sf30-21r4-am-0003.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT J 1 3

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

AM-0003 26 Feb 2021

6. ISSUED BY CODE W9128A 7. ADMINISTERED BY (If other than Item 6) CODE

CEPOH – CONTRACTING DIVISION HAWAII

USACE, HONOLULU DISTRICT See Item 6

BLDG 252 (CECT-POH)

FT SHAFTER, HI 96858-5440

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

W9128A20R0017 X

9B. DATED (SEE ITEM 11)

X 29-Jan-2021

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

ODE FACILITY CODE

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 Offers [ ] is extended, [ X ] is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning __1__ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.)

FY21 MCA PN76897 Aircraft Maintenance Hangar, Wheeler Army Airfield, Oahu, Hawaii

See Continuation Page

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

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

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

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

W9128A21R0004

Am-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE Page 2 of 3

1. CHANGES TO SPECIFICATIONS. Attached hereto are the revised pages / paragraphs to the solicitation.

Revised pages replace like-numbered pages. The revision mark “(Am-0003)” is shown on each revised page.

A. REVISED SECTIONS. The following are sections were revised and changes are in bold and strikethrough.

Section 00 10 00, Notes to Proposal Schedule, #4

Section 00 21 16, Clauses Incorporated by Reference

Section 00 22 16, paragraph 9.1.8

Section 01 57 19, Paragraph 1.5

Section 01 90 00, S-36.21

Section 07 42 13, Paragraph 1.3.2

Section 08 34 16.10, Paragraph 2.2.6

Section 10 51 13, Paragraphs 2.2.1, 2.2.2, 2.2.3

B. ADDITIONS TO SECTION: The following sections were added to a section:

Section 01 57 19, Attachment: Record of Environmental Consideration

Section 01 90 00, Attachments: Location Map Attachment and Reuse Guidelines

Section 00 60 00, Requests for Information, #23 to 81

C. NEW PARAGRAPHS. The following pargraphs are added to the sections.

Section 01 90 00, Paragraphs 1.14.2.2, 1.14.2.2.1, 1.14.2.2.2

Section 22 00 00, Paragraph 2.7.5

D. REPLACED SECTION: The following sections are to be replaced in its entirety:

Section 10 21 13, Pages 1-9

Section 23 09 00, Pages 1-38

Section 23 09 23.02, Pages 1-20

E. NEW SECTIONS: The following sections are added to the solicitation.

Section 07 42 13.13 FORMED METAL WALL PANELS (8” AND 12” INTERLOCKING)

2. CHANGES TO DRAWINGS

A. REVISED DRAWINGS (ISSUED). The following revised drawings replace like numbered drawings and are issued herewith:

SHEET ID SHEET NO. MARK REVISION DATE

G-002 Vol 1 of 3 2 02/25/21

G-003 Vol 1 of 3 2 02/25/21

S-161 Vol 1 of 3 2 02/25/21

S-203 Vol 1 of 3 2 02/25/21

S-204 Vol 1 of 3 2 02/25/21

Am-0003

SHEET ID SHEET NO. MARK REVISION DATE

S-205 Vol 1 of 3 2 02/25/21

S-206 Vol 1 of 3 2 02/25/21

S-207 Vol 1 of 3 2 02/25/21

S-208 Vol 1 of 3 2 02/25/21

S-361 Vol 1 of 3 2 02/25/21

A-102 Vol 2 of 3 2 02/25/21

A-103 Vol 2 of 3 2 02/25/21

A-132 Vol 2 of 3 2 02/25/21

A-133 Vol 2 of 3 2 02/25/21

A-152 Vol 2 of 3 2 02/25/21

A-204 Vol 2 of 3 2 02/25/21

A-208 Vol 2 of 3 2 02/25/21

A-209A Vol 2 of 3 2 02/25/21

A-301 Vol 2 of 3 2 02/25/21

A-302 Vol 2 of 3 2 02/25/21

A-306 Vol 2 of 3 2 02/25/21

A-401 Vol 2 of 3 2 02/25/21

A-402 Vol 2 of 3 2 02/25/21

A-403 Vol 2 of 3 2 02/25/21

A-420 Vol 2 of 3 2 02/25/21

A-421 Vol 2 of 3 2 02/25/21

A-422 Vol 2 of 3 2 02/25/21

A-425 Vol 2 of 3 2 02/25/21

A-501 Vol 2 of 3 2 02/25/21

A-502 Vol 2 of 3 2 02/25/21

A-523 Vol 2 of 3 2 02/25/21

A-524 Vol 2 of 3 2 02/25/21

A-531 Vol 2 of 3 2 02/25/21

A-541 Vol 2 of 3 2 02/25/21

A-542 Vol 2 of 3 2 02/25/21

A-546 Vol 2 of 3 2 02/25/21

A-552 Vol 2 of 3 2 02/25/21

A-601 Vol 2 of 3 2 02/25/21

A-603 Vol 2 of 3 2 02/25/21

A-713 Vol 2 of 3 2 02/25/21

A-733 Vol 2 of 3 2 02/25/21

AG102 Vol 2 of 3 2 02/25/21

AG103 Vol 2 of 3 2 02/25/21

AG504 Vol 2 of 3 2 02/25/21

AG505 Vol 2 of 3 2 02/25/21

AG602 Vol 2 of 3 2 02/25/21

I-106 Vol 2 of 3 2 02/25/21

P-001 Vol 2 of 3 2 02/25/21

B. NEW DRAWINGS (ISSUED). The following new drawings are issued herewith:

N/A

3. Requests for information has extended to March 3, 2021 at 10:00 a.m., Hawaii Standard Time.

4. The proposal due date remains unchanged. See Am-0001, SF 1442, Block 13.

Section 00 10 00 – Page 2

(Am-0003)

NOTES TO PROPOSAL SCHEDULE:

1. This procurement is UNRESTRICTED.

2. Failure to provide an offer on all CLINs listed in the Proposal Schedule may cause the Offeror to be ineligible for award.

3. The basis of award will be in accordance with Section 00 22 16, Proposal Submission Requirements and

Evaluation Factors.

4. See Section 00 21 16, FAR Provision 52.217-5 Evaluation of Options 52.217-3, Evaluation Exclusive of

Options. By submission of a price under the Option, the Offer agrees that the Government may exercise the

OPTION at any time within 120 calendar days following the date of the award of the basic contract.

5. Offerors must have and/or maintain an active registration with the System for Award Management (SAM) website. The Government will only award a contract to an offeror actively registered in the SAM database. To register in SAM, go to http://www.sam.gov.

6. Effective September 15, 2019, the only long-term contractor credential available for access is the RAPID Gate

Credential. Enrollment information can be found at https://eform.rapidgate.com/

7. Small Business Subcontracting Plan (applies if the Offeror is other than a small business concern):

If the Offeror is other than a small business concern, the Offeror shall submit a subcontracting plan with the proposal, in accordance with FAR 52.219-9. See Section 00 22 16, Appendix A for a sample. During proposal evaluation the Contracting Officer will request an electronic format of the offeror’s subcontracting plan, of what was submitted with the proposal. See Section 00 22 16, Paragraph 9.1.10 for requirements associated with the

Subcontracting Plan.

8. Each Offeror must submit the following documents electronically in PDF format. Failure to submit all required documents electronically in PDF format may result in the Bidder being considered non-responsive. Please refer to

Section 00 73 00, Appendix A – Electronic Bid Submissions, for further instructions.

a. SF 1442 (pages 1 and 2) including acknowledging all amendments

b. Proposal Schedule

c. Section 00 45 00, Representations and Certifications

d. Section 00 45 00, Representations and Certifications, Appendix A – SF LLL Disclosure of Lobbying

Activities

e. Volumes 1 and 2 in response to Section 00 22 16

9. The magnitude of this construction project is $50,000,000 - $100,000,000.

10. Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet.

Please refer to Section 00 73 00, Appendix B – Bidder Questions and Comments, for further instructions.

11. Due to social distancing requirements, a site visit will not be held. Photos of the project site are located at

Section 00 73 00, Appendix C, Project Site Photos.

http://www.sam.gov/ https://eform.rapidgate.com/

Section 00 21 16 – Page 1

Section 00 21 16 - Instructions to Proposers

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018

52.204-16 Commercial and Government Entity Code Reporting AUG 2020

52.204-22 Alternative Line Item Proposal JAN 2017

52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017

52.215-16 Facilities Capital Cost of Money JUN 2003

52.217-3 Evaluation Exclusive of Option APR 1984

52.217-5 Evaluation Of Options JUN 1990

52.232-13 Notice Of Progress Payments APR 1984

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a fixed-price construction contract resulting from this solicitation.

(End of provision)

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting

Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

(End of provision)

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance

Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Section 00 22 16 – Page 15

PROPOSAL COVER SHEET

1. Solicitation Number

2. The name, address, and telephone and facsimile numbers of the Offeror (and electronic address if available).

3. Names, titles, and telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the Offeror’s behalf with the Government in connection with this solicitation.

4. Name, title, and signature of the person who is authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent’s authority, unless that evidence has been previously furnished to the issuing office.

9.1.5 Volume 2, TAB 2: The SF 1442, Solicitation, Offer, and Award is to be completed by all Offerors and duly executed with an original signature by an official authorized to bind the company in accordance with

FAR 4.102. All amendments must be acknowledged by all Offerors in accordance with the instructions on the Standard Form 30, Amendment of Solicitation.

9.1.6 Volume 2, TAB 3: The Proposal Schedule is to be completed in its entirety by all Offerors. See Section 00

10 00 with attached notes, for further instructions.

9.1.7 Volume 2, TAB 4: Offerors shall provide a scanned copy of an original letter from the Offeror’s surety(ies) which indicates the Offeror has bonding capability for an amount that equals or exceeds the

Offeror’s price proposal. Failure to provide bonding capability equal to or exceeding the Offeror’s proposed price will make the Offeror ineligible for award.

9.1.8 Volume 2, TAB 5: All Offerors must have electronically completed the annual Representations and

Certifications on the System for Award Management (SAM) Website at www.sam.gov or respond with the completed Representations / Certifications found in the solicitation in Section 00 45 00. The Offerors are responsible for ensuring that these on-line Representations and Certifications are updated as necessary to reflect changes, but at least annually to ensure that it is kept current, accurate and complete. Additionally, the Offeror must also complete and return the “Representations, Certifications, and Other Statements of

Offerors” included in the solicitation in Section 00 45 00. If the Offeror is a Joint Venture (JV) and it does not have the SAM Representations and Certifications as a JV, all participants of the JV must separately complete the SAM Representations and Certification.

9.1.9 Volume 2, TAB 6: Joint Venture Agreement (if applicable): If the Offeror is a Joint Venture (JV), include a copy of the finalized / approved JV Agreement. JV Agreements must clearly indicate the percentages of the JV participants, in particular the percent of the controlling party, and a clear delineation of responsibilities and authorities between the JV parties. If the Offeror is a Limited Liability Company, include a copy of the Articles of Organization / Incorporation.

In the case of an Offeror that is part of a large, multi-segmented business concern, provide information directly pertaining to the specific segment of the business concern (i.e., the division, group, unit, etc.) that will perform work under the prospective contract.

Note: If the Offeror is not required to submit any information under a listed Tab (such as a JV Agreement) in accordance with the instructions below, the tab can be omitted.

9.1.10 Volume 2, TAB 7: Subcontracting Plan (only required from Large Business Concerns)

RFI # Question Response

RFP Section 00 72 00 - General Conditions - Page 36 includes reference 252.222- 7000 Restrictions on Employment of Personnel that limits performance of contract work to residents of the State of Hawaii. This requirement may significantly reduce competitive participation for various scopes of Work. If Contractor is unable to obtain multiple bids from Subcontractors with State of Hawaii residents, for any given scope, please confirm this requirement will no longer apply and that work may be performed by residents of any United States.

See Section 00 72 00, clause 252.222-7000, Restrictions on Employment of Personnel (MAR 2000). Price accordingly.

AF-603.

Sheet AF603 shows color samples for solid surfaces at the restrooms and kitchens. No colors or manufacturers are stated for the basis of design. Please specify these details

Salient characteristics are provided in the specifications and colored photos on the drawings to show color and texture. Price accordingly.

A-420, A-421, AF-601.

Page A-421 is using an old finish schedule (New schedule on AF-601). Tile height should be 7' in the showers according to note 7 on sheet AF601 but on sheet AF421 it shows 6'6". Please confirm this should be 7'.

See Am-0003, revised sheet A-421. Tile height is 7'-0" in the showers.

The 6'-6" dimension was for shower head mounting height.

A-420, A-421, AF-601.

Page A-421 uses CT 1, 2 ect... for the Tile Designation. Please confirm that the tile designation should be PT.

See Am-0003, revised drawing sheets A-420 and A-421

08 41 13.

Section 1.7 of 08 41 13 – Aluminum-Framed Entrance Doors calls for a material and product manufacture warranty for 2 years. In the same specification section under 3.6a – Warranty Period, the warranty period from the manufacturer is required to be five years. Please clarify warrantee requirements.

See Am-0002, revised section 08 41 13, paragraph 1.7.

08 81 00.

Specification section 08 81 00, 3.5 Schedule has items in the table that are cut of or seem to be missing information. Please advise.

See Am-0002, revised specifications section 08 81 00, paragraph 3.5

Section 00 60 00, Requests for Information - Page 1

32 13 14.13

The 2.0 SpG. float comes from "C123/C123M – 14 "Standard Test Method for Lightweight Particles in Aggregate" which states "4. Significance and Use, 4.1 This test method is used to determine conformance with provisions of Specification C33 pertaining to the amount of lightweight material in fine and coarse aggregates. A heavy liquid with a specific gravity of 2.0 is used to separate particles which may be classified as coal or lignite." The test is looking for coal and lignite in the Hawaii aggregates which cannot occur as these are igneous rock, not organic sedimentary deposits. The natural cinder (scoria) is not the concern.

Therefore, based on the definitions of the aggregate categories per ASTM C33, table 3, note 1, will the design team;

1) Accept Hawaiian Cement's aggregate as "Moderate Weather (Modified)" based off the 3rd party test facility's findings?

Price accordingly per specification.

Section 00 60 00, Requests for Information - Page 2

Part 1

32 13 14.13, 32 16 19.

Although many projects have been completed using air entrained concrete, slump loss due to pump placement has made finishing difficult. The onsite addition of HRWR would facilitate placing and finishing, but the onsite addition of HRWR would increase the air entrainment and push it outside of the accepted range. Air entrainment affects slump and slump affects air entrainment, so making these changes onsite after the travel time would be very difficult.

Air entrainment is primarily used for freeze-thaw protection (ACI 302.1R-96 "Guide for Concrete Floor and Slab Construction", Section 5.6.1 Air-entraining admixtures), which is not an issue in Hawaii. The other positive side-effects of AE, water reduction and workability, are already achieved with less volatile methods including use of water reducer and optimized combined aggregate gradation.

The downside of air entrainment is:

· One more property to control.

· Controlling air entrainment in mixes containing fly ash (which is required on this project, section 2.4.A.1.a) is especially difficult due the traces of activated carbon in the fly ash absorbing the AE admixture.

· Potential loss of air entrainment and associated concrete workability from pumping, placing, vibrating and finishing concrete (PCA "Design and Control of Concrete Mixtures" Table 8.5).

Price accordingly per specification.

Section 00 60 00, Requests for Information - Page 3

Part 2

· Air entrained concrete is stickier and more difficult to finish.

· Air Entrained concrete has a greater risk of surface defects including blisters and delamination. For these reason, air entrained concrete is not recommended by ACI for trowel finished floors (ACI 302.1R-96 section 5.6.1 and 11.7).

We recommend as an alternate to use non-air entrained concrete for this project.

This concrete has the same specified W/C ratio for durability as the specified air entrained mix. The advantage will be a simpler mix without the requirement to control air entrainment. Workability and slump control will simply be a function of the water reducer currently used in the mix to produce an easy to pump, place and finish mix. Without the air entrainment admixture, the onsite addition of HRWR will have little or no effect on the typical entrapped air content of the mix.

Here are the suggested procedures for jobsite addition of HRWR:

· Verify initial slump when ready mix truck arrives at jobsite.

· Adjust slump with a maximum 2 gallons of water per cubic yard (within specified W/C ratio per ASTM C94).

· Add HRWR to increase slump as needed (0 – 14 oz/cwt).

· Rev truck drum at mixing speed for a minimum of 5 minutes (70 revolutions).

· Proceed to pour area and place concrete.

1) Please advise if the air entrainment requirement in specs 32 13 14.13 and 32 16 19 can be waived.

See response in RFI #30, Part 1

09 90 00.

Spec section 09 90 00 paragraph 1.4.2 requires an SSPC QP 1 Certification.

There is only one contractor in Hawaii with this certification, which could pose a scheduling issue and be cost prohibitive. Please advise if this requirement can be waived.

Price accordingly to specifications.

A-542.

Please provide information or model number for Scupper drain and piping that is internal to the building as indicated in detail C5 & A5 of sheet A542. They are not specified or shown on the plumbing drawings.

See Am-0003, revised sheets A-152, A-501, A-542, P-001, and revised section 22 00 00

Section 00 60 00, Requests for Information - Page 4

A-541.

Sheet A541 details E1 and E3 indicate metal siding on interior of wall and notes to "See Structural drawings". Is there metal panels at these locations or bird netting? Please verify and coordinate the drawings.

See Am-0003, revised sheets S-203 through S-208 for locations and extent of structural metal sidings.

10 51 13, I-106.

Equipment Schedule I-106 provides (3) types of lockers that are CFCI - L3, L4, L5 with counts. The quantities shown on the drawings do not appear to match the counts on this schedule - please advise.

See Am-0002 and Am-0003, revised sheets A-102, A-103, I-101, and I-106, and revised section 10 51 13.

10 51 13, I-106.

Locker Type L4 cannot be found on the equipment plans - please advise.

See Am-0002 and Am-0003, revised sheets A-102 and I-101, and revised section 10 51 13.

10 51 13, A-102, I-101.

Room 154 on Plan A-102 mentions "(24) L6 30" x 30" x 30" Lockers in (3) Tier Configuration". The lockers it's referring to only shows (5) frames of lockers -please advise. Also, this room shows (10) frames of L3 lockers on Plan I-101.

See Am-0002 and Am-0003, revised sheets A-102, I-102, and I-106, and revised section 10 51 13.

10 21 13.

The specs call for (2) types of material Solid Phenolic and Solid Plastic. What type of material is desired for this project?

Solid Phenolic standard thickness is 3/4" doors and pilasters with 1/2" panels.

Solid Plastic standard thickness is 1" doors, pilasters and panels. Para 2.4.1 and

2.4.2 mention "solid phenolic, color through". Phenolic with black core can come in various colors matte through Wilsonart, Formica, etc. Phenolic color through is limited up to several colors (depending on manufacturer). Please note that the color/material schedule has a specific color for the Toilet Partitions.

See Am-0003, revised section 10 21 13, para 2.4.1 and 2.4.2.

Section 00 60 00, Requests for Information - Page 5

08 34 16.10, A-713.

Detail A4 on sheet A-713 indicates an interior 1-1/2" interior liner panel and a 2" exterior panel. Specification section 08 34 16.10 paragraph 2.2.7 indicates metal panels per section 07 42 13. Please coordinate.

See Am-0003, revised sheet A-713 See Am-0003, revised section 08 34 16.10 paragraph 2.2.7 See section 07 42 13.13 for metal panels

A-713.

Detail A4 on sheet A-713 indicates insulation as required to meet STC requirements. Please provide requirements, anchoring details and type of insulation if needed.

See Am-0003, revised sheet A-713

A-401, AF-601.

Please indicate in elevation locations of metal panel systems on the interior side of the hangar bay. Detail A1 on sheet A-401 appears to indicate panels at the top of the wall, Detail A3 indicates metal panels (Note 41), Detail A5 does not indicate and A7 does not show metal panels. The finish schedule on sheet AF601 indicates MTL on all walls.

See Am-0003, revised sheets S-203 to S-208.

See Am-0003, revised sheets A-401 to A-403.

A-401.

On sheet A-401 Detail A3 indicates metal panels in between beams and purlins.

Please provide detail in this area.

See Am-0003, revised sheet A-502 See Am-0003, revised sheets S-203 to S-208 for structural metal siding locations.

A-721, A-402.

On sheet A-721 detail A8 indicates bird netting on the inside of the exterior wall, on sheet A-402 Detail A1 indicates note 41 typ (Metal Siding). Please coordinate.

See Am-0003, revised sheets A-301, A-302, and A-306.

Also, see sheet A-305 for locations of bird netting..

A-403.

Please advise what is on the inside of the wall in Detail A7 on sheet A-403.

Inside on the 12" CMU wall is exposed with paint finish.

See detail E8, on sheet A-541.

Section 00 60 00, Requests for Information - Page 6

00 72 00.

Please confirm each employee engaged in performing work on or in connection with this contract is to earn not less than 1 hour of paid sick leave for every 30 hours worked; Maximum annual accrual is 56 hours (7 Days) of sick leave.

Additionally, please confirm accrual and use of paid sick leave is as required by E.O. 13706 and 29 CFR part 13.

Comply with the U.S. Department of Labor applicable laws and regulations, and applicable State laws and regulations.

00 72 00.

Please confirm Contractor personnel who require routine physical access to a Federally-controlled facility or military installation, such as this project, shall complete Level I antiterrorism awareness training within 30 days of requiring access and annually thereafter. Please confirm this training should be in accordance with Department of Defense Instruction O-2000.16 Volume 1, DoD Antiterrorism (AT) Program Implementation: DoD AT Standards.

See Section 01 90 00, AT Level I Training

00 72 00.

Per paragraph 252.223-7000 of section 00 72 00, the Contractor should employ individuals who are residents of the State of Hawaii. Due to limitations of specialty tradework in Hawaii, there will be some trades that will need to be brought in as subcontractors from out of state, and as a result their employees will not be Hawaii residents. Please confirm this is acceptable.

See Am-0003, response to RFI #23

S-002.

Reference is made to structural notes F-2 on sheet S-002. Please provide a copy of project soil report prepared by Geolabs, Inc. dated 29 May 2020.

Soils Report is not part of the contract documents.

01 35 26 and 31 00 00.

Reference is made to spec section 01 35 26 and 31 00 00. Please provide a copy of CATEX (Categorical Exclusion) for the environmental assessment on existing soil at the project premise. This will assist the offeror to better prepare the project's safety and excavation plan.

See Am-0003. Record of Environmental Consideration is included in Section 01 57 19.

Section 00 60 00, Requests for Information - Page 7

S-002.

Reference is made to structural notes MB-1B on sheet S-002. Please confirm PEMB will follow 2015 IBC code. The current adopted code by City and County of Honolulu is 2012 IBC code.

Pre-Engineered metal buildings shall comply with the 2015 International Building Code as indicated on sheet S-002.

Part 1

While we appreciate the government's understanding in only requiring the submittal of the Small Business (SB) Subcontracting Plan from Large Business concerns after submission of the initial Volume 1 – Technical and Volume 2 – Price Proposals and upon notification request by the Contracting Office or the Contract Specialist, we request your same consideration to allow the submittal of the SB Participation Plan required under Volume 1 – Tab E, Factor 4 at least one

(1) business day after the submittal of the initial proposals.

Kindly understand that the submittal of a SB Participation Plan – like the SB Subcontracting Plan – is heavily reliant on the offeror's proposed contract value that is based upon the subcontractor/supplier quotations received. As critical quotations, primarily concerning mechanical and electrical scope of work, are not received until the last moments before bid time, offerors already have much to contend with in trying to provide not only a competitive price, but also must complete the required price-related documents (Section 00 10 00, Proposal Schedule in the Price Proposal and SB Participation Plan in the Technical Proposal), finalize their proposal submissions, and upload their proposals via DoD SAFE before the 2pm HST deadline. If Offerors are required to submit the SB Participation Plan as part of the initial Volume 1 – Technical Proposal, this could result in the government's receipt of much higher and/or incomplete proposals due to offerors being required to finalize their proposals much earlier than desired in order to allow adequate time to finalize and upload their proposals by the deadline.

Denied

Therefore, to allow an offeror to better focus on providing a complete and competitive price and overall proposal to the government as well as based upon the current proposal due date of 2pm HST, Friday, March 12, 2021 (latest update by Amendment No. 0002), please allow submittal of the Volume 1 – Tab E, Factor 4 concerning the SB Participation Plan by no later than 2pm HST, Monday, March 15, 2021.

Section 00 60 00, Requests for Information - Page 8

A-103, A-422.

Drawing A-103 states that all gypsum board wall corners should have a corner guard as a typical detail. However, not all gypsum wall corners have a corner guard shown/called out, such as A1/A-422 where in view C, one corner has a cornerguard and the other does not. Please clarify if we are to price only the cornerguard shown on the drawings or to assume all gypsum board corners have cornerguards.

See Am-0003, revised sheets A-102 and A-422.

A-523, A-524.

Drawings A-523 and A-524 call out for Sheet A-517 for more details on the wire mesh ceilings and partitions, but drawings does not seem to be included. Please provide drawing A-517.

See Am-0003, revised sheets A-523, A-524, and A-733.

A-601.

Door schedule shows that door type 117 is "Type I", whic does not correspond to a door type, but a door frame. Please clarify which door type door 117 should be.

See Am-0003, revised sheet A-601.

A-132.

All the cage rooms, which have the wire mesh wall (type L1 or L2) have wire mesh ceiling except for rooms C146- Communications Storage and C146B- NBC Storage. Please confirm that these rooms do not require mesh ceiling.

Confirmed. Room C146 - communications storage and C146B-NBC storage do not require wire mesh ceiling

10 81 13.01 35.

Spec 10 81 12.01 35.01 35 section 2.2 calls out for bird spikes. However, the drawings do not show location of the bird spikes. Please clarify location of the bird spikes and if they are required.

See Am-0003, revised sheet A-603, general note 4.

A-209, D4/S-161.

Option 8 for the GSE/ASIOE Building shows parapet framing per detail D4/S-161 and E3/A546. In order to fully understand the breakout cost for this option, please provide detail of roof condition if option 8 was not awarded and building was not to have parapet condition.

See Am-0003, revised sheet A-209, A-546, and S-361

Section 00 60 00, Requests for Information - Page 9

A-209, C5/A-546.

Option 7 for the GSE/ASIOE Building shows EIFS condition at the columns. In order to fully understand the breakout cost for this option, please provide detail of column condition if option 7 was not awarded and building was not to have EIFS finish. Would this be exposed 5/8" glass mat gypsum sheathing or something different?

Option 7 does not apply to GSA / ASIOE building

A-209, C5/A-546.

Option 7 for the GSE/ASIOE Buliding shows EIFS condition at the parapets (option 8). Please clarify detail if option 8 were to be taken but option 7 is declined.

Option 7 does not apply to GSA / ASIOE building

00 45 00.

Since this is a competitive procurement for a firm, fixed price contract, please confirm the solicitation would be exempt from CAS.

Confirmed.

AG-102; P103.

Plan pg AG-102 shows signage in Room 106 & 105 as FES-1 (Type R) even though plan pg P-103 shows eyewash stations at those locations.

Please confirm that the signage type in Room 106 & 105 is ES-1 (Type Q) instead of FES-1 (Type R).

See Am-0003, revised sheet AG-102.

10 81 13.01 35, A-741 A3/A-741 Specification Section 10 81 13.01 35 para 2.2 provides information regarding bird spikes. However, the installation location of the bird spikes are unclear from the architectural drawings. Drawing pages A-135, A-136, A-161, and A-192 only show "Bird Netting, TYP," and detail A3/A-741 does not indicate installation of bird spikes.

1) Please confirm if bird spikes are required.

2) If yes, please provide locations for bird spike installation.

Bird spikes are required.

See Am-0003, revised sheet A-603 for bird spike locations

Section 00 60 00, Requests for Information - Page 10

Paragraph 9.1.8 Volume 2, TAB 5: states "All Offerors must have electronically completed the annual Representations and Certifications on the System for Award Management (SAM) Website at www.sam.gov

OR

respond with the completed Representations / Certifications found in the solicitation."

It then goes on to sate, "Additionally, the Offeror must also complete and return the "Representations, Certifications, and Other Statements of Offerors" included in the solicitation."

Please confirm if the Offeror needs to submit the Reps & Certs included in the solicitation or if the Offeror does not have to submit them if Offeror is registered in

SAM.

See Am-0003, Section 00 22 16, Paragraph 9.1.8, Volume 2, Tab 5

09 67 23.16.

It calls for calcium chloride testing. Who is responsible for this? Is it the general contractor or the flooring contractor? Is RH testing acceptable as an alternative?

See section 09 67 23.15, paragraph 3.5.d.

AF601.

Sealed concrete is called out, but there isn't a material or manufacturer listed. Is there a specification to address this?

See section 07 19 00.

10 11 00.

Specification Section 101100 – Visual Display Units.

Please confirm that bulletin boards are not part of the scope for this project.

Locations are not shown on the drawings.

See Am-0003, revised sheet A-422 and A-425.

A-152 to A-156 A6/A-552.

Enlarged roof plan on Plan Sheets A-152 to A-156 indicate roof life line system referring to Detail A6/A-552 which is a roof anchor detail.

Please provide technical specifications.

Refer to section 01 35 26, paragraph 3.4.3 for roof life line

Section 00 60 00, Requests for Information - Page 11

Part 1

See Am-0003, revised sheet A.425

A-102, A-103, A-425, I-101, I-102.

1. Enlarged floor plan on Plan Sheet A-103 & I-102 shows a markerboard (MB3) in Room No. 142. However, this is not included in the wall media schedule on Plan Sheet A-425.

Please clarify if this is to be provided.

2. Wall media schedule on Plan Sheet A-425 includes 2 each markerboard (MB3) for Room No. 121. However, the enlarged floor plan on Plan Sheet A-103 shows only 1 each markerboard (MB3) in Room No. 121.

Please clarify the count.

3. Wall media schedule on Plan Sheet A-425 includes 2 each markerboard (MB3) for Room No. 125. However, the enlarged floor plan on Plan Sheet A-103 shows only 1 each markerboard (MB3) in Room No. 125.

Please clarify the count.

4. Enlarged floor plan on Plan Sheet A-103 & I-102 shows a markerboard (MB3) in Room No. 124. However, this is not included in the wall media schedule on Plan Sheet A-425.

Section 00 60 00, Requests for Information - Page 12

Part 2

See response to RFI #67, Part 2

Please clarify if this is to be provided.

5. Enlarged floor plan on Plan Sheet A-102 & I-101 shows a markerboard (MB3) in Room No. 135. However, this is not included in the wall media schedule on Plan Sheet A-425.

Please clarify if this is to be provided.

6. Wall media schedule on Plan Sheet A-425 includes 2 each markerboard (MB3) for Room No. 139. However, the enlarged floor plan on Plan Sheet A-102 & I-101 shows only 1 each markerboard (MB3) in Room No. 139.

Please clarify the count.

7. Wall media schedule on Plan Sheet A-425 includes a markerboard (MB4) for Room No. 131. However, this is not shown or called out on the enlarged floor plan on Plan sheet A-102.

Please clarify if this is to be provided.

8. Enlarged floor plan on Plan Sheet A-102 & I-101 shows a markerboard (MB4) in Room No. 137. However, this is not included in the wall media schedule on Plan Sheet A-425.

Please clarify if this is to be provided.

Section 00 60 00, Requests for Information - Page 13

AG102, AG103, AG601, AG602.

1. Enlarged signage floor plan on Plan Sheet AG102 shows a Sign No. 157F-A in Airlock 2 Room No. 157F between gridlines C & E, and 7 & 8. This is not shown or included in the sign schedule Plan Sheets AG601 & AG602. Please clarify if this sign will be provided.

2. Enlarged signage floor plan on Plan Sheet AG102 shows a Sign No. CR-1 for Compressor Room No. 103 between gridlines A & C, and 12 & 13. This is not shown or included in the sign schedule Plan Sheets AG601 & AG602.

Please clarify if this sign will be provided.

3. Enlarged signage floor plan on Plan Sheet AG103 shows a Sign No. C101 for Cage Room No. C101 between gridlines G & H, and 13 & 14. This is not shown or included in the sign schedule Plan Sheets AG601 & AG602.

Please clarify if this sign will be provided.

4. Sign Details on Plan Sheet AG505 shows Sign Types Q to W. Please provide sign mounting details and elevations for these sign types. Signage schedule on Plan Sheet AG602 did not specify mounting details and elevations.

Are these made out of standard metal or plastic material? Please clarify.

See Am-0003, revised sheet A-425

32 13 14.13.

If the variance request is not approved for use of < 1.5" NMAS, please confirm that since No. 4 aggregate is not produced in Hawaii, importing a compliant No. 4 aggregate would be required, which may increase cost and lead time.

Price accordingly per specification.

Section 00 60 00, Requests for Information - Page 14

Section 00 22 16 – Page 14 9.1.3.

The table laying out the contents of the Price Volume titles Tab 5, "Copy of Representations and Certifications completed electronically via the System for Award Management (SAM.gov)." Does this mean if the Offeror is registered in SAM, we need to include the sixty plus pages of our current SAM "Entity Registration" and "FAR & DFARS Report" demonstrating completed reps & certs? And is this in addition to or instead of Section 00 45 00 of the RFP?

See Am-0003, response to RFI #62

A-603.

Please Clarify, window types W1, W2, W3 are shown on schedule as GT-2 and shown in detail as GT-1. Which is correct?

See Am-0003, revised sheet A-603

A-132, A-133.

Drawings A-132 and A-133 (Enlarged Ceiling Plan, areas 'A' and 'B') show a wall access panel (WAP) in rooms 155 (Arms Vault) and room 116 (Aircraft Mounted Weapons Vault). Although these panels would not be located in a fire-rated wall or wet area, because they will provide access to vault rooms, please provide panel sizes and additional requirements, if necessary to keep room safe.

See Am-0003, revised sheets A-132 and A-133

A-741.

Detail A1/A741 calls out the draft curtain to be both 1" and 24 GA. Please confirm thickness to be 24 GA.

1" deep corrugated metal panel, steel is 24 gauge

AG602, AG505.

Sign Details on Plan Sheet AG505 shows Sign Types Q to W. Please provide sign mounting details and elevations for these sign types. Signage schedule on Plan Sheet AG602 did not specify mounting details and elevations. Also, please confirm if signs Q-W should be standard metal or plastic material.

See Am-0003, revised sheets AG-504, AG-505, and AG-602.

Section 00 60 00, Requests for Information - Page 15

AG501, AG502, AG602.

Signs C101 for Room C101, CR-1 for Room 103, and 157F-A for Room 157F are shown in Plan Sheets AG601 & AG602. However, they are not listed in the signage schedule on page AG602. Please confirm if these signs will be provided.

See Am-0003, revised sheets AG-102, AG-103, and AG-602

AG102, A-103.

Enlarged signage floor plan on Plan Sheet AG102 shows fire extinguisher signs (FES-1) in Room Nos. 105 & 106. Please clarify if there are fire extinguishers located in these rooms. These are not shown or called out on enlarged floor plan on Plan sheet A-103.

See Am-0003, revised sheet AG-102.

02 22 16.

Section 7.1, part b of 00 22 16 discuss inclusion of firms for the organizational chart but no discussion of resumes for individuals. Please confirm Government is also seeking resumes individuals proposed to be on this project.

See Section 00 22 16, paragraphs 7.1 and 7.2

10 11 00.

Please confirm that the bulletin boards section of specification 10 11 00 does not apply to the project.

See Am-0003, response to RFI #65

A-425, A-102, A-103.

The total amount of marker boards in the schedule provided on page A-425 does not match up to the marker boards seen on the enlarged drawings (A-102 and A- 103). Please confirm that the number of marker boards in the marker board schedule is correct.

See Am-0003, revised sheet A-425

A-152, A-156.

Enlarged roof plan on Plan Sheets A-152 to A-156 indicate roof life line system referring to Detail A6/A-552 which is a roof anchor detail. Please provide technical specifications.

See Am-0003, response to RFI #66

A-713.

Please provide a spec for the 2" pre-finished Metal panel and liner panel shown on A4/A-713 Detail Hangar (Door) Composite.

See Am-0003, response to RFI #38

Section 00 60 00, Requests for Information - Page 16