Amendment 01 Gov Responses to PPIs - Demo Fuel Cutler - 24B2507.pdf

Contractor PPI# Section of RFP or Page Number Paragraph Reference

Drawing Number Question RESPONSE

Can you please let us know which company currently supplies and delivers the fuel oil to the base? Dennis K. Burke (Portland)

With oil price fluctuation, how will we determine its price? Will you be using the Bangor price?

This is a firm-fixed price contract. Contractors must account for potential price fluctuations.

3 What is the oil delivery frequency?

Oil is delivered on an as needed basis, typically once a month.

Is there any other hazardous or regulated materials present in this project? See attached hazardous waste reports.

Where is the location and the quantities of asbestos and is there any asbestos report that government will supply for bidding? See attached hazardous waste reports.

How do we price the disposal of hazardous materials without quantities and levels of concentration? See attached hazardous waste reports.

Is there a current contractor that repairs the underground copper grounding grid? If so, please supply the name.

Ground grid repair shall be performed by licensed electricians with training and qualifications in performing exothermic/CAD weld operations.

Names of current/past qualified parties cannot be provided.

Can we work continuously throughout the year or there is a yearly limitation of onsite work?

Work can be performed continuously throughout the year except for limitations indicated in the construction documents.

Is it expected that some of the existing tanks will be empty before start of the project? Can you please quantify the amount of existing fuel that will be needed to be pumped into the temporary holding tanks or moved away from the site?

The Government will provide a response to this question in a future Amendment

Is it known the amount of built-up sludge in the existing tanks that needs to be removed and disposed of?

KTR to assume less than 6” of water/sludge at the bottom of tanks 125 and 126. Tank 127 has already been cleaned and is completely empty. Transient tanks are drained from the bottom regularly to remove sludge and should be assumed to have less than 3 inches of sludge/water for bidding purposes.

11 SECTION 01 11 00.00 20 Bid Option 7

Bid Option #7 SECTION 01 11 00.00 20 Page 4 refers to painting bulk tank pipe supports but after continues with “Transport 650 CY of excess soil offsite to an approved licensed facility in lieu of grading excess soils around the project site.” Please clarify what is the connection between them both. If it needs to be hauled away, please confirm whether it is uncontaminated.

Scope for Bid option 7 should read, "Prepare surface, clean and paint the (2) existing steel pipe support frames located inside each existing bulk tank valve house. "

12 What is the estimated start date. Equipment has long lead times.

The Government is planning and anticipating award by 8/15/2024, however, proposals shall remain executable for 90 days following proposal receipt by the Government as that date is not guaranteed. Period of performance begins at award.

13 Sec. 2.4.2.1 Sec. 2.4.2.1 Confirm all tanks are to be UL-2085. The 50,000 gallon will have to have interstitial concrete liner pumped in on at the site due to weight. Please confirm.

The Government will provide a response to this question in a future Amendment

14 Sec. 2.4.2.1

Sec. 2.4.2.1, Would a Flameshield tank be accepted as an alternate? Flameshield tanks has also been subjected to a 2 hour fire test. Flameshield tanks are built to UL-142 specifications and tested per Southwest Research Institute SwRI 97-04 requirements. Flameshield tanks are also built in accordance with the Steel Tank Institute's F-001-01 standard. They are literally tons lighter and carry the same 30 year warranty. For example, there is between 40-50,000 lb weight difference on the 50K tanks and a substantial cost difference between all sizes of this type of construction vs Fireguard construction.

The Government will provide a response to this question in a future Amendment

15 Section 2.4 Section 2.4 refers to a 40 year warranty, I am not aware of any third party 40 year warranty on any tanks. Please clarify. 30 year warranty is acceptible.

16 Section 2.9 Section 2.9 Piping sumps. This would indicate underground piping. Please confirm there is underground piping and is it to be monitored, insulated and heat traced? There is no underground piping.

17 M502 M502 refers to hydrostatic test and monitoring. AST’s are vacuumed tested not hydrostatically tested and monitored.

Please confirm. Concur. The device must detect leaks as specified.

Foot valves are not allowed for heating oil in ME but okay for Generators Sets.

These tanks are used for generators and should be installed with foot valves as specified.

19 S103 S103 appears to show a walkway on the tank tops, I could only find in the spec reference to a ladder. Please confirm OSHA walkway is required.

Confirmed. OSHA compliant ladder and walkway are required for all new fuel tanks.

