 or SP-10 (WAB) or equivalent.

2. For estimating purposes, please provide surface areas for each location listed in Table 1 and paragraph 4.1.1. Total Overall Preservations ~ 27,781 sqft U/W Body Hull ~ 22,300 sqft Sea Chest, Strainer, Grid Cooler, and Hull Recesses ~ 400 sqft Appendages - Fins, Strut Arms, and Rudders ~ 1,086 sqft Appendages - Others ~ 3,835 sqft Draft mark painting ~ 150 sqft Please see "Tap WI6 UW Body" for Tables and Details 10 Chain Lockers and Sump, Preserve 1. For estimating purposes, please provide surface areas for each location listed in Table 1. Total Overall Preservations ~ 5,250 sqft Chain Locker, Stbd ~ 1,800 sqft Chain Locker, Port ~ 1,800 sqft Chain Locker Sump ~ 900 sqft Touch Up ~ 750 sqft Please see "Tap WI10 Chain Lockers and Sump" for Tables and Details

16Propulsion Shaft Alignment & Bearings (External) Clearances, Check1. Paragraph 3.2.1.4 notes that "The Contractor and the Coast Guard Inspector must ensure that the aft tanks are 80% full (or at other condition Cutter dictates)." For estimating purposes, should the Contractor assume any level of effort to achieve the requested condition, or can it be assumed that the Government will be responsible for shifting liquids to achieve the desired condition?
2. Paragraph 3.4.1 notes "During sea trials the Cutter will be run at various speeds and conditions. The Contractor must be responsible for correcting any vibration, noise or excessive temperatures that may arise as a consequence of his work covered by this Specification." Can this sea trial procedure, as noted in paragraphs 3.4.1 and 3.4.2, be replicated prior to the start of any work associated with the contract to ensure that both the Government and the Contractor understand the existing conditions relative to vibration, noise or excessive temperatures.1. Government will be responsible for shifting liquid loads

2. Sea trials should be able to be accomplished during transit from cutters homepier to to DD facility. Once formal awards are made, and the gov. is provided with the production schedule and required pre-work inspections, planning and scheduling of trials can be discussed and formalized.

17 Propulsion Shaft Coverings (MIL-STD-2199B), Inspect and Repair 1. A level of effort cannot be determined based on the information provided for paragraph 3.31 & 3.32. Paragraph 3.4 is only required if repairs are required. Please confirm that paragraphs 3.3.1, 3.3.2, and 3.4 are all subject to and pending the contract modification noted in paragraph 3.3. 1. For bidding purposes the contractor must estimate up to 10 sq/ft of repairs per shaft.

18 Propulsion Shaft Seals (Mechanical), Overhaul 1. Please confirm that the operational tests noted in paragraph 3.6.2 & 3.6.3 will be replicated prior to the start of the work associated with this Contract. It is important that the Government and the Contractor have a deep understanding of the conditions found prior to executing the overhauls/repairs associated with this work item. 1. Sea trials should be able to be accomplished during transit from cutters homepier to to DD facility. Once formal awards are made, and the gov. is provided with the production schedule and required pre-work inspections, planning and scheduling of trials can be discussed and formalized.

19 Controllable Pitch Propeller Hub Assembly, General Maintenance 1. Please confirm that the operational tests noted in paragraph 3.12 will be replicated prior to the start of the work associated with this Contract. It is important that the Government and the Contractor have a deep understanding of the conditions found prior to executing the overhauls/repairs associated with this work item. 1. Sea trials should be able to be accomplished during transit from cutters homepier to to DD facility. Once formal awards are made, and the gov. is provided with the production schedule and required pre-work inspections, planning and scheduling of trials can be discussed and formalized.

20 Controllable Pitch Propeller System, Perform General Maintenance 1. No flushing procedure or detailed procedure for refilling the oil into the system are provided with this work item. Please confirm that the flush per the requirements of Work Item 19, paragraph 3.7, is all that is required relative to the CPP System. 1. Flush and fill outlinbed in WI 19 3.7 meets requirements for this WI. 3.7 Fill and flush the propeller hub. The Contractor must fill and flush the propeller hub in accordance with Section 7 (Maintenance Instructions), Paragraph 2.7.1 of CG TP 7153A.

3.7.1 Process any new oil added to the hub or hydraulic system through a non-bypass filter assembly prior to its introduction into the CPP hydraulic system. Filter assembly must utilize new clean disposable filter elements with a minimum Beta 10 = 75 ratio rating. Do not exceed filter assembly and/or element flow ratings or pressure ratings (both maximum collapse as well as delta across) during filling.

3.7.2 The Contractor must refill the CPP System using new Contractor supplied oil in accordance with Section 7 (Maintenance Instructions), Paragraph 5 of CG Tech Pub 7153A. Ensure that all air is vented from the system, and that the hub, shaft, hydraulic power unit and CPP gravity head tank are all filled to their proper levels. See Table 1 for approximate oil capacities. The minimum level of oil cleanliness must be 16/13 per ISO 4406. Submit a CFR documenting oil filling records.

