AMEND 003 SAN JUAN PHASE III.pdf

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Design-Build USCG Hurricane Rebuild San Juan Phase III West/Central
Solicitation number
70Z04722R43000001
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AMEND 0011 SAN_JUAN_PHASE_III.pdf PDF
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AMEND_009_ Revised Drawings - West Amendment 9.pdf PDF
AMEND_009_SAN_JUAN_PHASE_III.pdf PDF
AMEND_009_ Space Criteria Sheets - Buildings 117 and 118.pdf PDF
AMEND_009_Attachment G - San Juan_Phasing Diagrams.pdf PDF
AMEND 0008 SAN JUAN PHASE III.pdf PDF
AMEND_007_10878158_AD_104_rev1.pdf PDF
AMEND_007_10878158_A101_rev1.pdf PDF
AMEND_007_SAN_JUAN_PHASE_III.pdf PDF
AMEND 006 SAN_JUAN_PHASE_III_1.pdf PDF
AMEND 0005 SAN_JUAN_PHASE_III.pdf PDF
AMEND_0004_10878158-E-001.pdf PDF
AMEND_0004_10878158-A-112.pdf PDF
AMEND_0004_10878158-E-003.pdf PDF
AMEND_0004_Wage Determination.pdf PDF
AMEND 0004_SAN_JUAN_PHASE_III.pdf PDF
AMEND_0004_10878158-G-001.pdf PDF
AMEND_0003_Attachment L-Part 3 of 3-As-Built Reference Drawings.pdf PDF
AMEND_0003_Attachment K - Final Geotechnical Report and Soil Sampling Report.pdf PDF
AMEND_0003_Space Criteria Sheet H112 General Storage.pdf PDF
AMEND_0003_10878158C102-rev1.pdf PDF
AMEND_003_Attachment L-Part 2 of 3-As-Built Reference Drawings.pdf PDF
AMEND 0003_10878158C101_rev1.pdf PDF
AMEND 0003_Wage_Determination_PR20220001 01072022.pdf PDF
AMEND_0003_Attachment L-Part 1 of 3-As-Built Reference Drawings.pdf PDF
AMEND 0002 SAN JUAN PHASE III.pdf PDF
AMEND 0001.pdf PDF
RFP W-10878158 Appendix A - ComputerGenDrwgs.pdf PDF
Attachment H - BESEP Base and Sector San Juan 03AUG21.pdf PDF
TO Announcement San Juan_Phase III_Final_1.pdf PDF
Attachment A - Drawings.pdf PDF
RFP W-10878158 Appendix B - ElectDeliv.pdf PDF
Attachment G - San Juan_Phasing diagrams 2.pdf PDF
10878158 - Final Specifications.pdf PDF
Wage Determination.pdf PDF
Attachment B - Space Criteria Sheets 10_06_21.pdf PDF
Attachment C - BFR 10_06_21.pdf PDF
RFP W-10878158 Appendix D - Design Narrative.pdf PDF
RFP W-10878158 Appendix C - Adept File Naming.pdf PDF
Attachment J - CSTO Electric Vehicle Support Equipment.pdf PDF
Attachment I - CSTO Advanced Metering Infrastructure .pdf PDF
Attachment F - US Coast Guard Public Address.pdf PDF
Attachment E - US_Coast_Guard_ISP_Cabling_Standards.pdf PDF
Attachment D - Final ACM and LBP Survey_ Base San Juan.pdf PDF
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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 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.

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

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

Amendment 003 70Z04722R43000001 Of 13 010878158, Base San Juan Hurricane Rebuild Phase III West/Central, Amendment 003

SOLICITATION NO. 70Z04722R43000001 IS AMENDED AS FOLLOWS:

Drawings:

See sheet C-101, “triangle 2”

See sheet C-102, “triangle 2”

Drawing AD-105

Keynote 5, after “slab”

INSERT: in areas where walls are to be demolished

Attachments:

Attachment B Space Criteria Sheets

INSERT: Space Criteria Sheet H112 General Storage

INSERT: Attachment K – Sector San Juan Final Geotechnical Report April 12, 2019

INSERT: Attachment L – As-Built Drawings

Space Criteria Sheet H103

Under Sound Attenuation

INSERT: STC 45 minimum

Space Criteria Sheet H208

Under Sound Attenuation

INSERT: STC 45 minimum

Space Criteria Sheets H237, H238, H239, H240, H241, H242

Under Sound Attenuation

DELETE: N/A

REPLACE WITH: STC 45 minimum

Space Criteria Sheet 119-101

Under Furniture and Equipment, Contractor Furnished; Contractor Installed

INSERT: Stainless steel hand sink

Section 01110 Paragraph 2.5.1.1

Of 13

DELETE: Provide a concrete pad for the installation of the portable weapons storage locker as GFCI equipment.