In that the site visit took place on June 27, pre-bid inquiries are due on July 3, and this is a holiday week, can NAVFAC extend the bid by two weeks?

We will not be able to provide a two week extension; however, we will provide an updated bid due date upon Government’s final responses to all PPIs.

The specifications require a separate Superintendent, Quality Control Manager, and Site Safety and Health Officer as the contractor’s field management staff. Can this requirement be reduced to “two hats?” No.

We understand the requirement for tank cleaning and related disposal prior to demolition in the Base Bid, and the scope of Bid Options 09 and 10; but is the contractor responsible for any tank or system emptying or fuel disposal in the Base Bid?

KTR is responsible for all fuel/waste removal, draining, and disposal required to perform all work in the base bid and awarded bid options.

Is the contractor responsible for providing any fuel when new tanks are put into operation in the Base Bid? If so, how many gallons of fuel is the contractor responsible for disposing and/or providing?

KTR is not responsible for providing new fuel in the base bid.

Can an as-built drawing of the existing bulk storage tanks be provided so we can see if there are any internal components and to understand the wall-to-floor interface?

See attached Existing Bulk Fuel Tank Foundation Drawings.

Have any geotechnical or environmental investigations of the subsurface ground conditions been performed, including ledge locations and elevations, groundwater locations and elevations, existing soil or groundwater contamination, etc.?

A geotechnical evaluation of the work site is attached and contains all current geotechnical data of the site.

General Note 16 on drawing G002 and Hazmat Note 1 on drawing S001 indicate the presence of lead and “elevated concentrations” of lead, chromium, and cadmium in painted surfaces. Have any of these surfaces been tested for exact concentrations? This may impact the methodology of removal/handling and the cost of disposal. See attached hazmat reports.

In that the tanks (among other painted surfaces) are assumed to contain lead and other heavy metals, should lead handling/abatement be conducted at ground areas around painted tanks, piping, supports, walkways, railings, etc.?

The Government will provide a response to this question in a future Amendment

Have any materials been tested for asbestos content? The only reference to scope we find in the drawings is Keynote 16 on MD101. Please clarify that “in pipe” is intended as “in pipe trench.” Also, please confirm that the anticipated work required there is controls, containment, and disposal if asbestos insulation is impacted, but that abatement is not definitively required.

"In pipe trench" is correct. Concur, anticipated work requires controls, containment, and disposal where asbestos containing materials are impacted, but abatement is not definitively required for this scope item.

Specifications section 02 82 00.00 22 includes paragraph, 3.2.11 Abatement of Asbestos Contaminated Soil, but we do not find any scope of work for this in the drawings. We understand this may be just a boilerplate specification, but please confirm if this activity is required.

Correct. Soil testing did not detect asbestos in the soil, but this was left for unforseen conditions.

The existing enclosures to be removed adjacent to the existing transient tanks appear to possibly include transite wall panels (possibly asbestos) and steel windows that may include asbestos glazing and caulking. Please clarify if this is accurate.

See attached hazmat reports. Contractor must assume these components contain regulated materials.

Please confirm that no exterior access to the modified enclosures adjacent to the new transient tanks is to be provided by the contractor (e.g., manhole, sidewalk door, or hatch).

Contractor must provide embedded aluminum access hatch and ladder at one of the concrete covered enclosures. Contractor to coordinate hatch and ladder size and location with existing conditions and provide submittal for Government review.

Relative to the existing grounding grid wire (as per General Sheet Note 2 on drawing CX101), we have the following questions: N/A

Is there a limit of how much grounding grid can be cut and left unconnected for a period of time before restoration is necessary to allow additional cutting?

Given the limited extent of ground disturbance work in this project that can occur at any one time, it is not anticipated this project would approach the limit of ground grid disturbance.

Is there a preferred methodology for temporary support or protection of cut ends of grounding grid before it is restored?

The Government will provide a response to this question in a future Amendment

Is there a specific period and/or duration on “down days” during which the grid can be cut, handled, or restored?

See Note 2/CS101. Duration work can be performed on a "down day" is typically 8 hours.

Is the grounding grid energized during other than down days? If so, can NAVFAC provide the voltage and amperage of the grid?

The Government will provide a response to this question in a future Amendment

We understand the existing grid is connected via exothermic welds, but are exothermic welds required to restore the grid or can other, equally-effective methods be utilized?

Exothermic welds are required and the only acceptable means to restore the grid.

