16b3-am7.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 2

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

AM-0007 15 Sep 2016

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

Contracting Division USACE, Honolulu District Bldg 252 (CECT-POH)

Ft Shafter, HI 96858-5440

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

W9128A-16-B-0003

9B. DATED (SEE ITEM 11)

08/04/2016

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE 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.

(x) 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, [ X ] is required to sign this document and return 1 copies to the issuing office.

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

FY15 Pkg A-003 Repair Bldg 155, Quad B, Schofield Barracks, Oahu, Hawaii

See page 2 of 2

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

Am-0007 Standard Form 30

IFB No. W9128A-16-B-0003 Page 2 of 2 Pages

Item No. 14 (Continued)

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

Revised pages replace like-numbered pages. The revision mark (Am-0007) is shown on each revised page.

A. NEW SECTIONS OR PAGES. The following are added to the sections.

Section 00 73 00, Appendix G, Requests for Information (RFIs), #55 through 58

2. The bid opening remains UNCHANGED. See Am-0004, SF 1442, Page 1, Block 13A.

FY15 PKG A-003 Repair Building 155, Quad B, Schofield Barracks, Oahu, Hawaii W9128A-16-B-0003

RFI # Question Response

Since this is an existing building it is difficult to determine which walls/ceilings are concrete. I understand that the arms vaults will be concrete walls & ceilings & that each floor will be concrete.

Yes, Arms Vaults consists of concrete walls, ceilings and floor slabs per the drawings.

Can you confirm that we will be allowed to use concrete wedge anchors into the existing concrete floors for hanger and earthquake bracing. If we cannot use these then we must trapeze a lot of the pipe and this is a significant cost item.

Concrete wedge anchors are acceptable as long as they are compliant with

NFPA 13 and are UL listed. Anchors shall also be approved for seismic applications by the ICC.

Section 21 13 13 1.4.1 Fire Protection Specialist – notes that this duty can be done by a NICET IV designer. UFC 3-600-01 major projects require that there be a FPE that is in charge of both alarm and sprinkler work who is traditionally required to do the Fire Protection Specialist. I am not sure if this project meets the requirement for a FPE so please confirm that the fire protection specialist can be a NICET IV and is not required to be a fire protection engineer.

The drawings may be prepared by a NICET Level IV technician but it will need to be stamped by a license FP engineer.

The specifications include sections for both basaltic termite barrier (31 31 16.20) and mesh termite barrier (31 31 16.21).

The plan details show no termite mesh, only the BTB. The details provided in 31 31

16.20 show no termite mesh only BTB.

Is the intent to employ both?

Both BTB and termite mesh will be used.

Section 00 73 00, Appendix G, Requests for Information (RFIs) - 1 (Am-0007)