Section 01800 Paragraph 1.6.5.4

After “condition” in first sentence

INSERT: for a period of 12 months from contract acceptance date.

Section 01800 Paragraph 1.7.33.3.1

DELETE: Provide type IR where impact resistance is needed.

Section 01800 Paragraph 1.7.37.1

After “65”’

INSERT: and elevator sump pump

Section 01800 Paragraph 1.9.

Under Salvage Requirements for each building

DELETE: The following items shall be removed and turned over to the Coast Guard: (a) Confirm with the Coast Guard regarding any items to be removed and salvaged.

REPLACE WITH: All loose equipment, furniture, tools etc. shall be removed from each building by the Coast Guard. The Design Builder shall provide 60 days notice to the Coast Guard stating when a building will be demolished. One week prior to demolition of any building the Design Builder will conduct a walk thru with the COR and Base FE to confirm all items have been removed.

Section 01800, Paragraph 1.9.1.15

Add new bullet

INSERT: Existing underground utilities must be completely removed where new buildings are to be constructed but can be abandoned in place elsewhere on site.

Section 01800 Paragraph 1.10.29

At end of paragraph

INSERT: The second floor of this building shall be classified as an Ambulatory Care Facility within a Business use group.

Section 01800 Paragraph 1.12.10.7.4

At end of paragraph

INSERT: At least one emergency shutoff switch is to be located on each floor with a distance not exceeding 200 feet per UFC 1-010-01.

Section 01800 Paragraph 1.17.6

Of 13

INSERT: D. Installed to ¼” OD copper water supply.

Section 01800, Paragraph 1.18.5.2.2

4th line of paragraph

DELETE: “this”

REPLACE WITH: “contaminated”

Section 01801 Paragraph 1.12

Phase 1a

DELETE: existing

REPLACE WITH: new

END OF AMENDMENT LANGUAGE

Responses to Questions Regarding Solicitation 70Z04722R43000001:

1. Drawing A-111. Missing Space Criteria Data Sheet for General Storage H112. Please provide space criteria data sheet for this room.

RESPONSE: See amendment for Attachment B Space Criteria Sheets.

2. Specification 01801 Paragraph 1.9 pg. 2, 3, 4, 5, 6, 7, 8. Please provide a list of items the Coast Guard would like removed and salvaged from Building 119, 120, 121, 122, 123, 124, 125, 133 and R04.

RESPONSE: See amendment for Section 01800 Paragraph 1.9.

3. Drawing CD-101. Will abandoning of existing utilities be allowed in lieu of removal?

RESPONSE: See amendment for Specification 01800 Paragraph 1.9.1.15.

4. Specification 01801 Paragraph 2.5.1.1. RFP states to provide a concrete pad for the installation of the portable weapons storage locker as GFCI equipment. No information could be found in the RFP on this storage locker. Please provide dimensions, weight, and quantity of the portable weapons storage locker required for this project.

RESPONSE: Delete the requirement for a concrete pad. See amendment for Specification 01801 Paragraph 2.5.1.1.

5. Drawing C-101. Drawing C-101 shows an Optional Battery Energy Storage System

(BESS). However, there is no option on the Price Proposal Form for the BESS, nor is there information in the RFP about this system. Please clarify if this BESS is required.

Of 13

RESPONSE: Delete BSS requirement. See Drawings C-101 and C-102.

6. Drawing AD-105. Keynote 5 states to patch and repair existing concrete slab to accept new finishes. However, there is no way to quantify how much existing concrete needs to be repaired. For bidding purposes, please provide a quantity of existing concrete to be patched and repaired.

RESPONSE: See amendment for Drawing AD-105.