Bid Form - Sub-KTR Performance Value

CLINs 0001AA thru 001AM will each have Subcontractor costs across Labor, Materials, Equipment columns unless the Prime KTR "self-performs" that CLIN. What then goes in the "Sub-KTR Performance Value (1) cell since Sub Costs are already up in the main CLINs ??

The Government will provide a response to this question in a future Amendment

39 Bid Form - Overhead vs G&A What goes in General Home Office Overhead (G&A) (%) cell. For Prime KTRs, overhead and G&A are two separate and different %'s Overhead and G&A should be combined.

40 Civil Provide current geotechnical report for the Bulk Tank and Transient Tank containment areas

A geotechnical evaluation of the work site is attached and contains all current geotechnical data of the site. Site specific borings are not available to avoid penetrating the existing containment liner.

41 Commissioning Is enhanced commissioning required for this project?

Commissioning requirements are defined in relevant system technical requirements with additional total system function tests defined within specification 01 91 13, General Commissioning Requirements. Refer to section 1.9 for detailed requirements on "SOVT" testing.

42 Controls Provide the firm and point of contact for the mechanical controls system.

There is no maintenance contract for mechanical control systems. It is maintained in-house.

43 General

Verify that the Owner will be responsible for removing ALL equipment, unbolted furniture, personal effects, etc from the affected areas prior to construction.

The facility is required to remain operational during construction. Unbolted furniture may be temporarily relocated by the Contractor in coordination with the Owner.

44 Hazmat Provide Hazardous Material Report for this project. See attached hazardous material reports.

45 Mechanical

Existing transient tanks appear to be single wall and not UL2085 listed. Installing a UL2085 dual wall tank will add significant loads on the existing concrete footings. Please provide the design analysis to verify use of the existing concrete saddles is sufficient.

The Government will provide a response to this question in a future Amendment

46 Dwg CD-101

A duplicate Demolition key note 5 points to the south end transient tank saddles. The note 5 description speaks to restoration of the existing 16ft acess road. Please revise this duplicate note 5 to correct or clarify what this note and description were meant to illustrate (Note 6 ?).

The Government will provide a response to this question in a future Amendment

47 Spec 01 11 00.00 20, Para 1.2.2 How much residual fuel remains in Tank CU-127 ? What volume of sludge material is assumed to remain for tank cleaning, removal and disposal purposes ?

Existing Tank 127 has already been cleaned and is completely empty.

48 Spec 01 11 00.00 20, Para 1.2.2 Clarify the reference to Parts A, B and C "Parts A, B, and C of this project are intended to be conducted concurrently, under a single phase."

should be disregarded.

49 Spec 01 11 00.00 20, Para 1.2.2 Please confirm that base fuels personnel will be performing the stored fuel transfer from bulk tanks to transient tanks Confirmed.

50 Spec 01 11 00.00 20, Para 1.2.2 How much downtime will NSA Cutler base team need in between Phase 0 and Phase 1

There is no minimum downtime needed between Phase 0 and Phase 1.

51 Spec 01 11 00.00 20, Para 1.2.2 How much downtime will NSA Cutler base team need in between Phase 1 and Phase 2

The only downtime required between the completion of the commissioning of Phase 1 and the start of Phase 2 is the time it takes to tranfer fuel from tank 125 to the new tanks installed in Phase 1.

52 Spec 01 11 00.00 20, Para 1.4.4

Maine Historical Building Record - this appears to be a document that NAVFAC Mid Atlantic should produce not the Prime Contractor. Please provide a recommendation for a company that meets the Secretary of the Interior's Standards and can research repositories, conduct photography, compile plans/drawings and prepare the Level II documentation. Declare the NAVFAC POC that will assist in draft/final review and communicate with State of Maine Historic Preservation Officer. The Government will provide a response to this question in a future Amendment 53 Spec 33 52 40, Par 2.2.2 Verify if NDE methods must conform to Ultrasonic Testing Yes.

54 General Provide process details on obtaning vechicle access pass NCTCS Cutler does not issue vehicle passes. Vehicle passes are not required.

