N6247020R4011 0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Design-Build (DB) Design-Bid-Build (DBB), Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Aw ard Construction Contract for Projects, Primarily Located at Rota, Spain and Worldw ide

PLEASE SEE SF-30 BLOCK 14 CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 20

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

16C. DATE SIGNED

BY 19-Feb-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N6247020R4011

X 9B. DATED (SEE ITEM 11)

23-Dec-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer 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 ADMINISTRATIVE 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Feb-2021

CODE

COMNAVFACSYSCOM ATLANTIC

6506 HAMPTON BLVD

NORFOLK VA 23508-1278

N62470 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6247020R4011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0005

Design-Build (DB) Design-Bid-Build (DBB), Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Construction Contract for Projects, Primarily Located at Rota, Spain and Worldwide

The proposal due date is unchanged and remains 5 March 2021 at 2:30 PM (Eastern U.S. Time). Pre- Proposal Inquiries shall be accepted until 17 February 2021.

The purpose of this amendment is to provide the following:

1. Responses to Pre-Proposal Inquiries (PPI’s)

2. Solicitation Revisions

3. Specification & Drawing Revisions

4. Additional Attachments

1. Responses to Pre-Proposal Inquiries (PPI’s)

PPI

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

and of basic

RFP

Section 3 Basis for Award and

Section 4, Evaluation Factors for

Award - Price

3.9 and 4.0

On page 10 of 66 of the RFP, paragraph 3.9, it says “Prior to receiving award under this solicitation, firms may be required to undergo a vetting process controlled by the U.S.-Spanish Government Permanent Committee (PC). The Contracting Office does not have control over this process, and it is not a factor employed by the Contracting Office in its qualitative evaluation of proposals. However, if a firm submitted for PC review is ultimately rejected by the PC, the Government will be unable to award a contract to that firm.”

On page 18 of 66 of the RFP, paragraph 4, Price, the paragraph titled “Clasificacion De Empresas de Obras Certification”, it says “Offerors must hold, at the time of proposal submission, an updated Certificate of Classification issued by the “Clasificacion de Empresas de Obras” of the “Ministerio de Economia y Hacienda” covering the following groups, subgroups, and categories.” This is not consistent with

The Solicitation language regarding Certificate of Classification requirements is revised by this Amendment. Please see the revision below. The Solicitation language regarding the Permanent Committee vetting process remains unchanged.

Noticeably, this language states that firms “may be required to undergo a vetting process […].”

(emphasis added).

The Government only intends to

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

European Union regulations where Spain is a member, that in accordance to the Law of Public Contracts in Spain (Ley 9-2017), non-Spanish companies of the European Union are exempt from Classification.

European companies only need to prove technical and financial solvency to perform the solicitated work. These two paragraphs appear to be in conflict. Does a contractor have to comply with both paragraphs or can a non-Spanish Company of the European Union be solely be vetted by the Permanent Committee? How would the Permanent Committee evaluate a contractor for work outside of Spain which is in the scope of this contract?

employ the vetting process to the extent required by applicable law and regulations.

68 1

ATT J

1561956dwg06o f19.DRAWING

S-001

3. DESIGN

LOAD

CRITERIA,

E.

ANTITERRO

RISM (ATFP)

AND

ACCIDENTA

L

EXPLOSION

CRITERIA.

Contract Drawing S-001, details that the ATFP level of Protection design criteria is

LOW LEVEL OF PROTECTION.

Question: Considering both building will be located within the Explosive Safety Quantity Distance (ESQD) Arc, and also attending the distance from/to the Base Secured Perimeter and the parking standoff distances from/to the new Port Operation and FDRMC building, that windows/doors and storefront may require a certain mitigating Level Of Protection against any potential blast higher tham "LOW".

Please confirm the requested design criteria ATFP Level of Protection for exterior,windows,doors and storefronts.

Refer to drawing S- 003 for ATFP and Accidental Explosion information.

69 1

ATT J

1561956dwg06o f19.DRAWING

S-001

3. DESIGN

LOAD

CRITERIA,

E.

ANTITERRO

RISM (ATFP)

AND

ACCIDENTA

L

EXPLOSION

CRITERIA.

Attending the Antiterrorism (ATFP) and Accidental explosion Critea detailed in Structural Drawing S-001, we assume that it is required for blast resistant windows,doors and strorefont to provide Dynamic analysis calculations to substantiate compliance with deflection requirements and Antiterrorism Performance Requirements performed and signed by a Registered Professional Engineer showing that the design of each different size and type of aluminum window,door, and storefront unit and its anchorage to the structure meets the requirements detailed in DRAWING S-001 related with Antiterrorism (ATFP) and Accidental explosion. Please confirm.

Refer to drawing S- 003 for ATFP and Accidental Explosion information.

