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Amendment 0005.pdf PDF
Amendment 0004 - NAVFAC BCI-2022Q3.pdf PDF
Amendment 0004 - P1066 MACC General Requirements-Rev.pdf PDF
Amendment 0003.pdf PDF
Amendment 0003 - PPI 89 BEAP Cherry Point 021721.pdf PDF
Amendment 0003 - Attachment 6 - REV - P1066_Statement of Work for ECI Contractor.pdf PDF
Amendment 0002 - Site Visit Log P1066.pdf PDF
Amendment 0002.pdf PDF
Attachment H - Access Letter Template.docx DOCX document
22R2811 Amendment 0001.pdf PDF
Attachment I - FRC EAST INFORMATION BROCHURE.pdf PDF
Attachment F - Rev - 5100-82_PRETRAVEL_QUESTIONNAIRE-FILLABLE-6.21.22.pdf PDF
Attachment 5 - 220516_P-1066 CH-53K Gearbox Facility_BOD 50pct.pdf PDF
Attachment 4 - P-1066 CH-53K Gearbox Facility 50 percent.pdf PDF
Attachment 3b - P-1066 H-53K Gearbox Facility-Geotech Report.pdf PDF
Attachment G - DD-3150-CONTRACTOR_VISITOR_CERT-OF-VACCINATION.pdf PDF
Attachment 1 - 220331 P1066 Final Charrette Report.pdf PDF
Attachment 3c - P-1066 H-53K Gearbox Facility-Geotech Report.pdf PDF
Attachment 3e - P-1066 H-53K Gearbox Facility-Geotech Report.pdf PDF
Attachment 2 - P-1066 Certified 1391.pdf PDF
P1066 MACC General Requirements.pdf PDF
Attachment F - 5100_82.pdf PDF
Attachment E - PIEE Vendor Access Instructions.pdf PDF
Attachment 6 - P1066_ATT 24-Statement of Work for ECI Contractor.pdf PDF
Attachment 3d - P-1066 H-53K Gearbox Facility-Geotech Report.pdf PDF
Attachment D - Pre-Proposal Inquiry (PPI) Form.xlsx XLSX spreadsheet
Attachment 3a - P-1066 H-53K Gearbox Facility-Geotech Report.pdf PDF
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1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. PROJECT NO. (If applicable) 0004 11/23/2022

6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION NO.

N40085-22-R-2811

9B. DATED (SEE ITEM 11)

10/17/2022

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning _1 _ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14. ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATION CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103 (b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER: (specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

N40085-22-R-2811, DESIGN-BID-BUILD, BUILDING P-1066, CH-53K GEARBOX & TEST FACILITY, MARINE CORPS

AIR STATION, CHERRY POINT, NORTH CAROLINA

SEE SF 30 BLOCK 14 CONTINUATION PAGE

Contract POC: Brittany Cristelli; Email: brittany.n.cristelli.civ@us.navy.mil; Phone: 757-341-1978

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR (Same as Item 8)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)

PREVIOUS EDITION UNUSABLE Prescribed by GSA mailto:brittany.n.cristelli.civ@us.navy.mil

N40085-22-R-2811

SF 30 BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 0004

This amendment hereby incorporates the following:

REVISIONS to RFP

1. MACC General Requirements: page 5, revised 52.216-17(e)

2. Per PPI#29, see attachment NAVFAC BCI-2022Q3.pdf for cost estimating escalation chart.

3. Per attached revision of MACC General Requirements: page 10, sixth paragraph, delete the paragraph and add the following:

This solicitation/contract provides for preconstruction services and an option for construction services using the

Early Contractor Involvement (ECI) approach. The Contractor will initially propose a price for preconstruction services and an Initial Target Price and Initial Target Profit for the construction option. The Contractor shall provide preconstruction consulting services to assist the AE working for the Government with the development of the design of the facility described herein. These services include advice on the time and cost consequences of AE design decisions based on market conditions, material availability, constructability, sequencing and other services as described herein, in order to obtain the best quality facility possible within the Ceiling Price and the required delivery schedule. Upon completion of the Pre-Final Site/Civil/Structural design by the Government’s AE, the

Government will provide the Pre-Final Site/Civil/Structural design package to the Contractor and the Government will request the Contractor to provide a firm fixed price proposal for the associated construction effort for that package. The Government and Contractor will negotiate a firm fixed price for the construction effort of the

Site/Civil/Structural Design package with the appropriate profit adjustments in accordance with FAR 52.216-17.

