N4008526R00040010 SF 30.pdf

R

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 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

(Signature of person authorized to sign)

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

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Block 14 (Description of Amendment/Modification): N40085-26-R-0004, Design-Bid-Build (DBB), P1102 WEAPONS MAGAZINE

&ORDNANCE OPERATIONS FACILITY, NAVAL SUBMARINE BASE, NEW LONDON, CONNECTICUT

SECTION SF30 BLOCK 14 CONTINUATION PAGE

ALL CORRESPONDENCE REGARDING THIS SOLICITATION SHALL BE DIRECTED VIA EMAIL TO ANGIE CLIFTON AT ANGELA.J.

CLIFTON2.CIV@US.NAVY.MIL.

This amendment is issued to incorporate the following:

1. Extend proposal due date from 01 September 2026 to 29 September 2026

2. Provide continuation sheet for drawings and specifications (enclosed)

3. Provide Updated Drawings (attached separately)

4. Provide Updated Specifications (attached separately)

5. Provide Updated ATTACHMENT H - Price Proposal Form REV4 (attached separately)

6. Provide APPENDIX_A_Air Leakage Test Form (attached separately)

7. Provide APPENDIX_B_Air Leakage Test Results Form (attached separately)

8. Provide APPENDIX_C_Test Agency Qualification Sheet (attached separately)

9. Provide APPENDIX_D_Air Leakage Rate by Fan Pressurization (attached separately)

10. Provide ATTACHMENT V - SUBASEINST 8020.1G (attached separately)

11. Update Clauses and Provisions (enclosed)

12. Provide PPI responses (enclosed)

Section 00 00 00 - Procurement and Contracting Requirements

The following changes have been made:

INFORMATION FROM TO

Response Due Date 01 Sep 2026 29 Sep 2026

Section 00 70 00 - Conditions of the Contract

Additional Information/Notes

The following clauses were added:

FAR Clauses Incorporated by Full Text

52.211-12 Liquidated Damages-Construction. (Tailored) (Sep 2000)

Liquidated Damages-Construction (Sept 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of for each calendar day of delay for Milestone 1, for each calendar day of delay for Milestone 2,$31,766.73 $66,607.65 for each calendar day of delay for Milestone 3, for each calendar day of delay for Milestone 4, for each calendar $31,766.73 $56,416.32 $72,450.43 day of delay for Milestone 5, and for each calendar day of delay for Milestone 6 until the work is completed or accepted.$31,766.73

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

Please reference chart below. Liquidated Damages:

N4008526R00040010

Number of Days Liquidated Damages

Milestone 1 650 calendar days $31,766.73 per calendar day

Milestone 2 310 calendar days $66,607.65 per calendar day

Milestone 3 650 calendar days $31,766.73 per calendar day

Milestone 4 366 calendar days $56,416.32 per calendar day

Milestone 5 285 calendar days $72,450.43 per calendar day

Milestone 6 650 calendar days $31,766.73 per calendar day

(End of clause)

The following clauses were deleted:

FAR Clauses Incorporated by Full Text

52.211-12 Liquidated Damages-Construction. (Sep 2000)

Liquidated Damages-Construction (Sept 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of for each calendar day of delay for Milestone 1, for each calendar day of delay for Milestone 2,$37,004.25 $60,730.50 for each calendar day of delay for Milestone 3, for each calendar day of delay for Milestone 4, for each calendar $312,854.12 $54,625.32 $42,486.36 day of delay for Milestone 5, and for each calendar day of delay for Milestone 6 until the work is completed or accepted.$11,295.61

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

Please reference chart below. Liquidated Damages:

Number of Days Liquidated Damages

Milestone 1 558 calendar days $37,004.25 per calendar day

Milestone 2 340 calendar days $60,730.50 per calendar day

Milestone 3 66 calendar days $312,854.12 per calendar day

Milestone 4 378 calendar days $54,625.32 per calendar day

Milestone 5 486 calendar days $42,486.36 per calendar day

Milestone 6 1828 calendar days $11,295.61 per calendar day

(End of clause)

Section 00 73 00 - Supplementary Conditions

The following attachments were added:

1667770spc08.25.26 APPENDIX D_Air Leakage Rate by Fan Pressurization APPENDIX_A_Air Leakage Test Form APPENDIX_B_Air Leakage Test Results Form APPENDIX_C_Test Agency Qualification Sheet ATTACHMENT H - Price Proposal Form REV4

ATTACHMENT V - SUBASEINST 8020.1G

Amendment_0010_Drawings

SECTION SF30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0010

This amendment is issued to incorporate the following:

1. Extend proposal due date

2. Provide continuation sheet for drawings and specifications (enclosed)

3. Provide Updated Drawings (attached separately)

4. Provide Updated Specifications (attached separately)

5. Provide Updated ATTACHMENT H – Price Proposal Form REV4 (attached separately)

6. Provide APPENDIX_A_Air Leakage Test Form (attached separately)

7. Provide APPENDIX_B_Air Leakage Test Results Form (attached separately)

8. Provide APPENDIX_C_Test Agency Qualification Sheet (attached separately)

9. Provide APPENDIX D_Air Leakage Rate by Fan Pressurization (attached separately)

10. Provide ATTACHMENT V – SUBASEINST 8020.1G (attached separately)

11. Update Clauses and Provisions (enclosed)

12. Provide PPI Responses (enclosed)

1. Extend proposal due date from 01 September 2026 to 29 September 2026.

2. Continuation Sheet for Drawings and Specifications (Enclosed)

DRAWINGS:

REPLACE the following drawings to the DRAWING INDEX under the corresponding discipline and drawing number. These drawings accompany this Amendment:

CS102 [12893869] SITE LAYOUT PLAN – AREA B – REPLACED SHEET

CS103 [12893870] SITE LAYOUT PLAN – AEA C – REPLACED SHEET

CU102 [12893902] UTILITY PLAN – AREA B – REPLACED SHEET

CU103 [12893903] UTILITY PLAN – AREA C – REPLACED SHEET

E-501S [12894218] ELECTRICAL DETAILS – SITE ADAPTED – REPLACED SHEET

S-704 [12894282] AIR INTAKE SECTIONS AND DETAILS – REPLACED SHEET

E-501S [12894302] ELECTRICAL DETAILS – SITE ADAPTED – REPLACED SHEET

E-501S [12921291] ELECTRICAL DETAILS – SITE ADAPTED – REPLACED SHEET

On NAVFAC Drawing No. 12893869 (CS102) Keyed Note 11: DELETE “E-103 AND CLWS E-102B” and ADD “EG101S AND CLWS EG101BS”

On NAVFAC Drawing No. 12893870 (CS103) Keyed Note 17: DELETE “E-103 AND E-102B” and ADD “EG101S AND EG101BS”

On NAVFAC Drawing No. 12893902 (CU102) Keyed Note 3: DELETE “E-103 AND CLWS E-102B” and ADD “EG101S AND CLWS SHEET

EG101BS”

On NAVFAC Drawing No. 12893903 (CU103) Keyed Note 11: DELETE “E-103 AND CLWS E-102B” and ADD “EG101S AND CLWS SHEET

EG101BS”

On NAVFAC Drawing No. 12894218 (E-501S) A4/S-501S GROUND TEST WELL INSTALLATION IN EARTH FILL ADD leader note “EPDM MEMBRANE ABOVE FINISHED GRADE”, ADD leader note “INSTALL TOP OF TEST WELL ABOVE EPDM MEMBRANE”, and ADD leader note “PROVIDE MEMBRANE PRIMER, SEALANT, AND SEALANT PRIMER AS RECOMMENDED BY EPDM MAUFACTURER AROUND TEST

WELL ENCLOSURE”

On NAVFAC Drawing No. 12894282 (S-704) A4/S-704 SECTION DELETE leader note “GEOTEXTILE ROOT BARRIER, SEE SPECS (TYP)” and ADD leader note “NON-WOVEN GEOTEXTILE (TYP)”

On NAVFAC Drawing No. 12894282 (E-501S)

MEMBRANE ABOVE FINISHED GRADE”, ADD leader note “INSTALL TOP OF TEST WELL ABOVE EPDM MEMBRANE”, and ADD leader note “PROVIDE MEMBRANE PRIMER, SEALANT, On NAVFAC Drawing No. 12894282 (E-501S)

MEMBRANE ABOVE FINISHED GRADE”, ADD leader note “INSTALL TOP OF TEST WELL ABOVE EPDM MEMBRANE”, and ADD leader note “PROVIDE MEMBRANE PRIMER, SEALANT, SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

REPLACE the following sections with the attached sections to accompany this Amendment.

01 14 00 WORK RESTRICTIONS

01 30 02.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF AUDIOVISUAL

EQUIPMENT, dated 25 August 2026 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING, dated 25 August

01 78 30.00 22 GIS DATA DELIVERABLES, dated 25 August 2026 01 91 00.15 22 TOTAL BUILING COMMISSIONING, dated 25 August 2026

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS,

dated 25 August 2026

SECTION 01 14 00 WORK RESTRICTIONS

1.3 Special Scheduling Requirements

DELETE text “(c) complete the entire work ready for use not later than 1,587 calendar days” and REPLACE with text “(c) complete the entire work ready for use not later than 1,737 calendar days.”

Milestone 1 – Phase 1A: DELETE “558 calendar days” and REPLACE with: “650 calendar days” Milestone 2 – Phase 1B: DELETE “340 calendar days” and REPLACE with: “310 calendar days” Milestone 3 – Phase 1C: DELETE “66 calendar days” and REPLACE with: “96 calendar days” Milestone 4 – Phase 2: DELETE “378 calendar days” and REPLACE with: “366 calendar days” Milestone 5 – Phase 3: DELETE “486 calendar days” and REPLACE with: “285 calendar days” Milestone 6 – Work in Areas E, F, G, H, I, J & K: DELETE “1828 calendar days” and REPLACE with:

“650 calendar days” Milestone 6 – Work in Areas ADD “D”

Milestone 6 (Remainder of Work): The remainder of work not listed in the previous milestones including but not limited to work in Areas ADD “D” and DELETE “Work for milestone 6 can be performed concurrently with Milestones 1 – 5” and REPLACE with: “Work for milestone 6 is to be performed concurrently with Milestone 1.”