7. Specification 01110 Paragraph 1.12 Work Sequence (Page 4). The Phasing Plan provided in the RFP includes scope items that are not included as part of this project and list as N.I.S. (Not In Scope). Is the phasing for this project contingent on the other project's scope to be completed? Or can this project proceed to subsequent phases even if the N.I.S. items are not completed?

RESPONSE: Yes, the phasing plan for this project is contingent on the other project’s scope. The CUP (n.i.s.) needs to be finished and operating on the East side of site for utilities to be functional within new and renovated buildings in this scope. All remaining elements are not contingent on the other project’s scope to be completed.

8. Specification 01800 Paragraph 1.4.9-1.4.10, Drawing L-102. Please confirm the area extent of required pavement removal, replacement and resurfacing required (square footages of each); and include basis of pavement design criteria (vehicle types, loading, design life, etc.) or provide typical prescriptive sections and depth of pavements required for both rigid and flexible pavements and designate limits of each.

RESPONSE: See amendment for drawing C-102.

9. Specification 01800 Paragraph 1.4.3, Drawing C-102. Please confirm coastal resiliency design requirements for seawall, RFP references revetment design will be in accordance with USACE Coastal Engineering Manual; this is a comprehensive manual for design of coastal erosion control elements.

1) Please confirm limits of design required as prescriptively as possible and whether a full coastal littoral zone analysis is required to be conducted or if a simple rock seawall embedded 3-4 feet into the existing sand is sufficient for toe protection of the existing cast-in-place seawall based on the 3' wave height specified.

2) Please confirm if design by a registered Coastal/Oceanic Engineer is required and extent of waveform analysis required.

RESPONSE: Yes, USACE Coastal Engineering Manual must be followed.. 300 l.f. of revetment is noted on sheet C-102 at a 3:1 slope. Design of revetment shall be provided by a Coastal/Oceanic Engineer.

10. Specification 01800 Paragraph 1.4.3, Drawing C-102. Based on site visit it is evident that the proposed seawall revetment improvements are adjacent to local historic plaza and community recreation site. 1) Please confirm that proposed revetment improvements have been vetted and approved by local authorities in regard to historic preservation and

Of 13 recreational integration requirements and no further permitting or local government approvals are required for proposed work other than adhering to standard USACE nationwide permits applicable to maintenance of existing seawalls. Confirm that all proposed revetment preparation and construction work has been coordinated and is permitted by all required authorities having jurisdiction as per SWA Section 401 and Coastal Zone Management Act (CZMA) – 16 U.S.C. 1451 et seq requirements.

RESPONSE: Design Builder shall be responsible for obtaining necessary clearances for obtaining us army corps engineer permit.

11. Specification 01800 Paragraphs 1.4.3, 1.18.2, 1.18.4.1.7, 1.18.4.6, Drawing C-102.

Please confirm that the seawall revetment design can be limited to activities authorized under USACE Nationwide Permits and no other permits, water quality certifications, endangered species or protection measures related to protection of special aquatic resources/sites will be required. Specifically, confirm that design can be limited to discharge of dredged or fill material less than an average of one cubic yard per running foot as measured along the length of the treated bank, below the plane of the ordinary high water mark or the high tide line (limits of Nationwide Permit #3).

RESPONSE: Design Builder shall be responsible for confirming and obtaining necessary permits for revetment improvements.

12. Attachment G. Construction Phasing Drawings reference the Phase III and Phase II scopes. Please revise and identify/label the items that are Not In Contract (N.I.C.) and/or are not part of this Phase III contract.

RESPONSE: Phasing plans as shown in Attachment G are intended to be a phasing plan for both Phase 2 and Phase 3. Refer to RFP Section 01110, 1.12 Work Sequence for items that are included in Phase 2 and are (N.I.S.).

13. The task order announcement for Rebuild San Juan Phase III West/Central states that the period of performance is 946 calendar days. The task order announcement for Phase II East, states that the period of performance is 1,721 calendar days. Both task orders contain attachments with identical phasing plans. The phasing plans indicate that work for Phase III will be concurrent with the work for Phase II. If the work is concurrent in these two task orders, then it would seem that the period of performance for Phase III should also be 1,721 calendar days. Please clarify.

