N4425519R0002_AMEND0006.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

P-834 SEAWOLF CLASS SERVICE PIER EXTENSION, NAVAL BASE KITSAP - BANGOR, SILVERDALE, WASHINGTON.

SEE CONTINUATION PAGE FOR MORE INFORMATION.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 05-Aug-2019

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 N4425519R0002

X 9B. DATED (SEE ITEM 11)

18-Mar-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 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. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Aug-2019

CODE

NAVFAC NORTHWEST

1101 TAUTOG CIRCLE

SILVERDALE WA 98315-1101

N44255 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4425519R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SUMMARY OF CHANGES (REV.)

a. Section 00805, CONSTRUCTION WAGE REQUIREMENTS, make the following changes:

1) Construction Wages are updated, remove wage table and replace with revised wage table below:

State County Construction Type WD # Mod # Publication Date

Washington Kitsap Heavy WA190071 3 06/27/2019 Washington Kitsap Building WA190012 7 07/25/2019

b. Specification Section 26 23 00 - LOW-VOLTAGE SWITCHGEAR, paragraph 2.12 - STATION BATTERIES AND CHARGER is revised per PPI 050 Govt response; see attachment titled “SPECS_26 23 00 and 26 24

13_AMEND0006”.

c. Specification Section 26 24 13 – SWITCHBOARDS, paragraph 2.2.2.6 - HANDLES is deleted per PPI 052 Govt response; see attachment titled “SPECS_26 23 00 and 26 24 13_AMEND0006”.

d. Revised Sheets CU114 and CU207 are provided with this amendment, titled “CU114_CU207_AMEND0006”.

CU114 and CU207 show revisions associated with the lowered sewer line; changes are indicated in bubbled note.

e. Notify offerors of the following: Due to an error uploading attachments, the amendments posted on www.neco.navy.mil (NECO) and www.fbo.gov (FBO) do not match. The correct number of solicitation amendments prior to this amendment is five (5). NECO includes the correct list of amendments 0001-0005. NECO may be easily accessed from FBO using the NECO links provided with the amendments. A summary of the previous five (5) solicitation amendments is as follows:

Amendment 0001: Provided Govt response and associated page changes for pre-proposal inquiries (PPIs) 001-008.

Amendment 0002: Updated construction wage rate requirements in Section 00805 and Attachment J;

Revised Section 00806 – LIST OF ATTACHMENTS; Provided Govt response and associated page changes for PPIs 009-019; provided SF1442 conformed through amendment 0001 and 0002.

Amendments 0003: Provided a revised Sections 00100 – INSTRUCTIONS TO BIDDERS; Provided Attachment I – CHANGE ORDER MARKUP RATES/EXTENDED OVERHEAD_Revision_01; Provided Attachment K – P834 SITE VISIT PHOTOS; Provided Govt response and associated page changes for PPIs 020-039.

Amendment 0004: Provided Govt response for PPIs 040-047; associated spec and drawing page changes and updated Attachment J – CONSTRUCTION WAGE RATE REQUIREMENTS did not load successfully and were then provided with Amendment 0005.

Amendment 0005: Issued solely to provide Amendment 0004 attachments: Revised Specs and Drawings and Attachment J – CONSTRUCTION WAGE RATE REQUIREMENTS.

f. This amendment provides Government response and applicable attachments to the following Pre-Proposal Inquiries (PPIs):

PPI 048: Electrical drawing E-211 does not show any skid bases for the low voltage switchgear on substations 9/10/11, however drawing E-212 appears to show bases for Substations 12 and 13. Are rugged skid bases required or is direct floor (pad) mounting acceptable?

Govt Response: Substation 9 through 13 are all intended to be direct floor mounted. (due to being on raised pads anyway)

PPI 049: Are future breakers ESH-A5, ESH-A6 (Substation 9/10), ESH-D5 and ESH-D6 (Substation 11) required or should there just be a drawout cradle/ fully prepared space without the circuit breaker? They appeared to be shown in gray on drawing E-603.

Govt Response: Breakers ESH-A5, A6, D5 and D6 are to be provided and labeled as spare. Fully provisioned spaces are called out like the breaker to the right of ESH-D6.

PPI 050: Please provide battery sizing, capacity, and/or load profile requirements for the battery systems. This information is not included in Section 26 23 00 Low-Voltage Switchgear. Also, are batteries to be 24VDC per specification 26 23 00 or 48VDC per drawing E-616?

Govt Response: See revised spec section 26 23 00 – LOW-VOLTAGE SWITCHGEAR adding the following requirements. Battery Capacity: Provide battery with sufficient capacity to perform following duty cycle with charger disconnected and not drop below 80 percent remaining capacity.

1. Operate gear ancillary equipment for 1 hour.

2. Open all medium voltage circuit breakers via 86 lockout relays.

Provide 48VDC batteries to match drawings. See attached revised spec section 26 23 00 revising voltage to match drawings.

PPI 051: Is seismic certification required for switchgear and switchboards? If so, what are the requirements? No requirements found in Section 26 23 00 – Low-Voltage Switchgear.

Govt Response: Yes. Section 26 05 48.00 requires seismic certification for all electrical equipment, communications and security equipment.

PPI 052: Switchgear power air circuit breakers are provided with push buttons and not handles. Please clarify handles referenced in 26 24 13 – paragraph 2.2.2.6.

Govt Response: See attached updated spec deleting paragraph 2.2.2.6

PPI 053: The existing breathing air compressor skids are covered by a large canopy structure. Who is responsible for removal of canopy structure?

Govt Response: Government will remove canopy structure.

PPI 054: RFP Section 00010 – Solicitation Contract Form - The referenced section appears to be a pricing form that would be included with the price proposal submission, but it is not listed as one of the items to be included with the Price Factor. Please clarify if the form in this section is to be submitted with Offeror’s proposal.

