Amendment_0011.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-310 Dry Dock 1 Super Flood Basin & P-1074 Extend Portal Crane, Portsmouth Naval Shipyard, Kittery, ME

The purpose of this amendment is to provide responses to Pre-Proposal Inquiries.

The proposal resubmission date of 26 July 2019 remains unchanged.

See SF30 Block 14 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 03-Jul-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 N4008519R9022

X 9B. DATED (SEE ITEM 11)

19-Feb-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. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Jul-2019

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4008519R9022

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

SOLICITATION NO. N40085‐19‐R‐9022

PROJECT TITLE/LOCATION: P310 Dry Dock 1 Super Flood Basin/P1074 Extend Portal Crane PNSY, Kittery, ME

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

1 6/28/2019 Amendment 10

SHEET SL503

The revised plans for the Elevated Deck on Drawing SL503 sheet 352 show the Pile that support the Elevated Deck have been revised to 24” Pipe Pile. However, Bid Item 206f Berth 2 Elevated Deck Micropiles 10.75” with 16” Outer Casing 339 LF is still on the bid form. Please clarify which dimension is correct.

Attachment F Bid Form will be re‐ issued within the next week. Bid Item 206f will be revised. The quantity will be revised to 300 LF and the section will be revised to Pipe Pile with Rock Socket'

2 6/28/2019 Amendment 10

Amendment 10 states under section “35 20 16.53 Fabricated Stainless Steel Slide Gates 2.3.6 “ Gate mounting thimble shall be fabricated for the use with NZ26 sheet pile profile and includes suitable welding details for welding the thimble to the pile wall…” Continuing on to section 3.1.1 the change states, “Gate frame mounted to a fabricated wall thimb for use with NZ26 sheet pile wall profile..” In the second paragraph in section “General note on Amendment 0010 drawings” it states, “The culvert, gate well, and opening in the steel sheeting shown on the SW‐ drawings will be removed from the contract. A single sluice gate will be installed on the basin side of the north leg of the Entrance Structure and an actuator will extend up to deck level. A 4’x4’ culvert will be cast into the precast entrance structure. Reinforcing and interior wall detail modifications will be submitted separately.

Please clarify the location and associated details of the single gate.

The sluice gate and culvert location and details will be revised and provided via Amendment within the next week.

3 6/28/2019 Amendment 10

SHEET SS113

Note 1

West cell concrete – Drawing SS113 notes, stage 2, note 1 states that concrete lifts will be limited to 15’.

Can we increase the heights of the lifts provided we can meet all concrete requirements?

Yes, however if lifts are increased to greater than 15' contractor will need to submit detailed plan and calculations indicating the formwork, falsework, shoring, providing adequate capacity to meet deflection criteria.

4 6/28/2019 Amendment 10

SHEET SK102

Note 3

Berth 1 Quay wall – Drawing SK102 note 3 states that full height concrete placement locations at camel locations to be coordinated with government.

Can you please provide us with a quantity of Camel Locations?

Two total locations.

REFERENCE

Question No. QUESTION GOVERNMENT RESPONSEDate Received

July 2011

SOLICITATION NO. N40085‐19‐R‐9022

PROJECT TITLE/LOCATION: P310 Dry Dock 1 Super Flood Basin/P1074 Extend Portal Crane PNSY, Kittery, ME

PREAWARD INQUIRY FORM (TEMPLATE)

Page Section Para.

Question No. QUESTION GOVERNMENT RESPONSEDate Received

5 6/28/2019 Amendment 10

SHEET CS101 &

D301

Drawing CS101 details (3) 30” water lines crossing over the new crane rail. Drawing D‐301 also details a direct conflict between the process piping and the crane rail.

Please clarify the location of the process water line piping.

The 3‐30" super flood pipes that cross over the crane rail are only used during super flooding of the basin, during which time the crane will not operate on the South Closure Wall.

The Shipyard will remove and store the pipes, supports, pumps, and cages between flooding events.

6 7/1/2019 Amendment 10 Will PNSY make available necessary utilities for use of refurbishment of Caisson #3 within the drydock? Such utilities will be electricity, potable water, fire protection, and compressed air?

Utilities services currently inside the dock will be made available.

7 7/1/2019 Amendment 10 Will PNSY make available crane support to move contractor materials and equipment into and out of supplied dry dock?

A crane will not be made available.

8 7/1/2019 Amendment 10 Do conditions exist in provided dry dock for contractor personnel to access the dry dock without the need for a temporary stair tower?

A stair tower will not be required.

9 7/1/2019 Amendment 10 Sheet SS405

Detail A3 Sheet SS405 (35 of 42) shows Detail A3 for the construction joints in the South Closure Slab and calls for forming a ¼” x 1” slot and waiting 28 days before filling with grout. Could we saw cut the joints and then fill with joint sealant (Sika 2c SL) or grout after saw cutting?

Yes this is acceptable.

July 2011