RESPONSE: Phase 2 and 3 work is to be performed concurrently but phase 3 construction scope is less than phase 2 therefore shall be completed in less time.

14. Specification 01800 Paragraph 1.5. Please provide referenced Sector San Juan Final Geotechnical Report (April 12, 2019). Please confirm that this Geotechnical Report is the same for both Phase II and Phase III work.

RESPONSE: See amendment for Attachment K. This is the same report for Phase II.

15. Specification 01800 Paragraph 1.10. Please confirm that the second floor of Health building will be classified as business and storage occupancies with no ambulatory health care occupancy present. NFPA 101 defines ambulatory health care as an occupancy used to provide services or treatment simultaneously to four or more patients

Of 13 that provides, on an outpatient basis, one or more of the following: (1) treatment for patients that renders the patients incapable of taking action for self-preservation under emergency conditions without the assistance of others; (2) anesthesia that renders the patients incapable of taking action for self-preservation under emergency conditions without the assistance of others; (3) treatment for patients who, due to the nature of their injury or illness, are incapable of taking action for self-preservation under emergency conditions without the assistance of others.

RESPONSE: See amendment for Specification 01800 Paragraph 1.10.29.

16. Specification 01800 Paragraph 1.14.34. The CCTV requirements appear to indicate complete systems, but the building-specific information paragraphs do not provide specific quantities of CCTV cameras for each facility. Will this be a planned contract modification during the design-phase of the project, or is the contractor to price the system based on the information provided: "Provide a CCTV surveillance and recording system including all wiring, equipment, and components required to provide complete CCTV camera coverage of exterior buildings, building corridors and driveways."

RESPONSE: Contractor shall price a complete system as described in RFP. Final CCTV camera quantities shall be provided by the USCG District Security Manager.

17. Specification 01800 Paragraph 1.12.10.7.4. Are emergency shutoff switch locations to be one per floor and at distances not exceeding 200 feet per UFC 4-010-01?

RESPONSE: See amendment for Specification 01800 Paragraph 1.12.10.7.4.

18. Specification 01800 Paragraph 1.12.10.7.4. Please clarify if emergency shutoff switches can be omitted in low occupancy buildings with 11 or less personnel (Buildings 118,119 & Guardhouse).

RESPONSE: No, emergency switches cannot be omitted.

19. Specification 01800 Paragraph 1.12.9.3. Per RFP electrical/IT room shall a "redundant dedicated air conditioning system". Please confirm the redundant system will only be required to meet room internal equipment loads, and not positive airflow with minimum 10 air changes.

RESPONSE: Confirmed. The "redundant dedicated air conditioning system" purpose is to meet space cooling during any failure event the primary method of cooling the space.

20. Specification 01800. Please clarify if elevator sump pump is required.

RESPONSE: See amendment for Specification 01800 Paragraph 1.7.37.1.

21. Specification 01800 Paragraph 1.11.8.1.2. Per RFP health building hot water shall be provided by an electric hot water heater. Please confirm a solar water heating system does NOT have to be provided as indicated by UFC 3-420-01 501.1.

RESPONSE: No, a solar water heating system is not required.

22. Specification 01800 Paragraph 1.12.10.7.2.3. In addition to the minimum DDC points listed in this paragraph are the minimum control points listed in Appendix D of UFC 3- 410-01 Heating, Ventilating, and Air Conditioning Systems to be provided?

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RESPONSE: Yes. System is required to be functional and provide a level of information to the user that allows for capabilities by maintenance staff to troubleshoot issues.

23. Specification 01800 Paragraph 1.12.8.2. RFP indicates to provide energy recovery wheel for DOAS. Please confirm that this system is to be provided only if life cycle cost effective.

RESPONSE: Negative, exhaust air energy recovery is a requirement for dedicated outside air equipment.

24. Specification 01800 Paragraph 1.11.9.5.1. Pipe design specifications indicate above ground water piping requires type K hard-drawn copper. Can type L hard-drawn copper be used for above grade domestic water piping?

RESPONSE: No. Type K only.

25. Environmental Assessment (EA) provided by Government covers both Phase II and Phase III scope. Environmental Rulemaking (both EU and PR) prohibits the segmentation of project during the Environmental assessment (EA) approval; therefore, it is expected the PR EA submittal during Phase II project should include both Phase II and III included on the provided EA. Therefore, the Phase III cost estimate will assume project will start with an approved EA (from Phase II) and the contractor will be able to update EA on PR Permit system (OGPe) if necessary. Please confirm.