SECTION 01 30 02.00 22 DESIGN, PROCUREMENT, AND INSTALLATION OF AUDIOVISUAL

EQUIPMENT

1.4.2 Concept AV Package

DELETE hyperlink “https://acquisition.navy.mil/rda/home/acquisition_one_source/ strategic_sourcing/don_furniture_acquisition” and REPLACE with hyperlink “https://www.gsa.gov/buy-through-us/purchasing-programs/multiple-award-schedule”

SECTION 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

https://www.gsa.gov/buy-through-us/purchasing-programs/multiple-award-schedule https://www.gsa.gov/buy-through-us/purchasing-programs/multiple-award-schedule

GBCI Principles Assessment Project Information Form DELETE and REPLACE GBCI Guiding Principles Assessment Project Information Form in its entirety.

SECTION 01 78 30.00 22 GIS DATA DELIVERABLES

DELETE and REPLACE specification section 01 78 30.00 22 GIS Data Deliverables in its entirety.

SECTION 01 91 00.15 22 TOTAL BUILDING COMMISSIONING

3.1.10.1 General Requirements

DELETE hyperlink http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/forms-graphics-tables and REPLACE with hyperlink “https://www.wbdg.org/dod/ufgs/ufgs-forms-graphics-tables”

SECTION 07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

3.7 Availability of Work Areas

DELETE text “This spreadsheet can be found at the following web site:

http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/forms-graphics-tables.” and REPLACE with “This spreadsheet can be found as Appendix D to this specification.”

3.10 Appendices

DELETE text “The following forms are available for download as a MS Word file at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/forms-graphics-tables.

” and ADD text “Appendix D - Air Leakage Rate by Fan Pressurization”

ATTACHMENTS:

1. SUBASEINST 8020.1G – Procedure for Blasting Incident to Construction

2. APPENDIX_A_Air Leakage Test Form.docx

3. APPENDIX_B_Air Leakage Test Results Form.docx

4. APPENDIX_C_Test Agency Qualification Sheet.docx

5. APPENDIX_D_Air Leakage Rate by Fan Pressurization.xlsx

6. ATTACHMENT H – Price Proposal Form REV4.docx

3. Updated P-1102_Amend 0010_Drawings are provided with this amendment (attached separately)

4. Updated P-1102_Amend 0010_Specifications are provided with this amendment (attached separately)

5. UPDATED ATTACHMENT H – Price Proposal Form REV4 is provided with this amendment (attached separately) http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/forms-graphics-tables https://www.wbdg.org/dod/ufgs/ufgs-forms-graphics-tables https://www.wbdg.org/dod/ufgs/ufgs-forms-graphics-tables

6. APPENDIX_A_Air Leakage Test Form is provided with this amendment (attached separately)

7. APPENDIX_B_Air Leakage Test Results Form is provided with this amendment (attached

8. APPENDIX_C_Test Agency Qualification Sheet is provided with this amendment (attached

9. APPENDIX_D_Air Leakage Rate by Fan Pressurization is provided with this amendment (attached

10. ATTACHMENT V – SUBASEINST 8020.1G is provided with this amendment (attached

11. Applicable Clauses and Provisions are updated with this amendment (enclosed)

12. Pre-proposal Inquiry Responses (enclosed)

PPI

Page Section Paragraph Question Response

266 Electrical

2.7 Communications

System - Please provide an updated drawing showing conduit runs and penetrations for the Antenna.

Question is unclear and unable to be answered.

267 Electrical

2.7 Communications

System - Please provide mounting detail for the Antenna.

Question is unclear and unable to be answered.

382 1 23 09 00 1.1

Ref Controls KMC System- The specifications require the installation of KMC controls system.

Can the Government provide a Justification and Approval (J&A) for this scope or confirm if the contractor can provide an 'or equal' controls system?

The J&A will be available prior to award of contract.

TS106

Ref. Telecom Site Plan Keyed Notes - Note 3 instructs bidders to intercept existing ductbank within 354T however, the plans do not graphically show the existing ductbank entering 354T. Please confirm if the existing ductbank enters 354T.

Per the BEI Manhole Field Report performed 11/28/22 MH 354T, butterfly diagrams and photos show 354T is connected to the telecom duct bank and was surveyed with spare pathways. Bid per Note 3 using 354T as the tie in point.

420 2 01 78 30.00 22 1.3.2.c

Ref. Actual Conditions

vs. Drawings - Please confirm if the intent of this statement is for the contractor to survey everything (any visible features, underground features using GPRS technology) and if actual field conditions vary from the locations shown on the plans, the preference will be given to the field collected data.

Please see specifications and continuation sheet provided with Amendment 0010.

Paragraph 1.3.2 and all subsets within paragraph 1.3.2 apply to site utilities only, either visible at grade or located underground.

2 01 78 30.00 22 1.3.2.c

Ref. Actual Conditions

vs. Drawings - The paragraph instructs bidders to 'Locate and field verify all features…', does this mean everything shown on the existing conditions plan?

(topography, Please see specifications and continuation sheet provided with Amendment 0010.

Paragraph 1.3.2 and all subsets within paragraph 1.3.2 apply to site utilities only, either visible at grade or located underground.

pavement, real property, site features, etc.)

2 01 78 30.00 22 1.3.2.c

Ref. Limits of GIS Data Collection - Please confirm the boundary limits of the data collection for the GIS deliverables. For example, within the limits of disturbance (LOD) line?

Please see specifications and continuation sheet provided with Amendment 0010.