The Government may then award the construction efforts for the Site/Civil/Structural Design package. Upon completion of the Pre-Final design package for the remaining work by the Government’s AE, the Government will provide the Pre-Final design package for the remaining work to the Contractor and the Government will request the

Contractor to provide a firm fixed price proposal for the associated construction effort for that package.

ATTACHMENTS

1. Amendment 0004 - NAVFAC BCI-2022Q3.pdf

2. Amendment 0004 – P1066 MACC General Requirements REV.pdf

Question

Reference Question Government Response

Page Section Paragraph

25 P1066 MACC

General

Requirements

HVAC

Control

System

Can the Government confirm

DDC supervisory device to be

Johnson Controls model SNE for compatibility with current

UESC upgrade project taking place? SNE will tie to Metasys

ADX server version 11.0 to maintain FIPS-140-2 compliance, graphics to be

MUI for consistency with existing conditions.

If Johnson Controls are required, a

J&A will be needed.

General Due to the unusually high market volatility, we request the Government provide an

At this time the Government is not contemplating an EPA.

Economic Price Adjustment

(EPA) Clause in the Contract as an appropriate tool to equitably balance the risk of inflation between the Government and contractor. As communicated by the DoD Principal Director of Defense Pricing and

Contracting “Guidance on

Inflation and Economic Price

Adjustments” memo dated

2022.05.25, an EPA clause would enable the contractor to provide the Firm Fixed Price

(FFP) without having to develop pricing based on potential worst-case projections to cover the unstable market conditions and the potential added risk to the success of the project. The EPA clause should consider the extended period of performance beyond 1 year due to the design-build delivery where design effort and

Government review are required prior to procurement of building materials and equipment. Reference FAR

Clause 16.203-4(d) Fixed Price

Contracts with EPA, which provides for adjustments based on cost indexes of labor and material. Adding the appropriate EPA clause will benefit the successful outcome of the project. Please confirm the Government will provide an

EPA clause to this project.

11 Statement of

Work

1.4.10 Paragraph 1.4.10 Cost

Estimates requires that each estimate is to include projected escalation of costs as may occur due to the schedule for construction award. If it is the

Government's intent that the

ITP be escalated through 10

November 2023 (anticipated construction award date,) please provide a percentage of escalation desired. This will foster fairness in competition, and will diminish the potential for increased costs to the

Government later due to guessing since there is no data available for future events.

See Amendment 0004 for the 3rd

Quarter BCI chart for escalation.

MACC General

Requirements

The MACC General

Requirements, with the amended words " See CLIN

0002" states that in accordance with FAR clause 52.216-17, the

Initial Target Ceiling Price cannot be exceeded during the negotiation for the construction modification. This is in conflict with The Statement of

Work, Page 4, Paragraph

1.3.3.2, which requires the contractor to provide a report of variances related to cost impacts arising from design decisions, whether it relates to an increase or a decrease in costs. 1.3.3.2 correctly acknowledges that the

Government may make design decisions during

Preconstruction which will have a cost impact on the

Contractor. Please confirm that the contractor will be allowed to price customer initiated design changes, and still be awarded the construction contract even if it exceeds the

Initial Target Price.

Yes.

58 11 Statement of

Work For ECI 1.4.10

The statement of work section

1.4.10 states Cost Estimates shall be provided within 14 calendar days of receipt of each design submittal. Other sections including FAR 52.216-

17 notes 30 days.

Please confirm Cost Estimates are to be provided within 30 days receipt of each design submittal.

Cost Estimates are to be provided within 14 days of receipt of each design submitted. See revised FAR

52.216-17 in the General

Requirements with Amendment

0004.

60 11 Statement of

Work For ECI 1.4.10

Section 1.4.10 and 1.4.10.1 states the estimate format shall match the AE's estimate format.

Please confirm what this formatt is or if any special estimate software is required to match the AE's format.

Prepare all cost estimates in the

NAVFAC Work Breakdown

Structure (WBS) to Uniformat Level

3 (as a minimum) using the MIITM, Micro-Computer Aided Cost

Estimating System (MII) estimating program. Use the NAVFAC MII

Template to create the estimate in accordance with the “NAVFAC Cost

Engineering Policy and Procedures”

& FC 1-300-09N Design Procedures.