RESPONSE: The final approved EA was provided for the whole project (east and west).

These are 2 separate projects, however, for efficiency the Coast Guard conducted an EA for the entire site that covers both projects. The Phase II and Phase III contractors will be submitting only the information required by their respective projects.

26. Phase II scope includes a facility where the external electrical and water utilities are to be connected and then distributed to all buildings of the complex (CUP building).

Connections from the buildings to the CUP can be considered as internal. Are there any external electrical, potable water or sanitary sewage connections included as a part of the scope of Phase III?

RESPONSE: Existing and new buildings shall be connected to the CUP which is part of East (Phase II). The utilities for the existing and new buildings shall be extended to the CUP as shown on and E-003.

27. Drawing A-101. Floor plan keynote #2 on sheet A-101 references to tenant fitout drawings for additional work for building 124. Tenant fitout drawings are not provided with RFP package. Please provide.

RESPONSE: Fit-out drawing is not complete and will be provided by the Coast Guard after award of contract.

28. Attachment A Drawings 21. H235 specimen toilet- specimen coordination: Please confirm if a specimen pass- thru will be needed?

RESPONSE: No, pass-thru is not required.

Of 13

29. Space Criteria Sheet 119-101. Please confirm the function of servery. Indicates 2 residential side-by-side refrigerators - no further equipment.

RESPONSE: Servery is a space that serves drinks and host events. Stainless steel hand sink is required as shown on sheet A-103. See amendment for Space Criteria Sheet 119-101.

30. Space Criteria Sheet 124-100. Exchange indicates merchandising fixtures by others. 1) Is this an outsourced space? 2) Please clarify who will be responsible and expectation for Contractor coordination.

RESPONSE: Merchandising fixtures shall be provided by USCG. Contractor shall build-out the space as shown in drawings and described in RFP.

31. Specification 01800 Paragraph 1.11. Does not indicate water line specific for A3 refrigerator ice-maker and water filter in 119 Servery,125 CGIS, 126 Base Command, Guard House, Health. Please confirm.

RESPONSE: See amendment for Specification 01800 Paragraph 1.17.6.

32. Specification 01800 Paragraph 1.8.1, 1.8.2, 1.8.3, 1.8.4. Buildings 117, 124, 125, and 126 - Please provide a complete set of as-built drawings for existing buildings 117, 124, 125, and 126, which are necessary in determining existing conditions and potential impacts from RFP described scope of work to be bid as part of this project.

RESPONSE: See amendment for Attachment L – As-built Drawings. There are no existing drawings available for Building 117.

33. Specification 01800. Buildings 118 and 119 - Please provide a complete set of as-built drawings for existing buildings 118 and 119, which are necessary in determining existing conditions and potential impacts from RFP described scope of work to be bid as part of this project.

RESPONSE: There are no existing drawings available for Buildings 118 and 119.

34. Specification 01800 Paragraph 1.7. Health Building - In reference to wall systems

1.7.33.3.1 states, "Provide Type IR where impact resistance is needed." Please confirm required locations where Impact Resistant gypsum wall board is required.

RESPONSE: See amendment for Specification 01800 Paragraph 1.7.33.3.1.

35. Space Criteria Sheet H103. Health Building - Sound Attenuation field is blank for H103 Barber. Please provide required Sound Attenuation.

RESPONSE: See amendment for Space Criteria Sheet H103.

36. Space Criteria Sheet H204. Health Building - Sound Attenuation field is blank for H204 Pharmacy. Please provide required Sound Attenuation.

RESPONSE: Sound Attenuation is not required for H204 Pharmacy.

37. Space Criteria Sheet H205. Health Building - Sound Attenuation field is blank for H205 Issue. Please provide required Sound Attenuation.

Of 13

RESPONSE: Sound Attenuation is not required for H205 Issue.

38. Space Criteria Sheet H208. Health Building - Sound Attenuation field is blank for H208 Emergency/ Minor Surgery/ Treatment Room. Please provide required Sound Attenuation.

RESPONSE: See amendment for Space Criteria Sheet H208.