Boundary limits for data collection are within the limits of disturbance with the exception of underground gravity sewer lines. Extend data collection to nearest utility structure (e.g. manhole, drainage inlet, etc.) beyond the limits of disturbance.

423 2 01 78 30.00 22 1.3.2.c

Ref. Scope of GIS Data Collection - The scope of the GIS deliverables is unclear. Paragraph

1.3.3 seems to only address demolished features. Will the contractor be required to locate all existing and installed physical assets (buildings/structures/fe ncing), infrastructure (utilities/pavement/sign s/striping), topography, vegetation, etc.?

Please provide the explicit target features, geometric types and mandatory attributes for each target feature.

Please see specifications and continuation sheet provided with Amendment 0010.

Demolished infrastructure should be captured in demolished feature class. All other infrastructure collected must be captured in the appropriate feature class. In accordance with guidelines the Navy IGI&S Data Collection Guidance (DCG). The DCG will be provided to Contractor after award.

424 2 01 78 30.00 22 1.3.3.a

Ref. Attribute Data Requirements - 'Populate all attributes in accordance with.' This sentence is incomplete, please confirm what the attributes must be

IAW.

Please see specifications and continuation sheet provided with Amendment 0010.

Populate all attributes with the Navy IGI&S Data Collection Guidance (DCG). The DCG will be provided to Contractor after award.

425 2 01 78 30.00 22 1.3.5

Ref. Spatial Accuracy - Please confirm which features must be located to the sub-foot accuracy and which must be to the survey grade accuracy.

Please see specifications and continuation sheet provided with Amendment 0010.

Non-Utility data may be collected utilizing Sub-Foot or better GPS.

Utility data will be collected utilizing Survey Grade GPS data collection methods.

426 20 01 91 00.15 22 3.2.10.1

Ref. 01 91 00.15 22 Para 3.2.10.1 Pre Functional checklists which provides a link for an example pre-functional checklist.

This link does not work. Please provide copy of an example pre-functional checklist for reference.

Please see specifications and continuation sheet provided with Amendment 0010. Link has been updated.

438 19 07 05 23 3.7

Ref. Calculation Program. The hyperlink for the Fan Pressurization Excel Sheet does not contain the spreadsheet referenced. Please provide the Fan Pressurization Excel Sheet.

Please see Appendix D_Air Leakage Rate by Fan Pressurization spreadsheet provided with Amendment 0010.

439 19 07 05 23 3.1

Ref. Appendices. The hyper link for the Appendices MS word files does not contain the files referenced.

Please provide the appendices MS word files.

Please see Appendix A_Air Leakage Test Form, Appendix B_Air Leakage Test Results Form, and Appendix C_Test Agency Qualification Sheet have been provided with Amendment 0010.

456 01 78 30.00

Please provide a copy of the latest SDSFE data standards and schema that will be required per the specification.

Please see specifications and continuation sheet provided with Amendment 0010.

SDSFE guidance was superseded by the Navy IGI&S Data Collection Guidance (DCG). The DCG will be provided after contract award.

457 01 78 30.00

Please provide clarification on the format and details for any metadata requirements that need to be met, if not included in the SDSFE.

Please see specifications and continuation sheet provided with Amendment 0010.

SDSFE guidance was superseded by the Navy IGI&S Data Collection Guidance (DCG). The DCG will be provided after contract award.

458 01 78 30.00

What are the criteria for determining accuracy requirements for demolished, AIP, and newly constructed features? The specification includes both sub-foot and sub-decimeter accuracy requirements.

Please see specifications and continuation sheet provided with Amendment 0010. Accuracy is to be sub-foot.

Ref. Vibration Monitoring - Explicit seismic monitoring is found in the blasting specification. Please confirm if vibration monitoring will be required for site construction or demolition activities.

Per the BEI Manhole Field Report performed 11/28/22 MH 354T, butterfly diagrams and photos show 354T is connected to the telecom duct bank and was surveyed with spare pathways. Bid per Note 3 using 354T as the tie in point.

Ref. Vibration Monitoring - Please confirm if there are any specific vibration threshold limitations for the existing ECM's during construction.

If site construction or demolition activities could produce vibrations approaching the specified maximum PPV limit of 1.92 ips, then vibration monitoring shall be performed during that work.

463 1 31 23 06 1.1

Ref. References - Work is to be performed in accordance with

SUBASENLONINST

8020.1G. Please provide this document.

Please see ATTACHMENT V -

SUBASENLONINST 8020.1G

provided with Amendment 0010.

Ref. CT DEEP 454 Permit Requirements - Is this contract subject to the CT DEEP CGS Section 22a-454 permitting requirements?

The construction contractor is solely responsible for preparing, submitting, and obtaining the required permit approvals required for the removal, transportation, and disposal of hazardous waste material generated from demolition and construction activities.

465 Attachment H Revised

Ref. Price Form - General bid note b.

indicates the Government's unilateral right to award CLIN 0008 within 365 days after award. This may require containerization of the water (93,000 gal.)

while waiting for the option award. Please confirm where the 93,000 gallons of containerized groundwater can be stored for up to 365 days as construction will have began prior to this date.

Bid per contract.

467 4 01 45 35 1.5.6

Ref. Special Inspections - The statement of special inspections has a section for the rigid inclusions. Are the special inspectors to be in accordance with paragraph 1.5.6 for qualifications of the Special Inspector?