70 1

ATT J

1561956dwg06o f19.DRAWING

3. DESIGN

LOAD

CRITERIA,

In order to demonstrate the performance equivalent or better than the hazard rating associated with the applicable LOW level of

Refer to drawing S- 003 for ATFP and Accidental Explosion

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

S-001 E.

ANTITERRO

RISM (ATFP)

AND

ACCIDENTA

L

EXPLOSION

CRITERIA.

protection, for all aluminum windows, door and storefront system. To do so, please provide the requered data: the peak positive pressure (pounds per square inch (psi)) and the peak positive phase impulse (pounds per square inch-millisecond (psi-ms)), thank you.

information.

71 00 21 00

Para 5.2

PROPOSAL

SUBMISSIO

N

INSTRUCTIO

NS

Paragraph 5.2 of Section 112100 states that:

ELECTRONIC/FACSIMILE

SUBMISSION OF PROPOSALS WILL

NOT BE ACCEPTED

PROPOSALS MAY NOT BE HAND

DELIVERED. ALL PROPOSALS MUST

BE MAILED VIA POSTAL SERVICES

OR COMMERCIAL COURIERS SUCH

AS FEDEX, DHL, OR UPS

Since the proposal will be mailed from outside the USA the only option is to have the package delivered via an international commercial courier.

However, the international courier service companies contacted abroad do not guarantee delivery of packages in the USA on a specific date and time.

In fact, we account for a similar situation where the mailing of a solicitation proposal to the USA failed when the package was late by the company. Fortunately, a second mailing of the package via a different company succeeded in the timely delivery.

The pandemic situation this time seems to be worse for international mail deliveries.

We would request that you consider acceptance of an electronic submission of the proposal before the due date, provided it includes a voucher of the mailed original proposal package via a commercial courier.

No change will be made to the RFP in this regard. Bid per RFP requirements.

72 13 00 21 00

Para. 4

EVALUATIO

N FACTORS

FOR AWARD

Factor 3 - Corporate Experience

We would request consideration to adjust requirement in Factor 3 Corporate Experience for (a) Recency to eight (8) years based on the justification below.

1) Not many local companies have achieved completion of large projects within a five year term, which therefore reduces competition

2) COVID19 conditions have reduced to almost none much of local construction for

See Amendment 0004. Factor 3, Corporate Experience has been revised to allow for relevant projects completed within the past ten (10) years.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

one year, therefore decreasing actual experience to four years

3) For an eight year duration of contract (1 base year + 7 option years) an equal recency requirement of eight (8) years would be more adjusted, as it would to qualify offerors for a future solicitation of this type.

73 1 NAVFAC Dwg No. 14069901

(C-001)

Amendment 1

Per Amendment 1 it states: Demolition Notes. Add Note 3. New FDRMC and Port Ops Buildings must be complete and personnel relocated before any Pier demolition work can occur.”. Questions: 1. Will it be the responsiblity of the contractor or the USG to perform this relocation? 2. Will the execution time of the project be stopped during the relocation time if the responsibility is of the USG? 3, For scheduling purposes, please specify the estimated period of time that the Government requires for said relocations.

1. No, USG will not be responsible for relocation 2. No, 60 days will be added to the Period of Performance for relocation - see Amendment details.

3. 60 days will be added to the Period of Performance for relocation - See Amendment detail below.

74 9 of 10

Amendment 0002 document

N6247020R4011 +0002.pdf

On NAVFAC Dwg No.

14069901 (C- 001).Demoliti on Notes

Amendment 0002, details the following demolition Note:

Demolition Notes. Add “Note 3. New FDRMC and Port Ops Buildings must be complete and personnel relocated before any Pier demolition work can occur.”

QUESTION: Please confirm the time frame for the Government to relocate all personnel and to Perform the complete Mobilization to new buildings.

60 days will be added to the Period of Performance for relocation – See Amendment detail below.

75 3 OF 21

ATT J

1561956dwg06o f19 Drawing S-003

ANTITERRO

RISM/FORCE

PROTECTIO

N NOTES:

Note 3

The explosive for ATFP is defined as Explosive Weight II, and a standoff distance of "9140" is given. Furthermore, Note 3 says that the blast pressure and impulse must be calculated by the Blast Engineering Firm, based on the "actual standoff distance from parking and roadways". However, pressure and impulse values for the ATFP blast loads are given in the Notes. So, it is not clear whether the ATFP blast loads should be taken as the provided pressure and impulse values, or if the ATFP blast load should be calculated based on Explosive Weight II at the "actual standoff" QUESTION : and, if the above is correct, The Blast Engineer must confirm the ATFP pressures and impulses indicated on Drawing S-003. The 9140 represents the minimum stand-off dimension required to meet ATFP requirements.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

please confirm what is the "9140" standoff value for?, thanks.

