W9128A-19-B-0001_Am-0003.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

FY18 MCA PN91742 Operational Readiness Training Complex (Barracks), Phase 1, Pohakuloa Training Area, Island of Haw aii, Haw aii

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY

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 W9128A19B0001

X 9B. DATED (SEE ITEM 11)

28-May-2019

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.

Am-0003

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

02-Jul-2019

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A19B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0003)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages to the solicitation. Changes are marked in “*” asterisks.

Section 00 72 00 – Page 41

b. NEW PAGES. The following are new pages to the solicitation.

Section 01 90 00 – Pages 7-21

c. DELETED SECTIONS. The following sections are deleted in its entirety.

Section 01 90 00, Attachment – USAGHI DPW Traffic Control Plan/Excavation Permit Section 01 90 00, Attachment 4 – USAGHI DPW Request for Temporary Water Service Section 01 90 00, Attachment 5 – USAGHI DPW Reduced Pressure Principle Backflow Prevention

Assembly Test Report Section 01 90 00, Attachment 6 – Sample Extension Letter Section 01 90 00, Attachment 7 – Memorandum for All Military and Department of Defense Civilian

Personnel Within United States Army Garrison, Hawaii Installations

d. NEW SECTIONS. The following are new pages to the solicitation.

Section 00 60 00, Appendix A – Requests for Information (#1 through 14) Section 01 90 00, Appendix A – Project Sign Section 01 90 00, Attachment 1A – USAGHI DPW Pohakuloa Training Area Excavation Permit Section 01 90 00, Attachment 1B – USAGHI DPW Traffic Control Plan Permit Section 01 90 00, Attachment 8 – Erection Instructions for the 20’-0” x 48’-0” U.S. Navy Steel Arch Rib Hut, Northern Design, November 1, 1944

2. CHANGES TO DRAWINGS.

a. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings and are issued

Sheet ID Mark Revision Date

GI001 3 06/27/19

CS101 3 06/27/19

CS102 3 06/27/19

CS105 3 06/27/19

S-002 3 06/27/19 S-101 3 06/27/19 S-103 3 06/27/19 S-104 3 06/27/19 S-105 3 06/27/19 S-106 3 06/27/19 S-301 3 06/27/19 S-302 3 06/27/19 S-303 3 06/27/19 S-304 3 06/27/19 S-305 3 06/27/19 S-502 3 06/27/19

3. The bid opening date and time remains unchanged.

FY18 MCA PN91742 Operational Readiness Training Complex (Barracks) Phase 1 Pohakuloa Training Area, Island of Hawaii, Hawaii

RFI # Question Government Response 1 Disposal Site Note 2 states ‘INSTALL MARKERS TO DELINEATE THE DISPOSAL

LIMIT…’ Are these markers to be surveyed in or can the limits be measured without survey?

No survey is needed.

2 Disposal Site Note 6 states “PLACE MATERIALS IN 2 FEET LIFT AND COMPACT

BY TRACK-WALKING WITH A D9N OR HEAVIER DOZER TO A FIRM AND

UNYIELDING SURFACE.”

Please confirm that no compaction testing is required.

No compaction is required.

3 With regard to PCB sampling conducted was this PCB testing for building materials or PCB testing of light ballasts?

PCB testing was for light ballast.

4 Fire Lane, MSE Wall and Stairs by others – is this before , after or concurrent with the work under this contract?

The work by others has been completed for the area above Block A and is close to being completed between Blocks A and B. The work by others between Blocks B and C will be completed concurrently with the work under this contract .

5 Sewer laterals and cleanouts – is this before , after or concurrent with the work under this contract?

The sewer work by others has been completed.

6 Various sheets refer to the “Fire Safety Drawing” (e.g., S-103). Please clarify which drawings this reference is pointing to.

Refer to Fire Protection drawings for items to be recessed. See F series drawings (F-101, F-105, F-108, F-110, F-111).

7 We were unable to locate anywhere in the drawings or specifications where fire ratings of walls are called out. Please clarify so that firestopping can be properly estimated.

You can locate fire ratings of walls on F series drawings (F-101, F-105, F-108, F- 110, F-111).

8 Detail A1/S-508 doesn’t seem to match the work on Detail A3/S-508 and Sheet S- 101, which seem to be less than 5’. Will the USACE confirm that Detail A1/S-508 is correct, depicting 5’ of demo?

Demo floor per detail A1/S-508. Detail A3/S-508 calls out to replace 1'-6" min of slab-on-grade.

9 Please advise if we are able to utilize secondary power from the existing service cabinets to provide temporary power for demolition and construction?

Contractor must provide own temporary power for construction.

10 1. Do we add both fibers? or do we follow the Paragraph 2.5.4 Fiber Reinforced Concrete Specs?

2. Do we follow this fiber spec? or the ones listed under Paragraph 2.3.1.3 and

2.3.1.4 line E and F or Line E or F.

Mix design for concrete topping shall follow Paragraph 2.3.1.4. Additional requirements for fibers shall comply with Paragraph 2.5.4.

Section 00 60 00, Appendix A (Am‐0003)

FY18 MCA PN91742 Operational Readiness Training Complex (Barracks) Phase 1 Pohakuloa Training Area, Island of Hawaii, Hawaii

11 During site visiting, designer mentioned that existing concrete slabs are embedded with light gauge metal framing. Please provide size and dimension of framing.

See Section 01 90 00, Attachment 8, per Am-0003 for erection instructions for the U.S. Navy steel arch rib hut.

12 Structural drawing shows horizontal bars in CMU walls throughout, however there’s no notation of size of the bar & spacing. Please provide this information.

Structural plan sheets call out reinforcing in CMU as "#5 at 16" EW"

13 Can the Government provide all presentation documents referenced at the site visit (specifically inclusive of the installation instructions of the existing slab structures for the buildings)?

See Section 01 90 00, Attachment 8, per Am-0003 for erection instructions for the U.S. Navy steel arch rib hut.

14 Are any of the buildings conditioned? If so, what airtightness requirement are they expected to meet?

The buildings will not be air conditioned.

Section 00 60 00, Appendix A (Am‐0003)

W9128A19B0001

Section 00 72 00 – Page 41

(1) The Contractor shall insert the substance of this clause, including this paragraph (i), in subcontracts that exceed the simplified acquisition threshold in part 2 of the Federal Acquisition Regulation.

(2) The Contractor shall insert the substance of paragraphs (a) through (e) of this clause, and this paragraph (i), in subcontracts that are at or below the simplified acquisition threshold in part 2 of the Federal Acquisition Regulation.

(End of clause)

UAI 5152.236-9009 PARTNERING (FEB 2000)

In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the U.S. Army Garrison Hawaii Department of Public Works, the Contractor, primary subcontractors and designers, and the U.S.

Army Corps of Engineers. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership would be bilateral in membership and participation will be completely voluntary. Any cost associated with effectuating this partnership, excluding travel and lodging cost of Government personnel, will be borne by the Contractor. The partnering meetings shall be held within 60 days after Notice to Proceed is issued, in Island of Hawaii. A total of 15 Government personnel will attend the partnering session.

(End of clause)

(Am-0003)