Sampling, testing, recording of the data, monitoring and inspection of subgrade preparation and installation of the rigid inclusions and the load transfer platform shall be performed under the direct supervision of a geotechnical Professional Engineer registered in the state of Connecticut as required by Specification Section 31 66 13 - Rigid Inclusions (e.g., paragraphs 1.6, 1.7).

Ref. Price Form - Various DFOW like GIS survey, Sustainability, Permitting, etc. cover many different phases of the work by a single subcontractor. Please confirm if these services should be in the base line item or portioned among the various CLINs. Please confirm.

Included in Line Item 0001.

The Guiding Principles Assessment Project Information Form included within the specifications lists the application phase as "Design - Preliminary Submission". Can you confirm that GBCI has completed the design review and that only the construction phase review is within the current scope?

Confirmed that the Guiding Principles Assessment (GPA) Design review was completed, and final design review awarded, by the GBCI on October 26, 2023. The General Contractor is only responsible for submission of the Construction Phase Review to the GBCI. This only includes all credits marked as ‘Construction Phase’ in the Final Design review report appended to 01 33 29.

471 11 01 30 02.00 22 3.4

Ref. Post Award Changes

- With the design likely occurring within the first 6 months after award and the turnkey modification being issued up to 6 months from CCD, it is likely the designed components priced for the turnkey modification will be discontinued and replaced with a newer model. Will this require an additional design

BVD?

No additional design BVD is anticipated, provided the replacement component is functionally equivalent, meets the original performance and technical requirements, and does not require changes to the approved design. If a discontinued component is replaced with one that affects functionality, interfaces, performance, or requires design revisions, then an additional design BVD may be required.

472 11 01 30 02.00 22 3.4

Ref. Post Award Changes - With the design likely occurring within the first 6 months after award and the turnkey modification being issued up to 6 months from CCD, it is likely the designed components price will change. Given there may be 3 years between BVD and turnkey modification award, will the turnkey subcontractor be required to hold pricing for 3 years at the BVD approval stage?

No, pricing established during the BVD phase is intended solely to support evaluation and budgetary planning and is not required to be held until turnkey modification award. Final pricing will be established at the time the turnkey modification is issued and may be adjusted to reflect current market conditions, material cost, labor rates and equipment availability.

474 3 01 30 02.00 22 1.4

Ref. AV Design Specifications Link - The link provided in

PDF P-1102

16667770spc1of3 / Section 01 30 02.00 22 Page 3 (page 70) for NAVSUP BPA list does not work. Is there a link we should reference?

Please see specifications and continuation sheet provided with Amendment 0010. Link has been updated.

476 01 14 00 1.3

Reference is made to spec section 01 14 00 paragraph 1.3

SPECIAL

SCHEDULING

REQUIREMENTS as provided in Amendment 0007. This section provides a table of milestones. Please clarify when milestone 1A would be achieved?

Would this be when the government begins moving into the new space?

Milestone 1A would be achieved once government personnel moves into the facility.

477 01 14 00 1.3

Reference is made to spec section 01 14 00 paragraph 1.3

SPECIAL

SCHEDULING

REQUIREMENTS as provided in Amendment 0007. This section provides a table of milestones. Would it be permitted for work on Milestone 1B to be performed concurrently with work from milestone 1A?

Work on Phase 1B may occur concurrently with Phase 1A provided this work is coordinated with and approved by the Contracting Officer and munitions operations personnel.

479 S-704 A4

Page S-704, Section A4 of the CLWS drawings notes that details for the Geotextile Root Barrier will be provided in a separate specification section. However, this specification section appears to be missing from the current bid documents. Would you please provide the missing specification section for this bid item?

Please see specifications and continuation sheet provided with Amendment 0010. Provide non-woven geotextile fabric in lieu of geotextile root barrier. Revised detail A4 on sheet S-704.

480 Amendment

Reference is made to Amendment 0009 PPI No. 475 and the response provided which states that the durations for the milestones are measured from Notice to Proceed. In reviewing these revised milestones, it appears this would have milestone 3 (demolition of ext ops bldg) completed at NTP+66 days which is before the end of Milestone 1 (construction of new ops bldg) (NTP+558 days). Would you please confirm if it is your intention for the milestones to be sequential/each

Milestones 1-5 work is sequential.

Milestone 6 work can be done concurrently with Milestones 1-5.

Clarifications to the milestones are given in Amendment 0009.

milestone's start date is the completion of the previous milestone, (milestone 3 = NTP+558 (milestone

1) + 340 (milestone 2) + 66 (milestone 33) =

NTP+964)

481 3 07 14 00 1.6

Ref. 07 14 00 para 1.6 "Provide roof system material workmanship warranties.. Warranty shall have no dollar limit, cover full system water tightness, and shall have minimum duration of 20 years".

This is warranty requirement is included within the fluid-applied waterproofing spec and appears to be a duplicate of spec 07 54 23 para 1.10. Please clarify the warranty requirement for the fluid applied waterproofing.

The warranty requirement in Section 07 14 00, Paragraph 1.6 is intended to align with the roof system warranty requirements of Section 07 54 23, Paragraph 1.10.

The fluid-applied waterproofing specified in Section 07 14 00 is an accessory component of the roofing system and is not intended to constitute a separate warranted waterproofing assembly.

The warranty requirements of Section 07 54 23 govern for the completed roofing system, including associated accessory waterproofing components.