76 4 OF 21

ATT J

1561956dwg06o f19 Drawing S-003

ANTITERRO

RISM/FORCE

PROTECTIO

N NOTES

The level of protection for ATFP is shown as "Low / Very Low" in Sheet S-003, But drawing S-001 shows LOW. It is not clear which one is it: is it "Low" or "Very Low" (they correspond to different response limits) QUESTION. Please confirm if this means that it is "Low" for the ATFP blast load, and "Very Low" for the higher Accidental Explosion blast loads. Please confirm. In addition is required this confrimation considering some security criterias, as: the location of the new Facilities and the vicinity to the Port ESQD, the standoff and orientation to parking areas and last but not less, the distances from the new Facilities to the base secured perimeter.

Finally, The level of protection or response criteria (response limits) for the Accidental Blast loads is not specified. Please confirm.

See Amendment for revised Drawing S- 003.

77 5 OF 21

ATT J

1561956dwg06o f19 Drawing S-003

ANTITERRO

RISM/FORCE

PROTECTIO

N NOTES

The Accidental Explosion blast loads are defined in terms of given pressure and impulse values (reflected and incident).

However, the orientation of the buildings relative to the origin/direction of the blast load needs to be known, so that the Blast Engineers can determine which elevations of the buildings will be subject to the reflected loads and which elevations will be subject to the incident loads.

QUESTION: Please could Government/Designer confirm the origin/direction of the Blast Load?

The origin of accidental explosion blast loads is the harbor. The Government will provide specific locations to the successful bidder.

163, 164, 165 of

NAVFAC

DWG. NO.

14070031 to 14070033

(Attachment J)

1. Sprinklers system (Port operations facility)

Sprinklers system for Port operations facility is not defined. It is already mentioned on the schematics but not in drawings. We kindly ask you to confirm if it shall be quoted.

A sprinkler system is required for the Port Operations Facility.

See specification section 21 13 13.00 20.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

166 of

NAVFAC

DWG. NO.

14070034

(Attachment J)

2. Sprinklers system

(FDRMC

facility)

General Notes C. Provide complete sprinkler protection in accordance with NFPA

13, UFC 3-

600-01 and

UFC 3-600-

10N

Sprinklers system for FDRMC facility is not defined. It is mentioned on different documents but not drawn. We kindly ask you to confirm if it shall be quoted.

(See General Note C)

A sprinkler system is required for FDRMC. See specification section 21 13 13.00 20.

80 Attach C

Can our fill-in responses on the Attachment C form match the existing font size on the form?

Attachment C itself may not be changed.

However, 10 pt. font is acceptable for this document only

81 5 RFP 1.3.2

RFP Section 1.3.2, Page 5 of 66: What percent of work do you expect to be exec uted at NS Rota vs. at other worldwide locations?

Construction projects performed under this MACC will be primarily located at Rota, Spain and Worldwide. An estimated percentage of work is unknown.

82 18 RFP

Clasificacion de Empresas de Obras Certification: For work outside of Spain, does the certification and requirement for the certification holder to perform the majority of the work remain?

Certificate of Classification is only relevant for work performed within Spain. Requirements for future task orders will be dependent on the applicable laws and regulations of the host nation where the work is to be performed.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

Attach J, Sheet

SF103A

Attachment ATT J, Drawing Sheet SF103A #Notes #8 HE240 AA Operable Partition Support Beam: Cannot locate said note on the drawings. Please provide location and length of beam.

"Note 8. HE240 AA Operable Partion Support Beam" does not apply to drawing

SF103A.

SF104A

Attachment ATT J, Drawing Sheet SF104A, Detail A2/SF104A: Please provide location of said detail.

Detail A2/SF104A applies to the metal grating indicated on Plan B2/SF104A within the area defined by Part Plan C4.

85 Attach H

The Report of Hazardous Materials provided in Attachment H (1 of 2) indicates the presence of asbestos-containing material (ACM), such as pipe insulation and floor tile, in and/or on structures to be demolished; however, no quantities are provided in the report or in the Hazmat drawings (HM1010, HM102 and HM 103).

Please provide quantities of ACM and any other hazardous materials (e.g., lead, cadmium and chromium-containing materials) to be abated as part of the demolition scope of this project.

The estimated quantities of ACM are provided in the hazmat report and in Hazardous Materials Note #5 on drawing H-001.

86 2 Attach G

Liquidated Damages Table: If the Contractor has completed all of the work with the exception of the work for a single CLIN, will the Government only enforce the LDs for that particular CLIN? For example, if CLIN 0001AA is the only CLIN with work not complete, would the LD calculation be $5,785 x Number of Delay Days? Or would the Government enforce the aggregate of all CLIN amounts, including those where the work ahs been completed (less the CLIN amounts for any options not awarded) x Number of Delay Days?

See revisions to Attachment G made by this Amendment.

Per Attachment G, Liquidated Damages, if the contractor fails to complete the work within the time specified in the contract, the contractor shall pay liquidated damages to the Government as follows, for each day of delay until the work is completed or accepted. See also response to #88, below.