PPI 054 CLARIFICATION: Yes, the listing of the CLINs with the blanks adjacent – pages 4 – 6 of 69. I don’t think that typically this would be included with the price proposal submission, but it looks like something that would need to be filled out at some point in the process and we just would like to clarify for avoidance of doubt.

Govt Response: Referenced RFP pages 4-6 are informational only. The Govt will include necessary information at time of Award.

PPI 055: Section 31 62 16.19 Steel Pipe Piles Section 2.3.2, Section 2.3.3 Requirements. AWS D1.1 2015 Section 9.24.1.

36”x1.250” pipe pile is typically manufactured with a rolled and welded process. For 36” x 1.250” gr. 60 material, this process uses 7’ wide segments of plate that are rolled into individual sections, or cans. Once the 7’ wide segments have been rolled to the correct dimensional tolerances, we will then weld the straight seam of each piece using a submerged arc weld process per WPS. The segments are then fit together with the longitudinal Seams offset 180 degrees. Each individual can is then welded together per AWS D1.1 9.24 girth weld alignment. This girth weld is not considered a splice in the rolled and welded manufacturing process, and therefore should not fall under specification 2.3.3. The shop girth weld is performed with a prequalified WPS and welded from both sides with back gouging. The use of a backing ring, typically in a splice, is for lengths of pile that exceed equipment reach capabilities. All welds would be 100% VT / UT.

For example, when we manufacture a 70’ rolled and welded joint, we would certify the material test as a 70’ not 10 individual 7’ pipe segments. There is a 100% VT and UT requirement regardless of weld designation to the strictest table in D1.1 to ensure the CJP welds are sound and clear of defects.

Section 2.3.2 (b) invokes the paragraph for girth weld alignment which includes requirements for girth weld minimum distance and states “Abutting parts to be joined by girth welds shall be carefully aligned. No two girth welds shall be located closer than one pipe diameter or 3 ft., whichever is less.”. **Note** Specification section “2.3.2 Welding part b” refers to D1.1 girth weld alignment as para. 5.22.31 which is outdated, AWS D1.1 2015 is para. 9.24.1 for girth weld alignment. Also, pile specification “2.3.2 Welding” has several D1.1 Table references which are not updated to the latest edition.

Would you please confirm that the girth weld in a manufactured rolled and weld process falls under section 2.3.2 / AWS D.1.1 9.24 and not per 2.3.3 splices (Shop or Field) in the specifications?

Govt Response: Welding requirements for fabrication of pipe shall be per specification 31 62 16.19, section 2.1. All welding shall be complete joint penetration welds with 100% NDT testing as outlined in the specification. Welding requirements for fabrication of pipe piling shall be per specification 31 62 16.19, section 2.3. All welding performed in the field or outside of a plant shall conform to section 2.3 with testing as prescribed.

PPI 056: Small Business Subcontracting: Based on the scope of work specified, a substantial portion of the project costs are for the crane, substation, earth work, and steel pipe piles. Our market research and outreach measures cannot identify enough small businesses, especially Woman Owned Small Businesses (WOSB) and Historically Under-utilized Business Zones (HUBZone), for this work to achieve the Small Business Subcontracting goals specified in the project. Will the Government provide their market research to support these values?

Govt Response: The offeror is to determine their proposed Small Business Subcontracting Goals based on current market research conducted by the offeror.

PPI 057: Small Business Subcontracting: Based on the scope of work specified, a substantial portion of the project costs are for the crane, substation, earth work, and steel pipe piles. Our market research and bidding process cannot identify enough small businesses, especially Woman Owned Small Businesses (WOSB) and Historically Under- Utilized Business Zones (HUBZone), for this work to achieve the Small Business Subcontracting goals specified in the project. Are the goals specified in this solicitation negotiable?

Govt Response: The offeror is to propose goals that would represent realistic, challenging Small Business Subcontracting Goals for this acquisition. They may be higher or lower than the percentages identified in the solicitation.

PPI 058: We respectfully request that the bid date be postponed 2 days to Wednesday the 21st of August. Having a bid of this magnitude on a Monday presents a host of problems in receiving, analyzing, and incorporating subcontractor and vendor (material) pricing into the bid, and as such may result in higher pricing being submitted to the Government.

Govt Response: The price proposal due date of August 19, 2019 remains unchanged.

g. All other solicitation terms and conditions remain unchanged. Offerors are reminded to acknowledge receipt of this amendment when submitting proposals in accordance with the RFP instructions.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified: CONTRACT ADMINISTRATION

SECTION 00805 - CONSTRUCTION WAGE REQUIREMENT AND EPAYROLL

1. Wage Rate Requirements (Construction) Wage Determinations, wages are revised

The following Department of Labor, Wage Rate Requirements (Construction) are applicable to this solicitation. This list of wage determinations is based on the primary locations of work anticipated under this contract. Updated Wage Determinations during the solicitation process shall be incorporated by amendment to the solicitation.

Wage Rate Requirements (Construction) Wage Determinations:

State County Construction Type WD # Mod # Publication Date

Washington Kitsap Heavy WA190071 3 06/27/2019

Washington Kitsap Building WA190012 7 07/26/2019

Wage Determination WA190071, Mod 3, 06/27/2019, Heavy Construction, Kitsap County shall be used for the construction involving site work and pier work. *

Wage Determination WA190012, Mod 7, 07/26/2019, Building Construction, Kitsap County shall be used for the building construction work. *

* Note: The full-text of each Wage Determination is provided as Attachment J and also may be found at the following website: https://www.dol.gov/ .

(End of Summary of Changes)