482 21 S-301S

Ref. S-301s typical for all magazines details water-proofing membrane with protection board to be installed on the roof and walls of each magazine. The drawings do not specify where fluid applied, or elastomeric sheet waterproofing are supposed to be installed. Please clarify which type of waterproofing is required to be installed for the roof and walls of the magazines.

Elastomeric sheet waterproofing is to be used for the magazines, fluid applied is for the Ops and Sentry buildings.

483 E-801S

Ref. PPI 186 regarding the snow melt and heat trace systems. No specification was provided in amendment 007 for this system.

Please provide a specification for the snow melt and heat trace systems.

Provide a heat trace/snow melt system, including all manufacturers’ required appurtenances, that meets performance requirements provided on sheet notes 1 through 4 on sheet E-801S.

484 2 01 14 00 1.3

Amendment 9 provided an anticipated award date December 16, 2026. The process by which the contractor prepares to rock blast takes 6 months per the specifications (4 submittals at 21 working days each for review and approval).

Based on the anticipated award date and the required submittal process, the soonest the contractor could gain approval to blast for the Operations Building would be March 31, 2027. This coincides with the No Blasting Restriction from April 01 to October 31 and therefore blasting would not commence for 215 calendar days on November 01, 2027.

Based on this there is not enough time allotted for the completion of Milestone 1. The milestone duration provided still does not account for the time it takes to blast and the calendar restrictions for blasting. Please provide an updated milestone duration or a revised approval process for blasting.

Please see updated clause provided with Amendment 0010. The calendar duration for Milestone 1 is revised to accommodate blast restrictions based on an estimated award date of December 16, 2026.

485 2 01 14 00 1.3

Amendment 9 provided an anticipated award date December 16, 2026. The process by which the contractor prepares to rock blast takes 6 months per the specifications (4 submittals at 21 working days each for review and approval).

Based on the anticipated award date and the required submittal process, the soonest the contractor could gain approval to blast for the Operations Building would be March 31, 2027. This coincides with the No Blasting Restriction from April 01 to October 31 and therefore blasting would not commence for 215 calendar days on November 01, 2027.

Based on this information, is there an alternative rock removal method that would be acceptable to Gov't in lieu of losing time during the no blasting restricted window?

Please see updated clause provided with Amendment 0010. Conduct rock removal in accordance with the specifications. The calendar duration for Milestone 1 is revised to accommodate blast restrictions based on an estimated award date of December 16, 2026.

486 16 01 91 00.15 22 3.2.4.1

Amendment 9 PPI 404 clarified that TAB and CX are to be completed under Milestone 1.

However, PPI 403 stated that the Transfer of Personnel from B524 to the Operations Bldg. should occur following completion of Milestone 1. These two statements contradict each other as TAB and CX are directly related to the Transfer of Personnel from B524. Ref. 01 91

00.15 22 para 3.2.4.1.

Please clarify which

TAB and Cx are to be performed prior to the transfer of personnel.

However, Post-Construction Phase Site Observations are to be performed within 8 to 10 months after Beneficial Occupancy to verify and document that all commissioned equipment, systems, and assemblies are operating in accordance with the Owner's Project Requirements per paragraph 3.3.4.1 of specification 01 91 00.15 22.

CX activities are required to be completed under Milestone 1. If the transfer of personnel is not required under Milestone 1 then some CX may not be required under Milestone 1. Please confirm.

487 3 01 30 00 1.8.1

Attachment Q NRZ Checklist was provided within Amendment 6.

The NRZ checklist provided contains items unrelated to this project including but not limited to Elevator Testing, Boiler Testing, Boiler Certification, LEED Documentation etc. There is also no reference to blast door acceptance testing.

Please provide an updated NRZ checklist with only project specific items. If multiple NRZ checklists are required for each unique milestone please provide them.

ATTACHMENT Q - NRZ

Checklist provided with Amendment 0006 is a sample template that will need to be modified by the KTR for specific project-related activities. Activities including but not limited to blast door acceptance testing must be included in the NRZ Checklist. Refer to the bullet points in ATTACHMENT Q - NRZ Checklist provided with Amendment 0007 for instructions and requirements.

488 1 01 14 00 1.3

Ref. Special Scheduling Requirements "All ground disturbance and work in the wetlands will be restricted for 90 days after award in order to obtain both the NPDES and wetlands permit approvals". The PROD provided in amendment 9 states that permits must be approved prior to ANY land disturbance activities. Please confirm if permits are required to ANY land disturbance activities or just those actvities within the wetlands.

The NPDES permit currently in plans review by CT DEEP must be closed. The construction contractor must reapply with CT DEEP for the NPDES permit since transfer of permits is no longer accepted. No land disturbance can occur until the NPDES permit is obtained by the construction contractor. Likewise, the wetlands permit is currently in plans review with CT DEEP and USACE. No wetland disturbance is allowed without permit approval from CT DEEP and USACE.

Regarding the Liquidated Damages rate for Milestones detailed in Amendment #9, particularly milestone 3, FAR 11.501(d) states that the Contracting Officer must document the calculation and rationale for the daily rate to ensure it represents a reasonable forecast of actual probable damages and is not a penalty. Could the Government please provide the documented rationale, engineering estimate, or specific cost factors used to establish this milestone's daily rate, so that offerors can accurately assess and allocate performance risk in their proposals?