87 2 Attach G Liquidated Damages Table: Are there different milestone completion dates for each CLIN, with delay damages to be

No, the contract completion date applies to all CLINS, REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

enforced for each separate CLIN at its own rate if its own milestone completion date is not reached?

including base bid, priced options, and planned modifications.

88 2 Attach G

Liquidated Damages Table: Is the Government going to assess LDs per CLIN per the table or in total if the 903-day POP is not achieved?

Liquidated Damages will only be applied to deliverables that are incomplete as of the contract completion date.

Liquidated damages rates for individual deliverables will be assessed using the table shown in Attachment (G). See revisions to Attachment G made by this Amendment.

89 Amend 0002

According to Amendment 0002, dated 22 Jan 2021, P811 is a “Design-Bid-Build” contract. We also received new drawings and clarifications with this amendment. a) Given the new definition of the contract for P811 as “Design-Bid-Build”, please confrim design is excluded from the scope of the Constructor’s contract. b) What level of completion has been established in the seed project? Please confirm 100% drawings and specifications are what has been provided.

P811 is Design-Bid- Build. Drawings and specifications provided are 100% design complete

Regarding the P811 Seed Project, the Government may elect not to award CLINs 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011, 0012, 0013, and 0014 to the main Contractor within 120 calendar days after the award of the contract. a) Will the Government select other companies to perform those CLINs not awarded once the work awarded to the main Contractor has finished and BOD is obtained? b) In the event that companies out of the scope of the main Contractor start their work simultaneously, how does the Government intend to coordinate these companies?

No. If the Government awards option and planned modification CLINs, it will be to the Contractor who was awarded the base bid.

91 20 5.2 19

We urge the Government to allow for electronic proposals to be uploaded to the DoD SAFE site in lieu of hard copy delivery. The commerical carriers listed in the RFP have been adversely impacted by COVID and we continue to see many

Deliveries of proposals shall follow instructions provided in the original solicitation as amended by

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

instances of delivery delays. Current COVID-related delivery delays are further impacted by the adverse winter weather conditions at this time of year. Please allow for proposals to be uploaded to the Government's DoD SAFE site to ensure proposals are recieved by the due date and time.

subsequent amendments.

SF104A

Attachment J, Drawing Sheet SF104A, Note 8, and Drawing Sheet AE113A, Note 18 both reference an access ladder. Sheet SF104 note references the architectural drawings. However, the only ladder details found were details A5/AE406A “Pit Ladder Detail” and B3/AE514B “Roof Access Ladder” for the FDRMC facility. If the detail is the same for the Port Operations Facility, please provide the correct ladder height or provide the detail for the roof access ladder for the Port Operations Facility.

Detail for access ladder to be similar to pit ladder, Detail A5/AE406A. See Sections A1/AE404A and A1/AE406A for the base condition and overall ladder height.

93 1 00 22 13.00 20 CLIN 0001AB

According to the referenced CLIN description, the Contractor is to include price for the entire work for the P-811 Port Operations Facility, outside the line 5 feet outside the building perimeter, complete in accordance with the drawings and specifications, but excluding work described in all other CLINS. Please clarify the following:

Does the construction of the new fire pump house, indicated on Note #4 of Drawing GI106A belong to CLIN 0001AB? Please also confirm that all fire suppression system piping, equipment, electrical installation, controls, etc., up to 5 feet from the P-811 Port Operations Facility façade, also belong to CLIN 0001AB.

Bid per solicitation.

AE102B

Attachment J, Drawing Sheet AE102B, Roof Plan, shows some type of a railing system with a swing gate around the roof hatch. Please advise detail and type of system or what the swing gate/doors is indicating.

Keynote #4 on sheet AE102B refers to a guardrail and gate.

Refer to detail A3/AE512B. The guardrail is detailed at A3/AE512B.

Attach J, Sheets

AE104A &

AE102B

Attachment J, Drawing Sheets AE104A & AE102B and Attachment H, Specification Section 07 32 13 Roof Tiles, all call for a 2-piece Spanish Mission cover and pan tile;

however, no tile size was provided on any of the drawing details or specifications.

Clay roof tile length to be 40 cm. Please see revised specification section 07 32 13.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

Please provide.

AE111B

Attachment J, Drawing Sheet AE111B, FDRMC – Reflected Ceiling Plan, indicates a diagonal hatch pattern in the center of Rooms 105, 123 & 124. There is no diagonal hatch pattern shown on the legend or any note referenced. What does this pattern represent?

The diagonal pattern represents the acoustical tile ceiling rotated at 45 degrees.

AE103A

Sheet AE103A, Detail A2 and Sheet AF602A "Room Finish Schedule": What floor finish, if any, is required on the exterior cantilever walkway around the perimeter of the fourth floor watch tower?

Exterior walkway at the perimeter of the tower to be exposed concrete, per details on AE302A.

