W9128A-18-B-0002_Am-0004.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

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 W9128A18B0002

X 9B. DATED (SEE ITEM 11)

01-Feb-2018

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 X is extended, 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.

Am-0004

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

6. ISSUED BY

3. EFFECTIVE DATE

17-Apr-2018

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:

W9128A18B0002 Am-0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0004)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages/paragraphs to the solicitation. Changes are marked in

“*” asterisks or indicated in bold.

Standard Form 1442 – Page 1

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

Section 00 60 00, Appendix A – Requests for Information (#5 through 32)

2. The bid opening date and time is EXTENDED (see SF1442, Page 1, Block 13A).

FY16 MCAF RNMD043004, F-22 Fighter Alert Facility, Joint Base Pearl Harbor-Hickam (JBPHH), Oahu, Hawaii

X

COLIN K WAKI 808-835-4393

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

01-Feb-2018

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______7 calendar days and complete it within ________721 calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________ 17 May 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______ 90 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

W9128A

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX: TEL: TEL: FAX:

W9128A18B0002 90

(Am-0004)

FY16 MCAF RNMD043004, F‐22 Fighter Alert Facility Joint Base Pearl Harbor Hickam (JBPHH), Oahu, Hawaii

RFI # References Question Government Response 5 Specification 32 13 11

1.4.1 g Specification 32 13 11 1.4.1 g. states as part of the CQC team underneath this specification that “Slipform Paving Equipment Manufacturer's Representative: A representative of the slipform paving equipment manufacturer is required to be on site to inspect and make corrections to the paving equipment to ensure proper operations. Preform a complete and full hydraulic flow test of the vibrator system prior to the test section being placed. Submit a written slipform paver manufacturer’s inspection report signed by the manufacturer’s representative noting all inspections, corrections, and flow tests have been performed and the paver is in a condition to perform the required work.” Given all slipform manufacturers are located on the main land this burden will be highly difficult and costly to overcome. In lieu of this requirement will USACE allow a manufacturer certified operator/mechanic to perform these tests and satisfy this CQC requirement of the specification?

No, the Contractor shall perform in accordance with the referenced specification.

6 Specification 32 13 11 1.4.6

Specification 32 13 11 1.4.6 states “Up to 10 days, but not more than 60 days, prior to construction of the concrete pavement, construct a test section near the job site, but not as part of the production pavement area.” Placing an expendable test section away from the project site is not traditionally a requirement of USACE 32 13 11 as it is financially burdensome to construct concrete of this volume only to have to remove it later or be left unused. Will you allow the placement of the test section within the project site understanding that if the end product does not meet the specifications laid out in this section it can already be forced to be removed under the terms of the specification?

No, the Contractor shall perform in accordance with the referenced specification.

7 Specification Section 104416

Specification Section 104416 – Fire Extinguishers. Locations are not provided on the drawings. Please provide.

Please see Drawing A-110, Detail Bubble C3 Keynote 11, per the original solicitation.

8 Plan Sheet A-605 Plan Sheet A-605, Crew Quarter Signage Plan shows sign symbols S/211A & S/211B. However, these are not included in the sign schedule on Plan Sheet A-607. Please clarify.

Please see revised Drawing A-607, Signage Schedule, per Am- 0003.

9 Are there any graphics changes to be made to the existing

ALCMS?

There are no graphics changes to be made to the existing

ALCMS.

Section 00 60 00, Appendix A (Am‐0004)

10 01 78 00 Section 1.7.1 Please verify the construction warranty period will be in accordance with FAR 52.246-21, Warranty of Construction (1 year from the date of final acceptance of the work) instead of through the full product warranty period.

The Contractor is required to comply with the Warranty of Construction Clause. The Contractor shall also ensure all specified product warranties are complied with.

11 Sheet A-603 Door Schedule and Types,

3. Door Schedule - Alert Shelter

Table for Doors 300J, 300K, 300L, and 300M does not list a door material; details for head, jamb, and threshold; and hardware set. Please provide.

Please see revised Drawing A-603, 3. Door Schedule - Alert Shelter, per Am-0003.

12 Section 01 45 04, Paragraph 3.4.3, Page

The Quality Control specification section requires full time, dedicated CQC personnel who are employed by the Prime Contractor to handle 8 separate areas of responsibility (the CQC manager and 7 discipline-specific areas.) Please confirm that employees with proper qualifications can perform QC for more than one discipline.

The Contractor is responsible to ensure all personnel meet the qualifications as specified in the solicitation. The Contractor is also responsible to ensure the project is properly staffed to successfully complete the work. If it is subsequently determined by the Contracting Officer that the minimum contract requirements are not being met, the Contractor may be required to provide additional staff personnel to the CQC organization at no cost to the Government.

13 G-001 The construction site has 5 distinct work areas. So that we can properly price the requirements, please confirm that these 5 areas are considered one site and will only require one Quality Control staff, one SSHO staff, one superintendent, etc.

The project site contains multiple work areas. The Contractor is responsible to ensure the project is properly staffed to successfully complete the work in accordance with the safety requirements. If it is subsequently determined by the Contracting Officer that the minimum contract requirements are not being met, the Contractor may be required to provide additional staff personnel to the CQC organization at no cost to the Government.

14 Sheet A-601 Regarding floor finishes for Room CQ213, sheet A601 calls out concrete floors, and Sheet A801 calls out carpet. Please clarify.

Please see revised Drawing A-801, Detail A2, per Am-0003.

15 Sheet A601 Regarding floor finishes for Room CQ222, sheet A601 calls out concrete floors, and Sheet A801 calls out porcelain ceramic tile. Please clarify.

Please see revised Drawing A-801, Detail A2, per Am-0003.

16 Section 09 90 00, 1.3.2 All contractors and subcontractors that perform surface preparation or coating application shall be certified by the Society for Protective Coatings (formerly SSPC) to the requirement of SSPC QP 1 prior to contract award…"

We are finding it very difficult to find painting companies on island to meet this requirement. We believe better pricing and more competition would be available if this requirement were relaxed or removed. We request this requirement be dropped.

Please advise if this would be acceptable.

No, the Contractor shall perform in accordance with the referenced specification.

17 Drawing A-603, drawing G-001, and Section 00 10 00, page

Per the door schedule on A-603: 4-Type 1 doors, 1-Type 2 door, 1-Type 4 door, and 8-Type 6 doors are called out in the Option #1 bubble; for a total of 14 doors. Drawing G-001 identifies 8 vertical lift fabric doors and 4 man doors for Option #1; for a total of 12. Section 00 10 00 of the ITB, CLIN 002 only describes the new vertical lift fabric doors and the 4 exit man doors for Option #1.

Please clarify the Option #1 door requirements.

Please see revised Drawing G001, Option Descriptions, per Am-0003.

18 Sheet A506 Detail B4 shows a 2 hour wall at the Alert Facility adjacent to the foam room. Is this condition only at where the foam room is attached to the main Alert Facility hangar? The floor plans for the Alert Facility on A-430 and A-431 do not call out any wall types.

Please see Drawing F-131, B1 Life Safety Plan - Alert Shelter, per the original solicitation.

19 C-501 C-501. What are the reinforcing requirements for the concrete pavement as shown on Detail C3?

Please see Drawings C161-165, C517 Detail A1, and C518 per the original solicitation.

20 Sheet C-104 & A-120 On Sheet C-104 & A-120, there are trench drain covers shown in the sidewalks around the crew quarters building. Is there a detail or call out for these trench drains?

Please see Drawing A-551, A1 Downspout at Trench Detail, per the original solicitation.

21 C515 C515, Detail A3. Is #10 bar required for 4” concrete sidewalks?

Please see revised Drawing C515, Detail A3, per Am-0003.

22 Specification section 08 34 02

Specification section 08 34 02 “Bullet-Resistant Components” is included as part of this project. Typically the bullet level is identified either in the specifications or in the drawings however it does not appear to be listed. Please provide the bullet level requirement.

Please see Section 08 34 02, Paragraphs 2.3.1 and 2.3.1.1, per the original solicitation.

23 Drawing A-211 Keynotes #4 and #5 call out the same material (PCT-3) for both the wall base and the wainscot. Is there meant to be a delineation of materials on the restroom walls, or is the intent to have the 12" x 24" porcelain tile run up the wall from base to top of wainscot?

Please see Section 09 30 10, Paragraph 2.1.1 Porcelain tile, per the original solicitation.

24 Drawing C-111 It appears there is no detail for the fuel trailer pad. Is it concrete or AC paving? Please provide details.

Please see revised Drawings C502, Detail A3, per Am-0003.

25 13 34 19 Metal Building System

Will "bird screening" be required below the ceiling insulation? Please see Drawing A-130, A1 Alert Shelter - Overall Reflected Ceiling Plan, per the original solicitation.

26 Please provide a detail for the grouted rip rap inlet and outlet structures shown on C111.

Please see revised Drawing C519, Detail C5, per Am-0003.

27 On sheet C111, please provide the drain line profile for 4 ea.

24” RCP Cl V along with trench details, and indicate how many feet on center are these pipes?

Please see revised Drawing C520, Detail C4, per Am-0003.

28 On sheet C111, are we correct to assume the area outside of Hush House is 13 ½” concrete pavement? And the balance of the area is landscaping or AC? Please advise.

Please see revised Drawing C502, Detail C3, per Am-0003.

29 The note on right side of grading limits says: connect new AC pavement to existing AC pavement. Please provide existing AC pavement width and profile depth.

Please see revised Drawing C517, Detail B1, per Am-0003.

30 Sheet A-150 shows Hush House new pavement which does not show on civil drawings connecting to existing pavement.

Sheet C111 says connect new AC to existing AC. Please advise if the Hush House pavement is concrete, or if everything outside of Hush House Building AC.

Please see revised Drawing C111a, per Am-0003.

31 Please provide a sewer lateral profile. Please see revised Drawing C519, Detail B2, per Am-0003.

32 Specification section 099000, 1.3.2

Specification section 099000, 1.3.2 indicates that the painting subcontractors shall be 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.

No, the Contractor shall perform in accordance with the referenced specification.