55 Spec 01 11 00.00.20, Para 1.4.1 Provide MHBR documents for adjacent power plant & fueling pier

The Government will provide a response to this question in a future Amendment

56 Spec 31 23 00.00.22 Provide the non municipal landfill diposal facilites pre approved The Government will provide a response to this question in a future Amendment

57 General Confirm if excess soil will be able to be hauled off via rail.

The Government will provide a response to this question in a future Amendment

58 General Verify if work at the tunnell will be considered Confined Space Yes. It is considered a Confined Space.

59 Bid Option 1 Bid Option 1, confirm if the exisitng equipment will be drained prior to demolitioin.

No. The contractor is responsible for draining and disposal of the liquids and waste in the oil water separator prior to demolition.

60 Bid Option 10 Bid Option 10, confirm if the temp tanks need to contain interior coating. Yes.

61 As-Builts Provide as-builts for the Transient Tank concrete support saddles As-builts are are not available.

62 As-Builts Provide as-builts for the Bulk Fuel concrete ring wall and bottom foundation

See attached Existing Bulk Fuel Tank Foundation Drawings

63 Dwg CX101, Note 2 Please confirm/declare what specific facility "Down Days" apply to this project question in a future Amendment

Spec 01 10 00.00 20, Section 1.8 Salvage of Material and Equipment

Identify if NSA Cutler base team will take possession of demolished components or equipment for salvage or repurposing ? If so, which equipment and components are to be transferred over as base property Can salvaged components in the new buildout if they are in compliance with the RFP?

Salvage, repurposing, or resale of demolished components and equipment are not permitted.

Components indicated to be removed may not reused.

65 Sign-In Sheets Provide sign-in sheets for the pre-bid site walk/meeting. See attached "Sign in Sheet - Bulk Fuel Cutler"

66 Work Hours

Confirm standard / permissible work hours during construction and planned "exercises" days where only essential personnel are allow on-base

Standard work hours are 0700-1600. Work occuring outside of standard hours is required to be approved by the Government. There are no planned exercise days.

67 Wage Rates

The solicitation included Davis Bacon Wage Determination General Decision Number: ME20240013 dated 05/24/2024.

Confirm that the wage determination provided in the solicitation is the most current wage determination available. Typically we see "Heavy Construction" on fuels projects in lieu of "Building" as the Construction Type.

The Amendment provides an updated Wage Determination using Heavy Construction -

ME20240027 01/05/2024.

68 Taxes Is this project exempt from Maine State Sales Tax ? If so, please provide the Sales Tax Exemption Certificate

Upon award, Contractor can go to Maine.Gov to request tax exemption for work with the federal government. The Navy does not provide a tax exempt certificate.

69 Basis of Award The basis of award is listed as price only; [not best value]. For price comparison purposes, will all base bid [and option] CLINs be added together to determine the total price?

Price is determined as base bid and all options added together.

70 Escalation

We understand that the Government intends to award a lump sum contract for this Task Order. The construction industry continues to experience significant cost volatility in nearly all commodities that cannot be anticipated. Subcontractors are receiving unforeseen increases in material costs from their suppliers, sometimes on a weekly basis, that can be as high as 10% or more.

How is the Government going to accommodate the current price escalation being experienced in the marketplace with regards to commodities such as wood, steel, plastics, etc? Can an Equitable Price Adjustment (EPA) per contract length as one of the Defense FAR Supplement (DFARS) 216.203-4(1)(ii) clause be added to the RFP?

question in a future Amendment.

71 Lead Times

The construction industry continues to experience significant volatility, resulting in material lead time delays, in nearly all commodities that cannot be anticipated. Subcontractors are receiving unforeseen increases in material delivery durations from their suppliers.

How is the Government going to accommodate the current extended lead times and material manufacturing and delivery delays that are occurring in the construction industry?

Government performed market research to determine the lead time required for the fuel tanks. The lead time was accounted for in the period of performance.

72 Proprietary Materials / Suppliers

Has a Limited Source Justification (FAR 6.302-1(c), 6.303) been prepared for any materials identified under this solicitation? If so, identify which systems to which they apply and provide all related documentation, including any required Approval (FAR 6.304) or Certification (FAR 6.303(b)(12)).

A Limited Source Justification is not applicable to this project. It is not the intent to have a limited source requirement. All systems should be compatible with the existing.

73 General

Confirm that the Government will allow proposers a minimum of seven (7) business days to respond to the RFP starting from the date that the Government responds to 100% of the RFIs received.

The Government will provide an updated bid due date upon Government’s final responses to all PPIs.

For each submittal, NAVFAC shall perform a review of the submittals. Please confirm the "Contracting Officer review will be completed within 21 calendar days after date of submission."

Please confirm this review can be 14 calendar days for long lead equipment items.