Attach H Spec

Section 12 36 00

Attachment H Specification, Section 12 36 00 Epoxy Resin Countertops: Drawing Page AE502B, Detail B2 indicates a lab fume hood over the casework. The associated Note 27 says to see the finish schedule, however, no notes are provided. Does the Epoxy Resin Countertop go on this set of cabinets in Detail B2/AE502B? If not, please provide the correct location(s).

Refer to Sheet

AF101B, FDRMC

Finish and Signage Plan, Keynote 4 in Room 109 - Provide Black Epoxy Resin Countertop.

Attach J, Sheets

AF601A &

AF602A

Attachment J, Drawing Sheets AF601A & AF602A, Roof Finish Schedule: Corridor walls indicate PRC3/PT1, i.e., porcelain tile and paint. What is the height of the porcelain tile in the corridors?

Refer to Sheet AF101A & Af102A Finish and Signage Plans, Key Note 1 - All walls in this area except for the drinking fountain wall receive porcelain tile wainscot at 1067MM AFF with stainless steel top trim and paint above.

Key Note 2 - Wall behind drinking fountains shall receive full height porcelain tile.

100 1 00 22 13.00 20 CLIN 0001AB

According to the referenced CLIN description, the Contractor is to include price for the entire work for the P-811 Port Operations Facility, outside the line 5 feet outside the building perimeter, complete in accordance with drawings and specifications, but excluding work described in all other CLINS. Please clarify the following: Does the installation of the

Bid per solicitation.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

transformer and meter, indicated on Notes #6 and #5 of Drawing ES401A (Detal A) belong to CLIN 0001AB? Please also confirm that the concrete slab, associated ductbanks, meter rack, underground wiring, grounding, controls, etc., up to 5 feet from P-811 Port Operations Facility façade, also belong to CLIN 0001AB.

101 1 00 22 13.00 20 CLIN 0001AB

According to the referenced CLIN description, the Contractor is to include price for the entire work for the P-811 Port Operations Facility, outside the line 5 feet outside the building perimeter, complete in accordance with drawings and specifications, but excluding work described in all other CLINS. Please clarify the following: Does the installation of the medium voltage switchgear, indicated on Note #13 of Drawing ES101A belong to CLIN 0001AB or does it belong to CLIN 0008? Please also confirm that the concrete slab, associated ductbanks, underground wiring, grounding, controls, etc., up to 5 feet from P-811 Port Operations Facility façade, belong to either CLIN 0001AB or

CLIN 0008.

Bid per Solicitation.

102 5 00 22 13.00 20 CLIN 0001AB

In the event the Government decides not to exercise Bid Option #7 (CLIN 0008), how are we feeding the SF6 medium voltage switchgear? (See Note 13 on Drawing

ES101A)

Please also confirm that the ductbank running parallel to Powerplant Road will need to be constructed, even though the Goverment decides not to exercise CLIN 0008.

The building, via SF6 switch (note 13) is being fed from the north at Pole #34008 on ES105A. The bid option is to extend the ductbank system south of the building transformer and manhole (note 16 identifiers only).

103 4 00 22 13.00 20 CLIN 0004

Drawings CG101A, CU101A, etc. for P-811 Port Ops Facilities, show installation of a OWS (see Note #5 on Drawing CU101A), located on the west side of Bldg. P-811. It is our understanding Bid Option #3 (CLIN 0004) describes the bid option to construct the concrete hardstanding area located on the west and south side of the Port Ops Facility. (Please confirm our understanding is correct.) Our question is: In the event the Government decides not to exercise CLIN 0004, is the OWS to be left with only backfill around and on top of the surface of the subject OWS? Should the Contractor not

Bid per RFP documents.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

account for a concrete slab covering the OWS footprint to allow for OWS maintenance operations?

104 4 00 22 13.00 20 CLIN 0004

CLIN 0004 description indicates, and we quote: Furnish and install 50% of total concrete paving for Port Operations Facility. Ensure that parking is on west sides of building for this option.

Please provide a more detailed explanation of the concrete paving areas to be considered under CLIN 0004, as we are not clear what this means.

Parking was deleted and replaced with paving. See Amendment for revised Attachment E

- Schedule B Price Proposal Form.

105 8 00 22 13.00 20 CLINs 0013 &

The referenced CLINs description indicates, and we quote, "...Equipment includes items such as Premise Control Units, central processing units, field panels, sensors, card readers, keypads, cameras, switches, videos recorders, workstations,..."

We have not been able to identify on the solicitation drawings the location of cameras, video recorders, etc. among other ESS equipment and therefore have not been able to establish a quantity. Please direct us to or provide a chart or schedule listing the subject ESS equipment and quantities.

Bid per RFP documents. Please see TY sheets and specification Sections 28 08 10 and 28 10 05. Note:

CCTV system is not included in project and is deleted- see revised Attachment E

- Schedule B Price Proposal Form

106 11 RFP Section 4

In the proposal instructions for Factor 1 Technical Approach, the Government is allotting an 11 x 17 page (counts a 1 page) for a "simple organizational chart that clearly identifies lines of authority between the entities." Beyond the organization chart, may we provide additional graphics and/or tables (not text only) on this 11 x 17 page that help to showcase our team to the Government?