Please see FAR 52.211-12 (DEVIATION 26-O0038) with Amendment 0010.

490 CS-102

Drawing CS-102 note 11 states to refer to Electrical Type G Sheet E-103 and E- 102B for ground test wells. These drawings do not exist. Please clarify this note and provide the accurate drawing reference for the Electrical Ground Test Well.

Please see updated drawings and continuation sheet provided with Amendment 0010. Note 11 on CS102 should reference Type G sheet EG101S and CLWS sheet

EG101BS.

491 E-501S

E-501S detail A4 provides the Ground Test Well detail but does not reference the EPDM cover that will installed at these locations. Please provide an updated detail including the EPDM cover including how the EPDM will be sealed around the test well.

Please see updated specifications and continuation sheet provided with Amendment 0010. Details are revised to reference the EPDM and how the EPDM will be sealed around the test well.

Attachment H- Price Proposal

Form

Line Item 0009, Option Item No. 8, requests a per hour unit price for 100% work shutdown.

The hourly cost of this this impact will vary greatly depending on the phase of the project and how much manpower and how many pieces of equipment are working at any given time. The manpower and equipment needs for this project will not be linear across its duration. Given this significant variability, the Contractor will not be able to provide a single price, without being overly conservative.

It is recommended that the Government change this Option from a unit price to an allowance. This will allow the Government to pay for the actual cost of the impact based upon actual conditions at the time of the occurrence.

Please see updated ATTACHMENT H – Price Proposal Form REV4 provided with Amendment 0010.

We are unable to locate the Geotech report.

Can you please provide the document?

Geotechnical report will not be provided - please bid per drawings and specifications.

494 TS-106

Ref. Telecom Site Plan Keyed Notes - Note 3 instructs bidders to intercept existing ductbank within 354T however, the plans do not graphically show the existing ductbank entering 354T. Please confirm if the existing ductbank enters 354T.

Per the BEI Manhole Field Report performed 11/28/22 MH 354T, butterfly diagrams and photos show 354T is connected to the telecom duct bank and was surveyed with spare pathways. Bid per Note 3 using 354T as the tie in point.

495 01 78 30.00

Please provide a copy of the latest SDSFE data standards and schema that will be required per the specification.

Please see specifications and continuation sheet provided with Amendment 0010.

SDSFE guidance was superseded by the Navy IGI&S Data Collection Guidance (DCG). The DCG will be provided after contract award.

496 01 78 30.00

Please provide clarification on the format and details for any metadata requirements that need to be met, if not included in the SDSFE.

Please see specifications and continuation sheet provided with Amendment 0010.

SDSFE guidance was superseded by the Navy IGI&S Data Collection Guidance (DCG). The DCG will be provided after contract award.

497 01 78 30.00

What are the criteria for determining accuracy requirements for demolished, AIP, and newly constructed features? The specification includes both sub-foot and sub-decimeter accuracy requirements.

Please see specifications and continuation sheet provided with Amendment 0010. Accuracy is to be sub-foot.

498 3.4

Ref. Post Award Changes - With the design likely occurring within the first 6 months after award and the turnkey modification being issued up to 6 months from CCD, it is likely the designed components price will change. Given there may be 3 years between BVD and turnkey modification award, will the turnkey subcontractor be required to hold pricing for 3 years at the BVD approval stage?

No additional design BVD is anticipated, provided the replacement component is functionally equivalent, meets the original performance and technical requirements, and does not require changes to the approved design. If a discontinued component is replaced with one that affects functionality, interfaces, performance, or requires design revisions, then an additional design BVD may be required.

499 1.4

Ref. AV Design Specifications Link - The link provided in PDF P- 1102 16667770spc1of3 / Section 01 30 02.00 22 Page 3 (page 70) for NAVSUP BPA list does not work. Is there a link we should reference?

Please see specifications and continuation sheet provided with Amendment 0010. Link has been updated.

Ref. Post Construction Cleaning Wage Rates - Please confirm if post construction cleaning labor will be considered a Building Construction Laborer Group 1 or will a different wage category be provided for this role?

That category is specialized and there is not a wage decision applicable. Please bid per RFP.

501 4 07 05 23 1.6.2.1.b

Ref. List at least ten commercial/industrial facitilties with building envelopes that the agency has tested within past 2 years.

Please confirm that projects older than 2 years can be used as reference. Many AVB inspectors do not have the required reference projects within the 2 year timeframe required but have many more years of experience.

Bid per specifications.

502 4 07 27 26 1.6

Ref. Capillary Moisture Test required for the construction mockup. It is assumed the fluid-applied membrane air barrier will be installed for the unit masonry on the Operations and Sentry Buildings.

Specification 04 20 00 does not reference the requirement for a construction mockup.

Please confirm if a construction mockup is required for the Unit Masonry and what is to be included within this scope.

In lieu of a mockup, the capillary moisture test may be performed on a representative area of the completed building installation.

Any repairs required as a result of the testing shall be completed in accordance with the manufacturer's recommendations. To minimize the potential impact on the completed work and project schedule, it is recommended that testing be conducted at the earliest practical opportunity.

503 01 57 19

Ref. Temporary Environmental Specification - Amendment #6 updated this specification section.

Amendment 7 included this section as well, but the bookmark is dated

06.02.26. Please

confirm the most current version of this specification section.