43Drydocking, Accomplish1. For estimating purposes, please provide the Contractor with "Estimated Drafts/Loading Conditions".
Estimated Drafts/Loading Conditions are provided/guided in Note "Ideal Loading Conditions for Drydocking are with Liquid Loads at 50% though a range between 30 and 70% is acceptable."

It is applied in Pre-award Drydocking Calculations to check and evaluate the Contractors' abilities.

2. Please confirm whether it is the Government's or Contractor's responsibility to adjust loading conditions, relative to the "Estimated Drafts/Loading Conditions" to provide an acceptable docking condition for the Contractor's Drydock. Cutters ( Government's) will only adjust required Liquid Loads/Loading Conditions/Arrival Drafts to meet Safe Conditions for Drydocking. (e.g ~ 0 List, Min Trim, Adequate Stabilities) In the other hands, the Contractors must also provide Docking Calculations at Arrival Drafts/Loading Conditions, and accomplish Safe Docking at Arrival Conditions accordingly.

WI4 Freeboard

Total Overall Preservations~ 25,500sqft
Freeboard~ 18,000sqft
Transom~ 1,800sqft
Other miscellaneous surfaces~ 1,800sqft
Visual safety and identification markings~ 300sqft
Touch Up~ 1,800sqft

WI5 Superstructure

Super Structure Surface Areas
ItemsTopBottomFrontBackStbdPortOutfitsTotal

SUPERSTRUCTURE

Superstructure general (inclusive but excluding stack)

Pilot House
- Pilot House428.40
- Wings, Stbd and Port428.40
Mast House
- Mast House BHD, Fwd186.48
- Mast House BHD, Aft186.48
Deckhouse Forward Bulkhead, BHD 28
- Unit 4110469.20
- Unit 4120428.40
- Pilot House (Up to Windows)156.00
- Pilot House Wings, Front (Up to Windows)84.00
1,137.60
Deckhouse Afterward Bulkhead, BHD 44
- Unit 4210224.40
- Unit 4220428.40
- Unit 4230 (Mast House Aft BHD)186.48
839.28

Stack

Tops of Main Stack and Fan Rooms, Stbd and Port
- Top of Stack489.39
- Side Bands168.30168.30510.21510.21
1,846.41
Stack Longitudinal Bulkhead Stbd, LBD L-6 Stbd
- Unit 4310343.61
- Unit 4320229.08
- Unit 4430 (without Black Band)489.39
1,062.08
Stack Forward Bulkhead, BHD 45
- Unit 4320168.30
- Unit 4430 (without Black Band)168.30
336.60
Stack Afterward Bulkhead, BHD 58.5
- Unit 4430168.30
- Overhang (without Black Band)99.00
267.30
Stack Longitudinal Bulkhead Port, LBD L-6 Port
- Unit 4310445.61
- Unit 4320229.08
- Unit 4430 (without Black Band)489.39
1,164.08
Hangar Forward Bulkhead Stbd and Port, BHD 52 Stbd & Port
- Unit 4420, 01-02 Deck285.60
- Unit 4420, 01-02 Deck260.10
- Unit 4420, Fan Castles128.52
- Unit 4420, Supports288.00
962.22
Hangar Afterward Bulkhead, BHD 67
- Unit 4420, BHD 67830.28
- Hangar Doors-428.91
401.37

Machinery, Deck (Side Boat Supports, and FAS System)

Boat Launch Support (NSC1&2)
- Plates12.00
- Beam W10 x 60144.00
- Beam W8 x 67120.00
- Pipe Dia 4", Sch 80163.28
- Profiles25.00
464.28
FAS Systemfrom List of Structural Elements
- Plates 1"8.00
- Plates 3/4"2.00
- Plates 1/2"34.00
- Plates 1/4"14.00
- Round Bar 3/4"1.18
- W12 x 4 x 22#37.33
- T 4" x 4" x 5.0#10.67
- FB 4"x 3/8"16.88
124.05

WI6 UW Body

Total Overall Preservations~ 27,781sqft
U/W Body Hull~ 22,300sqft
Sea Chest, Strainer, Grid Cooler, and Hull Recesses~ 400sqft
Appendages -

Fins, Strut Arms, and Rudders

~ 1,086sqft
Appendages -

Others

~ 3,835sqft
Draft mark painting~ 150sqft

Please see "Tap WI4 Freboard" for Tables and Details

WI10 Chain Lockers and Sump

Total Overall Preservations~ 5,250sqft
Chain Locker, Stbd~ 1,800sqft
Chain Locker, Port~ 1,800sqft
Chain Locker Sump~ 900sqft
Touch Up~ 750sqft

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File details come from the government source that posted it. Updated .