Additional graphics and/or tables are allowed provided that it fits on the 11 x 17 organizational chart.

107 4

SECTION 08 41

ALUMINUM-

FRAMED

ENTRANCES

AND

STOREFRONT

S

1.4.2 Single-

Source

Responsibility

Section 08 41 13, paragraph 1.4.2. calls to use a single source manufacturer with sole responsibility for providing design, structural engineering, and custom fabrication for door portal systems and for supplying components, materials, and products. Section 08 56 53 BLAST

RESISTANT TEMPERED GLASS

WINDOWS does not mention this single source reuirement for exterior/interior aluminum blast and conventional aluminum windows/doors.

Please confirm if the criteria Single-Source of Manufacturer/engineering services and warranties applies or not, for both Contract Facilities: Port Operation and FDRMC

Provide building enclosure system products from a single-source manufacturer, as indicated in revised Specification Section 08 41 13, Paragraph 1.4.2.

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

Facilities, their interior/exterior aluminum blast resistant doors, windows and storefronts.

ATT J

1561956dwg06o f19, DRAWING

S- 001, SECTION 08

41 13

ALUMINUM-

FRAMED

ENTRANCES

AND

STOREFRONT

S, SECTION 08

56 53

BLAST

RESISTANT

TEMPERED

GLASS

WINDOWS,

SECTION 08

39 54 BLAST

RESISTANT

DOORS

DESIGN

NOTES 1.E

and 1.F

Drawing S-001, note 1E calls to comply with UFC-4-010-01 and UFC 4-010-020, but the required design criteria is not mentioned in sections SECTION 08 39 54

BLAST RESISTANT DOORS SECTION

08 41 13 ALUMINUM-FRAMED

ENTRANCES AND STOREFRONTS,

SECTION 08 56 53 BLAST RESISTANT

TEMPERED GLASS WINDOWS.

Please confirm that previous mentioned UFC's also apply to design blast resistant doors, windows and storefronts to demonstrate and to prove as required by the UFC and applicable regulations, the glazing, framing members, connections, and supporting structural elements will provide performance equivalent to or better than the hazard rating associated with the applicable level of protection established in the project requirements.

Refer to drawing S- 003 for loading criteria.

109 1

ATT J

1561956dwg06o f19, DRAWING

S- 001 and section

SECTION 08 41

ALUMINUM-

FRAMED

ENTRANCES

AND

STOREFRONT

S, SECTION 08

56 53 BLAST

RESISTANT

TEMPERED

GLASS

WINDOWS

3. DESIGN

LOAD

CRITERIA, E.

ANTITERRO

RISM (ATFP)

AND

ACCIDENTA

L

EXPLOSION

CRITERIA.

And par 2.1.1.1

Material Standard

ASTM

B221M; 6063- T5 alloy and tempered.

Section SECTION 08 56 53 BLAST

RESISTANT TEMPERED GLASS

WINDOWS does not detail requeriment regarding required aluminum alloy for blast resistant windows, and SECTION 08 41 13

ALUMINUMFRAMED ENTRANCES

AND STOREFRONTS, details that alloy 6063-T5 is required.

Attending past performance and experience, it has been required to provide alluminum alloy 6063-T6 in order to comply with Blast Resistant Performance Criteria of aluminum windows, door, and storefront systems.

Please confirm if it is also acceptable a higher level for the for aluminum alloy as it is the T6.

The 6063-T6 aluminum alloy is acceptable, as required for compliance with the blast resistant performance criteria.

110 Section 002100 Paragraph 5.2

ALL PROPOSALS MUST BE MAILED

VIA POSTAL SERVICES OR

COMMERCIAL COURIERS SUCH AS

FEDEX, DHL, OR UPS. We have no confirmation from the referred international courier firms to guarantee the delivery of

Deliveries of proposals shall follow instructions provided in the original solicitation as amended by

REFERENCE QUESTION

GOVERNMENT

RESPONSE

Page Section Para.

the packages on time, due COVID-19 restrictions.

Please confirm if may be accepted and alternate and/or additional electronic proposal submission to avoid unforeseen and third parties late subission causes.

subsequent amendments.

111 Attachment E Schedule B

Price Proposal Form

According to the Attachment E - Schedule B Price Proposal Form, the CLIN 0013 Option Item No. 12 CLIN & 0014 Option Item No. 13. indicate to include in the price the CCTV system according to plans and specifications.

Consulted the plans and specifications, we do not see that scope described. Please clarify.

Bid per RFP documents. Please see TY sheets and specification Sections 28 08 10 and 28 10 05. Note:

CCTV system is not included in project and is deleted- see revised Attachment E

- Schedule B Price Proposal Form

PPI # 3 of

Amendment # 2

PPI # 3 of Amendment #

According to PPI # 3 of Amendment # 2 response (Demolition Notes. Add “Note 3. New FDRMC and Port Ops Buildings must be complete and personnel relocated before any Pier demolition work can occur.)