Please see Amendment 0009.

Specification Section 01 57 19 dated 28JUL26 is the most up to date version of this specification section.

504 31 01 57 19 3.2.5

Ref. Municipal Separate Storm Sewer System (M4) Permit Requirements - Paragraph instructs offerors to comply with 'Installation's MS4 permit requirements.' Please provide these requirements.

Please see specifications and continuation sheet provided with Amendment 0010. Link has been updated.

505 Attachment H Revised

Ref. Price Form - General bid note for ESS, FF&E, and AV note f states that no schedule extensions will be granted if these options are awarded at least 6 months prior to the contract completion date. The ESS, FF&E, and AV are required for milestone 1 completion amongest others. If these options are awarded within 6 months of the overall contract completion date, then they won't be complete by the applicable milestones.

Please confirm how the award of these options aligns with the milestones provided.

Please see Updated ATTACHMENT H – Price Proposal Form REV4, General Note provided with Amendment 0010. It has been revised to state 6 months prior to completion of Milestone 1.

506 LS102/103

Ref. Seeding Extents -

LS102 & LS 103

indicate in the legend various hatch patterns to determine the grass/seeding requirements, however there does not appear to be any in the plan view indicated for limits of application.

Please confirm if there is no seeding required for areas B & C.

Magazine side slopes within Areas B and C are to be stabilized utilizing "Magazine Vegetative Slope Stabilization" mix identified in detail C5 on sheet C-501.

Stabilize stormwater management basins utilizing the "Non-Magazine Vegetative Stabilization - Basin Mix" identified in detail C5 on sheet C-501. All remaining areas not identified to receive meadow mix or located within a basin or magazine side slope are to be seeded and stabilization utilizing "General Stabilization Mix" identified on detail C5 on sheet C- 501.

507 9 28 10 05 2.1

Ref. ESS System Description states to provide a standalone Lenel OnGuard ESS for this work that can be integrated and work seamlessly with the installation's existing ESS at a future date.

The ESS J&A provided within amendment 6 provides a list of (3) products required to be used including a Lenel Power Supply Enclosure. The J&A does not specifically reference Lenel OnGuard as the brand name specification for the overall ESS system.

Please provide an updated J&A to align with spec 28 10 05 para 2.1.

J&A is not required for the software. Provide software that is compatible with the Lenel OnGuard system components per specifications.

Regarding the Liquidated Damages rates associated with the interim milestones identified in Amendment No. 9, particularly Milestone 3, the combination of significant liquidated damages exposure and the extensive stakeholder review and approval requirements appear to substantially increase schedule risk to the Contractor.

These requirements place increased pressure on critical and near-critical activities within the Network Analysis Schedule, limiting available float and reducing the Contractor's ability to mitigate impacts arising from factors outside its direct control. As a result, offerors may be compelled to include additional contingency, staffing, and risk premiums in their pricing to offset this exposure, potentially increasing overall project costs without corresponding benefit to the Government.

Please clarify whether the Government has considered adjustments to the liquidated damages structure, milestone dates, approval processes, or opportunities for greater concurrency in project execution to better balance schedule risk while maintaining the project's objectives and achieving best value.

Please see FAR 52.211-12 (DEVIATION 26-O0038) with Amendment 0010.

Given the number of unanswered PPIs and milestone questions still outstanding, please extend the proposal due date to October 6 to give the Government sufficient time to respond and the Offerors the ability to incorporate the changes into the proposals.

Please see Amendment 0010.

Proposal due date is extended to 29 September 2026.

After a conversation with our paver supplier, they recommend a 5' conventionally installed pour strip at the concrete paving closest to the buildings.

This will allow enough clearance for the paver tracks between the building and the rest of the concrete paving.

This will be required at the type G, H, and CLWS buildings. Can the engineer of record confirm if this method is acceptable? If allowed, can we use a laser screed & ride on/walk behind trowel machines for placement to help meet the FF/FL requirements?

The construction contractor is responsible for the means and methods to achieve the concrete pavement section shown on the drawings and meet the FF/FL requirements.

Addendum 9 made significant changes to the liquidated damages structure to the contract. However, it is unclear when the impact takes place.

For example, milestone 1 is 588 days (assuming from NTP).

Milestone 2 is 340 days- is that 588 + 340 days from NTP or just 340 days from NTP?

Each milestone has its own damages associated with missing

Please see FAR 52.211-12 (DEVIATION 26-O0038) with Amendment 0010.

dates. Are these additives ie one can pay multiple damages?

Are there caps to the damages? With such excessive damages, are there incentives that could be added?

The damages listed for milestone 3 are $312,854.12 per day, but in 01 14 00 provided in addendum 7- Milestone 3 (phase 1c) lists “Work includes but is not limited to demolition of existing Building 524, utilities and pavements.” For such a penalty, a more complete description of work is needed. Why is there such a large penalty for the demolition of Building 524?

Please provide locations of card readers at magazines, if any.

Card readers are not located at magazines.

Provide a video management software system compatible with ESS and cameras systems.

9324 VIRGINIA AVENUE, NORFOLK VA 23511-0395

NORFOLK, VA 23511-0395

UNITED STATES

Angela Clifton, Email: angela.j.clifton2.civ@us.navy.mil Telephone: 757-341-0692 AdminBy:

SCD: PAS: