15b1_am7_9june15.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 09 June 15

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

CECT – Contracting Division USACE, Honolulu District Bldg 230, Room 103 Ft Shafter, HI 96858-5440

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

W9128A-15-B-0001 X

9B. DATED (SEE ITEM 11)

05/11/2015

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, [ ] 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.)

FY14 MCA PN67157 USARPAC Command and Control Facility (C2F) Phase 2, Fort Shafter, Oahu, Hawaii

See Page 2 of 2 Pages

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 RFP No. W9128A-15-B-0001 Page 2 of 2 Pages Item No. 14 (Continued)

1. CHANGES TO SPECIFICATIONS. Attached are new and revised sections to the specifications. The revision mark “(Am-0007)” is shown on each page.

New Section: The following section is added to the specification:

Section 00 60 00, Appendix D – Requests for Information #26 – 42

REVISED SECTION: The following are revised paragraphs to the specifications. Changes are underlined or lined-out.

Section 01 45 00 – Quality Control System (QCS) Paragraph 1.1.3 Paragraph 1.1.9 Section 09 69 13 – Rigid Grid Access Flooring Paragraph 1.2.2 Type2:d Section 09 90 00 – Paints and Coatings Paragraph 1.1 Paragraph 1.3.2 Section 10 21 13 – Toilet Compartments Paragraph 2.2.3

2. CHANGES TO DRAWINGS

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

SHEET NO. VOLUME SHEET MARK REVISION DATE

S123 I 52 1 6/08/2015

A431 II 82 1 6/08/2015

A433 II 83 1 6/08/2015

IN601 II 184 1I 6/08/2015

IG202 II 204 1 6/08/2015

IG601 II 205 I 6/08/2015

EP122 IV 68 I 6/09/2015

EP123 IV 69 I 6/09/2015

EP132 IV 70 I 6/09/2015

EP133 IV 71 I 6/09/2015

EP142 IV 72 I 6/09/2015

EP143 IV 73 I 6/09/2015

EP152 IV 74 I 6/09/2015

EP153 IV 75 I 6/09/2015

3. The proposal due date remains unchanged (See SF 1442, Page 1, Block 13A).

Request for Information

Section 00 60 00 Appendix D (RFIs)

(AM-0007)

RFI # Question Response

Section 01 32 00 and 01 45 00.Para. 3.3.2.11 states that a definable feature of work is defined in spec section 01 45 00. However, upon review of section 01 45 00, there are no DFOW contained nor is there a definition of the work. Please provide a list or definition of the definable features of work for the project .

See AM-0007, Section 01 45 00. The Contractor shall develop the DFOW list from the construction documents.

Section 07 81 000 paragraph 2.1.1.3 lists a cohesion/adhesion strength of both 10,000 psf and 1,000 psf. Please clarify the required cohesion/adhesion strength required.

Both are required. Contractor shall comply with Section 07 81 00 Paragraph 2.1.1.3.

Drawing IN601 lists a Floor Finish Code of SCONC for Sealed Concrete with Color to Match PNT-7. Please provide product specification as no indication of such a product appears in Section 03 31 00.00 10 Cast-in-Place Structural Concrete, 09 90 00 Paints and Coatings or 09 96 00 High-Performance Coatings.

See Specification Section 03 33 00 Cast-in-Place Architectural Concrete, Paragraphs 2.1.3 and 3.5.

Per drawing IG601, the signage legend calls out for Type "L" ABA Restroom sign.

However, it is not called out for in the signage schedule or the interior signage drawings.

Please advise any location where sign type "L" is to be mounted.

See AM-0007, sheets IG202 and IG601.

Contract drawing sheet number EP143 note 2 directs coordination with furniture floor plans via sheet number IF401. Sheet number IF401 is not included in IFC submission.

Please issue sheet IF401.

See AM-0007, sheets EP122, EP123, EP132, EP133, EP142, EP143, EP152, and EP153.

According to note #3 on the panel schedules ‘E2MH1’ & ‘E2ML1’, shown on drawing EP702, there is work associated with a bid option #2 regarding GFGI equipment. The bid form included with the Solicitation only as a bid option #1. Please clarify if there is work associated with a Bid Option #2.

See AM-0005, sheet EP702. Bid Option #2 has been deleted.

Specification Section 10 21 13 Toilet Compartments paragraph 2.2.2 calls for urinal screens. All urinals are blocked by tile walls on each side, and urinal screens are not called out anywhere in the drawings. Please advise if urinal screens are to be installed.

See AM-0007, Section 10 21 13.

Request for Information

Section 00 60 00 Appendix D (RFIs)

(AM-0007)

Drawing A433 calls out for a 32"W x 42"D grab bar per Toilet Room Keynote #22. This grab bar is not called out in any of the drawings. Please provide location and quantity of 32"W x 42"D grab bars.

See AM-0007, sheet A433.

Specification Section 10 28 13 Toilet Accessories paragraph 2.2.10 calls out for Shelf, Metal, Heavy Duty (SMHD). Detail D4/A431 shows a SMHD in the 2nd Floor Janitor's Closet. Please advise if a SMHD is to be installed in the Janitor's Closet on floors 3-5 as well.

See AM-0007, sheet A431.

Spec section 31 63 26 calls for vibrating concrete full depth of caisson; do not use rebar vibrators (Part 3.6L). ACI only recommends the top 5' of shaft be vibrated. Please clarify/ confirm this requirement.

Follow contract specifications.

Related with “AWT-4” on the finish legend on drawing IN601, normally AWT-4 Acoustical Wall Panels are composed of Semi- Rigid fiberglass board, and an impact resistant top coat is added in order to be impact resistant. However, the legend indicates that the material should have Micore 300 board, which we assume is used for “TKWC-1”, not “AWT-4”. Please clarify it.

See AM-0007, sheet IN601.

Reference: Spec Section 31 63 26 – Part 3.6 Installation – Paragraph I. reads; "Vibrate concrete for full depth of caisson. Do not use rebar vibrators." However ACI only recommends that the top 5' of the shaft be vibrated. Please advise if concrete vibrating for full depth of caisson can be waived and limit vibration to top 5’ of shaft in compliance with ACI requirement.

Follow contract specifications.

Drawing S123 Note 12 states “Bid Option 2 is the provision of the disintegrator unit and the hard drive shredder equipment…” Please verify that the disintegrator equipment is part of the base bid. Please verify that the hard drive shredder equipment is not part of the contract. If the hard drive shredder equipment is to be included, please provide the required specification.

See AM-0007, sheet S123.

Drawings A321 – A331 show a concrete curb at the building perimeter under the windows. A detail for this curb is not provided on the structural drawings.

S306 and S307 are referenced in details.

Request for Information

Section 00 60 00 Appendix D (RFIs)

(AM-0007)

Drawing AD140 Note 3 states “…Shop drawings to be prepared by existing roof assembly manufacturer.” Please provide manufacturer along with contact information so that a proposal for this work can be solicited.

A Team Pacific Roofing, Inc. 91-226 Kauhi Street Unit 102 Kapolei, HI 96707. (808) 682-8096.

Section 13 27 54.00 10 paragraph 2.2.1.1 lists three acceptable products. Two of the three listed products are no longer manufactured – 3M RE35AMARAL and Madico CI1000. Please provide alternate acceptable products that are currently available.

Contractor shall comply with Section 13 27 54.00 10 Paragraph 2.2.1.1.

Per Section 099000, Page 5, 1.3.2 states that painting subcontractors shall have SSPC QP1 certified. In Hawaii, very few painting/coating subcontractors are SSPC QP1 certified, and because of the requirement, majority of local painting/coating subcontractors are declining to bid on this project, which ultimately cause very inflated cost. Please re-consider applying this requirement to this project.

See AM-0007, Section 09 90 00.