What time must be considered to relocate after the FDRMC and Port Ops buildings are completely finished? Personnel relocation time can substantially affect the schedule.

60 days will be added to the Period of Performance for relocation – See Amendment detail below.

2. Solicitation Revisions:

CURRENT:

Additionally, the project scope includes a new building for the Forward Deployed Regional Maintenance Center (FDRMC). The new facility will relocate Building 555 functions to a site remote from Pier 1, and it will provide consolidated administrative areas, support spaces, and a conference room for FDRMC personnel. The single story building will contain offices, conference/training rooms, meeting rooms, open office workstations, and a quality assurance testing room. Site work and utility work are included for both buildings. The contract completion date for the seed project is 903 calendar days after notice to proceed.

REVISED TO:

Additionally, the project scope includes a new building for the Forward Deployed Regional Maintenance Center (FDRMC). The new facility will relocate Building 555 functions to a site remote from Pier 1, and it will provide consolidated administrative areas, support spaces, and a conference room for FDRMC personnel. The single story building will contain offices, conference/training rooms, meeting rooms, open office workstations, and a quality assurance testing room. Site work and utility work are included for both buildings. The contract completion date for the seed project is 963 calendar days after notice to proceed.

CURRENT:

Contract Timing: Regardless of when performance and payment bonds or the Performance Guarantee and Performance Guarantee Letter are provided, the contract time for purposes of fixing the completion date, default, and liquidated damages for the proposed seed project (if awarded) shall begin to run 903 days from the notice to proceed.

REVISED TO:

Contract Timing: Regardless of when performance and payment bonds or the Performance Guarantee and Performance Guarantee Letter are provided, the contract time for purposes of fixing the completion date, default, and liquidated damages for the proposed seed project (if awarded) shall begin to run 963 days from the notice to proceed.

CURRENT:

PRICE:

(a) Solicitation Submittal Requirements:

The offeror shall submit one (1) marked “original”, one (1) marked “copy”, each in a separate binder, and one (1) electronic copy (CD format) of the solicitation submittal requirements identified below. In case of variation, the original hard copy proposal takes precedence over electronic or copies. Also, price information included in the non-price/technical proposal will not considered. Likewise, non-price/technical information included in the price proposal will not be considered.

-SF 1442, signed -Amendments (SF30s), acknowledged -Completed Schedule B, Pricing Form for the seed project -Include a cover page with Solicitation Number, Solicitation Title, Prime Contractor Name, Address, Phone Number, Fax Number, DUNS, CAGE/NCAGE Code, Point of Contact with phone number and email address -Representations and Certifications printed from the SAM website. Please also complete and include in your price proposal submission any solicitation-specific certifications as identified in full text in Section 00 45 00 – Representation and Certifications (Note: Some of these certification clauses may not be included in SAM, so offerors are cautioned to closely review and separately provide completed certifications in response to these full text clauses).

-Required Contractor Responsibility documentation -Clasificacion De Empresas De Obras Certification

The offeror is required to submit a complete Price Proposal Form that includes completion of all contract line item numbers (CLINs).

CLASIFICACION DE EMPRESAS DE OBRAS CERTIFICATION

To be eligible for award of the MACC, Offerors must hold, at the time of proposal submission, an updated Certificate of Classification issued by the “Clasificacion de Empresas de Obras” of the “Ministerio de Economia y Hacienda” covering the following groups, subgroups, and categories.

Group Subgroup Category

C 1, 2, 4 4

I 1, 6, 9 3

J 2, 4, 5 3

Though not required for award of the MACC, in order to be eligible for award of the seed project task order, Offerors must also hold, at the time of proposal submission, Certificates that meet the following Certificate of Classification requirements for the seed project:

C 2 and 4 4

C 6 3

I 6 4

J 2 and 4 3

K 9 2

Certificate of Classification requirements for future task orders will published when those task orders are advertised.

In the case of Joint Venture offeror, at least one member of the Joint Venture must have the required Certificate of Classification. The Joint Venture member who has the Certificate of Classification must perform the majority of the work pertinent to the certification. The proposal must include information that demonstrates the commitment of the firm holding the certification to perform the majority of the work pertinent to that certification. Certificates of Classification submitted by a subcontractor will not be accepted.

The Certificate of Classification documentation submitted with an offeror’s proposal does not have to be translated to English.

Proposals received from firms which do not individually or jointly hold an appropriate Certificate of Classification shall be considered nonresponsive, and may result in rejection of the offer.

REVISED TO:

PRICE:

(a) Solicitation Submittal Requirements:

The offeror shall submit one (1) marked “original”, one (1) marked “copy”, each in a separate binder, and one (1) electronic copy (CD format) of the solicitation submittal requirements identified below. In case of variation, the original hard copy proposal takes precedence over electronic or copies. Also, price information included in the non-price/technical proposal will not considered. Likewise, non-price/technical information included in the price proposal will not be considered.

-SF 1442, signed -Amendments (SF30s), acknowledged -Completed Schedule B, Pricing Form for the seed project -Include a cover page with Solicitation Number, Solicitation Title, Prime Contractor Name, Address, Phone Number, Fax Number, DUNS, CAGE/NCAGE Code, Point of Contact with phone number and email address -Representations and Certifications printed from the SAM website. Please also complete and include in your price proposal submission any solicitation-specific certifications as identified in full text in Section 00 45 00 – Representation and Certifications (Note: Some of these certification clauses may not be included in SAM, so offerors are cautioned to closely review and separately provide completed certifications in response to these full text clauses).

-Required Contractor Responsibility documentation -Clasificacion De Empresas De Obras Certification and/or narrative explanation of exemption from certification requirements (as described below)

The offeror is required to submit a complete Price Proposal Form that includes completion of all contract line item numbers (CLINs).

CLASIFICACION DE EMPRESAS DE OBRAS CERTIFICATION

To be eligible to perform work under this MACC, Offerors must be capable of meeting the requirements established by Spanish legislation for execution of government works, as well as the Agreement on Defense Cooperation between the United States and the Kingdom of Spain (“ADC”), particularly Annex 6 of the ADC covering Contracting for Works and Services. For many offerors, this will include a requirement to hold an updated Certificate of Classification issued by the “Clasificacion de Empresas de Obras” of the “Ministerio de Economia y Hacienda” covering certain groups, subgroups, and categories. To demonstrate the capability to perform work under the task orders expected to be solicited under this MACC, Offerors who will rely on Certificates of Classification must submit, with their price proposal, certificates that meet or exceed the below-listed groups, subgroups and categories. Offerors who are exempt from Certificate of Classification requirements, per the terms of relevant legislation and agreements, must submit a narrative explaining how they otherwise meet the requirements established by the ADC and Spanish legislation for execution of government works, with citations to relevant provisions. Said narrative shall not exceed four (4) single-sided pages or two (2) double-sided pages, and shall be submitted with the price proposal.

C 1, 2, 4 4

I 1, 6, 9 3

J 2, 4, 5 3

In order to be eligible for award of the seed project task order, Offerors must either demonstrate exemption from Certificate of Classification requirements (as described above) or hold, at the time of proposal submission, Certificates that meet or exceed the following Certificate of Classification requirements for the seed project:

C 2 and 4 4

C 6 3

I 6 4

J 2 and 4 3

K 9 2

Requirements for future task orders will published when those task orders are advertised.

In the case of Joint Venture offeror, unless the offeror can demonstrate exemption from Certificate of Classification requirements (as described above), at least one member of the Joint Venture must have the required Certificate of Classification. The Joint Venture member who has the Certificate of Classification must perform the majority of the work pertinent to the certification. The proposal must include information that demonstrates the commitment of the firm holding the certification to perform the majority of the work pertinent to that certification. Certificates of Classification submitted by a subcontractor will not be accepted.

The Certificates of Classification submitted with an offeror’s proposal does not have to be translated to English.

Narrative explanations anticipated above must be submitted in English.

The ADC is available online at the U.S. Embassy’s website: https://es.usembassy.gov/embassy-consulates/madrid/sections-offices/office-defense-cooperation/agreement-defense-cooperation/

Proposals received from firms which do not demonstrate eligibility to perform work under this MACC may be considered nonresponsive, and may result in rejection of the offer.

3. Specification & Drawing Revisions:

Delete “Attachment E – Schedule B Price Proposal Form” and replace with “Attachment E – Schedule B Price Proposal Form” dated 03 FEB 2021.

PROJECT TABLE OF CONTENTS

Section 07 32 13, ROOF TILES, Section 08 41 13, ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS are deleted and Section 07 32 13, ROOF TILES, dated 03 Feb 2021, Section 08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS, dated 04 Feb 2021 are added to the Project Table of Contents and they accompany this Amendment.

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawing is revised as of 03 FEB 2021:

NAVFAC DWG NO. Title

14069941 Drawing S-003 General Notes

4. Additional Attachments (Attached Separately):

1. Attachment E - Schedule B Price Proposal Form (3 Feb 21)

2. Attachment G - Seed Project Task Order General Requirements (11Feb 2021)

3. 07 32 13

4. 08 41 13

5. 1561956 Amend 0005 Dwg (3 Feb 21)

SECTION 00 45 00 - REPRESENTATIONS AND CERTIFICATIONS

The following have been modified:

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

Naval Facilities Engineering Systems Command, Atlantic ATTN: Rebecca Douglas Rebecca.douglas@navy.mil

And

Anna Sarah Bellinger Anna.bellinger@navy.mil

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

(End of provision)

(End of Summary of Changes)