Long lead time items submitted to the Government will be prioritized. Contractor should submit long lead items as soon as possible after award.

75 Submittal Review Period

The Proposal Submittal Requirements state, "Proposals shall also include a bid guarantee (FAR Clause 52.228-1) stating the Contractor has the bonding capacity available for this project" (PDF page #). Please confirm the amount of the bid guarantee by percent of bid price or dollar value.

Contractor shall provide a Bid Bond Guarantee (FAR 52.228-1(c)). The amount of the bid guarantee shall be 20 percent of the bid price or $3,000,000.00, whichever is less.

76 Bid Bond

The Proposal Submittal Requirements state, "Proposals shall also include a bid guarantee (FAR Clause 52.228-1) stating the Contractor has the bonding capacity available for this project" (PDF page #). Please confirm that a bid bond is required and not a bonding capacity letter.

A bid bond is required with your bid. See PPI# 75.

Also, the apparent low bidder, shall provide Responsibility Determination Documentation within business days of bid opening. Refer to Page 12 of the solicitation, section "13. Responsibility Determination Information"

77 Bid Bond

Per specs and drawing all indications are that the saddles supporting transient tanks will be cut and modified to accommodate new tanks. During site walk, there was discussion of demolishing these completely. Please confirm whether these supports are to be modified or removed.

The existing transient tank concrete support walls are to be partially demolished and modified per the construction drawings.

Section 01 11 00.00 20 Page 4. Bid Option 10 Temporary Fueling

What is the approximate volume of fuel to be transferred during phasing? Will temp tanks be necessary or can fuel oil be transferred from bulk tank to newly completed system for phase 2 to begin?

The tanks installed in phase 1 are expected to be completely filled in the transition from phase 1 to phase 2, with fuel that remains in Tank 125.

Section 33 56 10 Fabricated Fuel Storage Tanks Para. 2.4.2;2.4.2.1

M601

Tank schedule on M601 states 50000 gallon fuel oil tank to be double wall steel tank. Paragraphs 2.4.2 and 2.4.2.1 reference both standard and fireguard double wall tanks. Please clarify tank requirements for both transient tanks and bulk fuel oil tanks.

The Government will provide a response to this question in a future Amendment.

80 SOW GEN

Is there as-built drawings of all tanks to be demoed? If so will they be provided. No. As-builts for the fuel tanks are not available.

81 SOW GEN

Will the most current reports related to the inspection, cleaning, and/or conditions of the tanks to be demolished be provided?

The Government will provide a response to this question in a future Amendment.

Please provide any hazardous materials surveys related to the fueling features to be demolished and removed. Of most concern is the presence of asbestos or painted surfaces requiring abatement before demolition. See attached hazardous materials report.

Have any releases of fuel occurred in relation to the features to be demolished? If yes, please provide a summary of the releases or associated reports.

The Government will provide a response to this question in a future Amendment.

Has the fire suppression system to be demolished ever contained AFFF?

The Government will provide a response to this question in a future Amendment.

Does the under tank fill material have contain any known hazardous material or contaminates?

The soil surrounding tanks and above the containment liner were tested. See attachment.

The soil directly below the tank was not tested because it was inaccessible.

86 M502 Please verify orientation of piping. Plan view shows piping exiting the side of the tank, Elevation view shows piping exiting the end of the tanks.

Pipe orientation on top of tanks is up to contractor's discretion but must be in accordance with manufacturer's requirements.

87 S103

New tanks are to be installed on existing modified foundation. If an approved equivalent tank does not have the same dimensions and existing foundations will not work per UL guidelines. Will a change in design be required?

New transient tanks must have dimensions indicated on the construction documents to meet UL guidelines and accomodate existing conditions.

33 56 10 Fabricated Fuel Storage Tanks para 2.4

M601

Specs state that aboveground tanks are "to be supplied by a service-disabled veteran owned small business. Site visit is mandatory with security clearance (top secret) authorized personnel." If Mass Tank was the only visitor to the site can a Sole Source letter be expected to be issued to them?

The Government will provide a response to this question in a future Amendment.

89 Requests for Information Would the Government please extend the proposal due date for at least a week after all the RFIs are answered to allow ample time to incorporate any changes into the bid?

The Government will provide an updated bid due date upon Government’s final responses to all PPIs.