39. Space Criteria Sheets H237, H238. Health Building - Confirm that Sound Attenuation is not required at H237, H238 PVT 2ND Line Supervisor per Section 01800, 1.7.33.7.1 Sound Attenuation.

RESPONSE: See amendment for Space Criteria Sheets H237, H238. In accordance with 1.7.33.7.1, all potential occupied spaces shall have an STC rating of 45 minimum.

40. Space Criteria Sheets H239, H240, H241, H242. Health Building - Confirm that Sound Attenuation is not required at H239, H240, H241, H242 Medical/ Dental Officer per Section 01800, 1.7.33.7.1 Sound Attenuation.

RESPONSE: See amendment for Space Criteria Sheets H239, H240, H241, H242. In accordance with 1.7.33.7.1, all potential occupied spaces shall have an STC rating of 45 minimum.

41. Drawing A-112 and Space Criteria Sheet H202. Please confirm that wall cabinets are not required at H202 Reception Desk.

RESPONSE: Wall cabinets are not required at H202 Reception Desk.

42. Specification 01800 Paragraph 1.18.5.2.2 requires all excess soil (including non-contaminated) to be disposed of at a RCRA Subtitle D landfill. This has the potential to be a significant cost driver. Please consider relaxing this requirement.

RESPONSE: Only contaminated material shall be disposed of at an EPA RCRA subtitle D Landfill. See Amendment above for Specification 01800 Paragraph 1.18.5.2.2.

43. Please confirm that the Government will provide the contractor with a completed Form AS2916.1, which will provide the required exemption to allow invoicing without adding an additional layer of business-to-business tax at the prime contract tier.

RESPONSE: The Government will not provide the completed form as there are no applicable tax exemptions using this form.

44. Please confirm that there is no DBA waiver, and that the cost of DBA insurance must be included in addition to any locally required workmen's compensation programs.

RESPONSE: The cost of DBA insurance shall be included in the price proposal.

45. Please confirm that imported material can be consigned to the Government and therefore be exempt from import taxes/duties.

RESPONSE: The material cannot be consigned to the Government and the contractor is responsible for any import taxes/duties.

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46. As this is a Federal Contract, please confirm that this project will be exempt from the Business-to-Business tax (4% on 35% of subcontracted costs).

RESPONSE: This project is not exempt from the Business-to-Business tax.

47. Please clarify whether this project will be exempt from Municipal Construction Tax (5% of total contract value), or any other local taxes.

RESPONSE: It is ultimately the contractor’s responsibility to verify tax rates and there are no known exemptions.

48. Please clarify whether this project will be exempt from Patent Fees (0.5% of total contract value) or any other local taxes.

RESPONSE: This project is not exempt from the patent fees.

49. Please clarify whether this project will be exempt from Engineers/Surveyors Board/IRS Stamps (0.635% of construction cost) or any other local taxes.

RESPONSE: It is ultimately the contractor’s responsibility to verify applicable tax rates.

50. Please confirm this project will not be exempt from Sales/Use Tax (IVU, 11.5% on local material) on material, equipment, etc.

RESPONSE: This project is not exempt from Sales/Use Tax on material, equipment, etc.

51. Specification 01500 Paragraph 1.4. Referenced specification section requires 6' high temporary chain link fence, covered with filter fabric, "to completely encircle your worksite." Please confirm that this requirement only applies to active work areas within the site which need to remain secure during any particular phase of the project, and not that the entire east side of the base needs to be enclosed.

RESPONSE: This requirement only applies to active work areas within the site.

52. Specification 01800 paragraph 1.7.6.4 and 1.7.7.5. (From the Landscape Restoration Paragraph 1.7) state the maintenance requirement for the project during the establishment period, but does not specify the duration. Please identify the duration of the maintenance/establishment period.

RESPONSE: See Amendment above for Specification 01800 Paragraph 1.6.5.4.

53. Please confirm whether the President's Executive Order requiring $15/hr. minimum wage for federal contractors is applicable to this contract.

RESPONSE: Since proposals will be due past the E.O. effective date, the E.O. is applicable to this contract.

54. Specification 01500 Paragraph 1.4. Will the construction hazard fence (item 1.4 of section 01500 temporary facilities) be required around the entire site for the full duration of the project or will it be required independently for each phase?