61 10 RFP & Statement of Work For ECI

1.4 & 1.4.6, 1.4.9.2

Page 10 of the RFP notes, Upon complete of the Pre-Final

Site/Civil/Structural design by the Government's AE, the gover will provide the Pre-

Final Site/Civil/Structural design package to the

The design package will be one complete set, including site and building. See Amendment 0004.

contractor and the government will request the contractor to provide a firm fixed price.

There is not a note about a Pre-

Final Building Envelope/MEP design. Section 1.4 & 1.4.6 of the Statement of Work notes the Contractor is to provide recommendation for the use of fast tracking or multiple construction document packages.

1 - Please confirm if there are multiple Pre-final Fast Tracked or Critical Path Design

Submittals, ie. one for

Site/Civil/Structural Design and one for the building envelopment and MEP?

2 - Since this project is already beyond 50% design, please confirm the government will not entertain fast tracked construction document package that will allow the contractor to be awarded portions of the construction option early such as Site/Civil/Structural or long lead materials?

Attachment G

DD3150

Contractor

Visitor

Certification of

Vaccination

The RFP included Attachment

G with is a Contractor

Personnel and Visitor

Certification of Vaccination.

There is a section, Consequences of Failure to

Provide Information that states, the information is voluntary however, failure to provide will be treated as not fully vaccinated with the potentil fo denied access to DoD

Facilities.

In regards to Attachment G, because of the shortage of manpower in Eastern Carolina and the competitive, non federal, markets. Contractor fear subcontractors will not pursue this work or will not execute a subcontract if successful. Therefore, contractor is requesting this attachment be deleted from the

RFP.

PENDING RESPONSE

77 3

P1066 MACC

General

Requirements

Time for

Completion

Can the Government confirm the contract completion duration is 1,063 calendar days from NTP of the Pre-

1089 calendar days is the completion duration (preconstruction (300 days) and construction (789 days).

Construction services award?

AE

Can the Government provide a current copy of the BEAP?

This will help with selections in pricing of materials such as aluminum translucent skylight, prefinished un-insulated metal wall panels (WP-1),aluminum translucent wall panel system, and aluminum translucent canopy system. Reference Key

Note AE704 and missing detail on AE202.

The recent BEAP will be updated in

SAM.gov with Amendment 0004.

90 25

50% Design

Development

Submittal

Part X -

“Mechanical

”, Section I

– HVAC

Controls

System

Can the Government provide a

Control Points List and

Sequence of Operations to accurately price/budget the

BACnet DDC scope? The

Basis of Design states to provide “A New BACnet direct digital control (DDC) system will be provided for the building and configured to provide remote monitoring to the existing base-wide Energy

Monitoring Control System

(EMCS)”. However, there’s no control points list or sequence of operations included in the

Drawings nor Basis of Design

The design has not progressed to the point of having controls sequences and points lists.

Page 3 Charette, Meeting Minutes

The Charette meeting minutes indicated that a UPS will be provided for the workstation terminals. On the 50% DD drawings there is no mention of a UPS being used. Please confirm if a UPS is required for the workstation terminals.

UPS will be provided by the Users

Page 3 Charette, Meeting Minutes

If a UPS is to be provided for the workstation terminals please confirm that it is GFGI.

It is GFGI

AMD

RFI #54 The Government's response to

PPI #54 states that the offeror is responsible for the Design and BVD of the FF&E. With

Clark Nexen listing an interior designer in their report, are offerors to bring a qualified interior designer to the project to engage with the Clark

Nexsen team to provide interior design of the FF&E complete including engaging with users to develop or finalize the program requirements as well

"Clark Nexsen is developing a FF&E

SCHEMATIC/CONCEPT package in accordance with NAVFAC D/B/B

Process 1.

as the BVD and procurement/installation?

SB101

A, SB101

B, AE102

AE103

No test stand pads are shown on SB101A. SB101B shows a

5' thick and (2) 2' thick pads.

AE102 and AE103 appears to show various inspection stands.

Are isolated pads needed for these inspection stands per notes 80 and 81? If so, how thick and please provide detail for bidding. If additional test stand pads are required, please show them on the structural plans. Can you also provide some preliminary reinforcing sizes and spacing for those shown on SB503?

This information will not be available until after the test stand procurement is completed.

SB101

B

Please provide reinforcing requirements for Test Stand

Pads per SB101B

This information will not be available until after the test stand procurement is completed.

SF121

A -

SF141

B

Please provide reinforcing requirements for S1 LW slab on Deck for the roof per

SF121A through SF141B. Is this to be Welded Wire 6x6

W2.1XW2.1?

The design has not progressed to the point to determine slab reinforcing.

Anticipate WWR or synthetic fiber will be needed.

CI101 Please provide wall height for the Mechanical Unit Yard shown on CI101 (Note 6)?

Should this be masonry to match the building façade or fencing?

The design has not progressed to the point to determine equipment heights and enclosure material.

SF503

SF505

SF503 and SF505: Please verify Cast-In-Place Bond

Beams are required at all CMU walls (Interior and Exterior) where the CMU walls slopes.

If CMU bond beams are acceptable, please advise.

There is over 1,000 lf of Cast-in-place bonc beams which are costly due to the concrete subcontractor needing to provide another mobilization to reinforce, form and pour these bond beams.

Design is not finalized, this detail can be reviewed and evaluated as design proceeds.

19 Attachment 5 -

BOD

VIII

paragraph D

Attachment 5, Basis of Design page 19 (page 26 of 300 in

PDF), Structural Systems section VIII.D. notes where test stands are located, masonry walls must be sand-filled cores at a minimum. Can you please revise the structural plans to show the locations?

Provide at perimeter walls (all four sides) of each test cell room (121, 123, 124)

Please provide a detail on how the Test Stands are anchored to

Concrete. Will the Test Stand

Manufacturer provided all anchorage?

This information will not be available until after the test stand procurement is completed.

SF505 Question direct from the

Bowstring Steel Joist

Manufacturer who is needing some additional information to provide a rough budget: How will the Joist attach to the wall per detail SF505. Bowstrings with both ends pinned will exhibit thrust forces against the structure. We’ll need to know if we need to design for those thrust forces. Or they can design a sliding connection on one end of the joist, but in this case they will need to tell us the limit of horizontal deflection that they want us to meet. Can you provide this information?

Design is not finalized, anticipate providing a sliding connection at one end. Deflection limits will be developed as design proceeds.

12 RFP IV - I Basis of Design Section IV

Civil Paragraph I reads that

Pietmond Natural Gas company will have natural gas service from Fontana Blvd and includes a below-grade meter at the property line to MCAS

Cherry Point. Plumbing Section

IX Paragraph B reads that the

Gas Meter will be located outside MGB Test Cell 124 and is provided by this contract.

Please clarify if there are two gas meters - one at the property line and one at the building -and who is to furnish and install those meters.

There is one meter and it is provided by PNG as part of their service connection.

AF601 All epoxy options on the finish legend calls for 3-part coating systems. Per UFGS 09 67

23.14 Chemical Resistant

Resinous Flooring - Paragraph

2.1 Materials, lists the thickness

options a 1/6 inch, 1/8 inch, or

1/4 inch. Please clarify the desired thickness of the epoxy flooring system

The design has not progressed to the point of final developed specifications. Assume greatest thickness of 1/4".

5 Attachment 5, II

Architectural

O Paragraph O Special

Construction notes that a 1/2-ton overhead monorail with branches will be located in the

Small Gearbox Staging. Page 3 of Attachment 5, III Interior

Design, Paragraph C lists the

1/2-ton monorail to be government furnishes, Monorail w/ branches will NOT be

GFGI, this will be part of the

MILCON work government installed (GFGI).

Please confirm the 1/2-ton monorail is GFGI

AF601 Porcelain tile walls (PRC1) are located in several rooms.

Being that all interior walls are

CMU, will tiling be directly applied to the CMU or will cementitious backerboard be required as a substrate?

Design has not progressed for final details and specifications. Assume cementitious backerboard and waterproofing are required.

AE101 Please confirm if line striping is required in any of the rooms to receive expoy flooring. If yes, please provide a line striping plan

Floor striping is only in the main drive aisle in current level of design.

The design has not progressed to the point of providing a striping plan.

AF601 All CMU walls are to be painted. In rooms with either

ACT or gypsum board ceilings, is CMU above those ceilings required to be painted to structure?