90 Site Visit Would the Government please release the Site Visit Attendee list? See attached "Sign in Sheet - Bulk Fuel Cutler"

91 26 05 19.00 2.1.1 Will a conduit and cable schedule be provided for new power connections?

Terminations, conductor sizes, and conduit pathways to be coordinated with selected mechanical vendor and controls vendor equipment packages to provide complete and usable system.

For bidding purposes, site plans include assumed conductor sizing, conduit sizing, and conduit pathway based on basis of design products with panel schedules denoting branch circuit breaker sizing. Conduit sizing and penetrations quantities are defined to denote the maximum dimensions and quantities of allowable penetrations through historic building fabric in line with cultural resource consultation with Maine SHPO. Deviations in size (if greater than 2") or quantity of penetrations/conduits required notification to the contracting officer before execution in field.

92 27 05 19.00 2.1.1 Will a conduit and cable schedule be provided for all controls connections?

Terminations, conductor sizes, and conduit pathways to be coordinated with selected mechanical vendor and controls vendor equipment packages to provide complete and usable system.

For bidding purposes, site plans include assumed conductor sizing, conduit sizing, and conduit pathway based on basis of design products with panel schedules denoting branch circuit breaker sizing. Conduit sizing and penetrations quantities are defined to denote the maximum dimensions and quantities of allowable penetrations through historic building fabric in line with cultural resource consultation with Maine SHPO. Deviations in size (if greater than 2") or quantity of penetrations/conduits required notification to the contracting officer before execution in field.

Can nameplates and manufacturers details on MCC-7 be provided to accurately quote modifications?

MCC-7 is an Allen Bradley Centerline 2100 motor control center.

BULK TANKS - This piping appears to be above grade. On M-101, it shows a very short run of 4" FOF & 3" FOS going into a "U" shaped configuration in two places. Please confirm whether this is the desired configuration. Also, since we are to connect to existing, please confirm the material and size. Lastly, please confirm that this is #2 oil and that no insulation and/or heat tracing are required.

This is the desired configuration. The supply and return should tee together before connecting to existing. Material is carbon steel. Supply piping from tanks are 8". Return piping to tanks are 8".

This is #2 oil and that no insulation and/or heat tracing are required.

TRANSIENT TANKS - This piping appears to be below grade. On M- 101, it shows sets of three pipes. Please confirm that they are 3" FOS, 2" FOR and 4" FOF? Again, since we are to connect to existing, please confirm the material and size.

The Government will provide a response to this question in a future Amendment.

We see no mention of leak detection for the pipe in the specification, so we assume leak detection mentioned on M-502 is for the tank. Please confirm. Confirmed.

Per specification SECTION 01 11 00.00 20, Paragraph 1.4.7 GOVERNMENT FURNISHED INFORMATION, "NAVFAC Mid- Atlantic representative will make available the following reports to the contractor: N/A

2000 Cultural Resources Survey of Cold War Architectural Resources Naval Computer and Telecommunications Station, Cutler, Maine. Coyle, James J., Julie O. Domingue, Sherry L. Felix, Victor P. Frankenthaler, Mina Kim, Steven J. Koh, William Pagliuca and Allison S. Rackleff. TAMS Consultants, Inc. New York.

The Government will provide a response to this question in a future Amendment.

2003 Cultural Resources Survey, Naval Computer and Telecommunications Area Master Station Atlantic Detachment Cutler, Maine. Pappalardo, A. Michael, Allison S. Rachleff, James J. Coyle, Julia O. Domingue, Marc Wolk, Karen Coghlam, Sherry L. Felix, and Mina Kim. TAMS Consultants, Inc. New York.

The Government will provide a response to this question in a future Amendment.

2010 Naval Computer and Telecommunications Station Cutler Integrated Cultural Resources Management Plan FY2010-2015.

Stokes, Anne V, Geoffrey Mohlman, Travis N. Fulk, Josh Duncan and Curtis Deily. Southeastern Archaeological Research, Inc., Orlando, Florida.

The Government will provide a response to this question in a future Amendment.

2016 Maine Historic Building Record No. 60 Fuel Pier Complex Naval Support Activity Cutler, Maine. Havery, Bruce G. Harvey Research and Consulting, Syracuse, NY

The Government will provide a response to this question in a future Amendment.

2017 Maine Historic Building Record No. 63 Power Plant (Building 103). Slovinac, Patricia, A.D. Marble of King of Prussia, Pennsylvania, Tucher, Rob, High Bridge NJ" question in a future Amendment.