RESPONSE: This requirement only applies to active work areas within the site.

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55. Specification 01110 Paragraph 1.12. Will Bldg. 120 be moved to an existing 10’ x 40’ trailer (as it appears in section 01110, 1.12 work sequence, phase 1 (page 4) or will it be moved to a modular building provided by the contractor, as it appears in page 1 of section 01801 (1.1.1 general)

RESPONSE: See amendment for Specification 01110 Paragraph 1.12..

56. Please provide as built drawings (plan & elevation) and/or exterior dimensions of Building 116 Quarters Building.

RESPONSE: There are no existing drawings available for Building 116.

57. Please provide as built drawings (plan & elevation) and/or exterior dimensions of Building 117.

RESPONSE: There are no existing drawings available for Building 117.

58. Please provide as built drawings (plan & elevation) and/or exterior dimensions of Building 118.

RESPONSE: There are no existing drawings available for Building 118.

59. Please provide as built drawings (plan & elevation) and/or exterior dimensions of Building 124.

RESPONSE: See amendment for Attachment L – As-Built Drawings.

60. Please provide as built drawings (plan & elevation) and/or exterior dimensions of Building 125.

RESPONSE: See amendment for Attachment L – As-Built Drawings.

61. Please provide as built drawings (plan & elevation) and/or exterior dimensions of

Building 126.

RESPONSE: See amendment for Attachment L – As-Built Drawings.

62. Please clarify if it's the Government's intent for the offerors to provide additional information such as representations and certifications or amendment acknowledgements in the Price Proposal in addition to the Price Proposal Form. Please advise order of placement within the Price Proposal.

RESPONSE: Please include any additional non-technical documents with the Price Proposal Form.

63. Upon review of the task order RFP documents it is evident that AECOM provided design/engineering services to support the development of the Design-Build Request for Proposal (D-B-RFP) for the Base San Juan Rebuild West and Central project under contract 70Z05018DAECOMT06 / order number 70Z04721FBSJRFP00. AECOM is part of the RQ-AECOM 2 JV Joint Venture, a current NMACC II Prime Contractor.

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Due to AECOM’s involvement in the development of the RFP documents and position as a member of a NMACC II Prime Contractor Joint Venture, it would appear this represents a conflict of interest. Due to this apparent conflict of interest, the RQ-AECOM JV should not be eligible for award of the Hurricane Rebuild San Juan Phase 3 West/ Central project, task order 70Z04722R43000001.

RESPONSE: Currently, the proposal due date of March 24, 2022 remains unchanged.

The Government has received a letter regarding a potential organizational conflict of interest (OCI) on this procurement. Per FAR 9.504 and HSAR 3052.209-72, the Government will be performing an in-depth investigation into this matter. As of now, the proposal due date will be extended until the investigation is complete. Due to the project funds expiring, the Government reserves the right to request proposals prior to the completion of the investigation in order to make award.

64. Please confirm that the wage determination referenced in the Task Order Announcement (PR20210001 - Building) is the only specific wage rate requirement for this project.

RESPONSE: Yes. Wage Determination: Delete General Decision No. PR20210001 with Modification No. 0 dated 01/01/2021 and Insert General Decision Number PR20220001 01/07/2022 Building, which accompanies this amendment.

65. Please specify a font type and size for the technical (non-price) proposal submission.

RESPONSE: The font type and size for the technical l (non-price) proposal submission is as follows:

Times New Roman 12

66. Please confirm 11"X17" page size can be used for charts, tables, graphics, and the proposal schedule.

RESPONSE: Yes - 11”x17” page size can be used.

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Description[0]: DESIGN-BUILD USCG HURRICANE REBUILD SAN JUAN PHASE III WEST SAN JUAN, PUERTO RICO

THIS AMENDMENT IS ISSUED ONLY TO THOSE OFFEROR UNDER THE REGIONAL MULTIPLE AWARD CONSTRUCTION IDIQ CONTRACT (NMACC II) USCG DEPARTMENT OF HOMELAND SECURITY

(SEE CONTINUATION SHEET)

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USCG, Facilities Design and Construction Center 5505 Robin Hood Road, Suite K Norfolk, VA 23513-2431

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