CMU will not be painted where not exposed according to current level of design

AE102 Break Room 103 has cabinets on the south wall. D4/AE803 is noted to be an elevation for these cabinets. Sheets AE803 in not included in the BOD.

Please provide Sheet AE803

Casework elevation(s) will be developed when project resumes.

22 BOD 50 pct

Plumbing

Compressed

Air System

(Tool/Shop/

Air)

The basis of design for the

Compressed Air Systems states there will be 116 compressed air drops, will this project rerquire that many compressed air drops?

Design not finalized. During a CDW meeting it was said 5-6 drops with manifolds in the test cells/assembly/dissembly with 2-3 connections at each manifold. Each room still needs to be gone over for final air compressor drops required.

22 BOD 50 pct

Plumbing

Compressed

Air System

(Tool/Shop/

Air)

The basis of design for the

Compressed Air Systems states there is to be 116 compressed air drops rated at 40 C.F.M. ea.

Looking at the Plumbing drawings there is only 30 compressed air drops shown. If these drops were split into two there will only be 60 compressed air drops. The test cell rooms (122, 123,124) do not show any compressed air piping feedingf to them. Will these rooms receive any compressed air? If so how many drops per room?

Design not finalized. During a CDW meeting it was said 5-6 drops with manifolds in the test cells/assembly/dissembly with 2-3 connections at each manifold. Each room still needs to be gone over for final air compressor drops required.

This information will not be available until after the test stand procurement is completed.

22 BOD 50 pct

Plumbing

Compressed

Air System

(Tool/Shop/

Air)

The basis of design for the

Compressed Air Systems calls for the compressed air drops to supply 40 C.F.M. to each drop, according to my compressor supplier 30 compressed air drops supplying 40 C.F.M.

each would require a 250 HP

Design not finalized. During a CDW meeting it was said 5-6 drops with manifolds in the test cells/assembly/dissembly with 2-3 connections at each manifold. Each room still needs to be gone over for final air compressor drops required and test stand procurement needs to compressor. be completed to determine the actual

40 C.F.M each.

22 BOD 50 pct

Plumbing

Compressed

Air System

(Tool/Shop/

Air)

Will this project require any compressed air hose reels? If so how many will be required?

Design not finalized. During a

CDW meeting it was said 5-6 drops with manifolds in the test cells/assembly/dissembly with 2-3 connections at each manifold. Each room still needs to be gone over for final number of air compressor drops and possible air hose reels required.

Drawi ng

AE102

Key Notes Note # 82 Small Hand Washing SS Sink, Coordinate with Plumbing

Fixture Schedule. These Hand sinks are not listed in the plumbing schedule. Can we get this item added to the schedule so that we know what to provide? Size of bowl, type of faucet, accessories if any required?

Stainless steel wall hung sink approximately 12"x15-3/4"x5" with automatic sensored faucet.

22 BOD 50 pct

Plumbing

Sanitary

Sewer

System

Mentions a self contained sump pit located in each test cell & the assembly/dissassembly rooms to collect accidental fluid spills. Base Hazmat will be contacted to remove the fluid in the event of a spill.

Will this sump pit be concrete cast in place orwill it be purchased as a prefabricated unit?

This information will not be available until after the test stand procurement is completed.

22 BOD 50 pct

Plumbing

Sanitary

Sewer

System

Mentions a self contained sump pit located in each test cell & the assembly/dissassembly rooms to collect accidental fluid spills. Base Hazmat will be contacted to remove the fluid in the event of a spill.

Will there be any items that need to be provided by the plumber being this is self contained?

This information will not be available until after the test stand procurement is completed.

22 Sanitary

Sewer

System

Mentions a self contained sump pit located in each test cell & the assembly/dissassembly rooms to collect accidental fluid spills. Base Hazmat will be contacted to remove the fluid in the event of a spill.

Who is to provide the grating to cover the sump pit if it is a cast in place sump pit?

This information will not be available until after the test stand procurement is completed.

Drawi ng M-

FCU-16 is located in the mechanical room however no duct is shown. What room does this FCU supply air to?

FCU-16 is serving room 130 Elec through wall mounted grilles and diffusers.

ES

Construction

Note 1 & 7

Can the Government provide an allowance due to the lack of information and the possible complexity of the electrical work involve in these notes?

This would help with the proposal to provide a fair and reasonable proposal.

PENDING RESPONSE

(End of Summary Changes)

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