Amendment_0009.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 due date of 02 May 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 26-Apr-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

26-Apr-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

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0009

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 25 April 2019:

On NAVFAC Dwg. No. 12783655

CHANGE CO102 Berth 11 Bedrock Removal Plan as follows:

Revise call-out in quadrant C2 to read “APPROX WELL PIT BEDROCK REMOVAL AREA (EL. -51.9 FT)”.

(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.

253 4/12/2019 PPI Question 89 pertaining to the temporary High

Pressure Air compressor system. How many months will this temporary package be needed? Where is this cost to be incorporated on the bid form?

REVISED RESPONSE: Contractor shall assume one (1) delivery that includes furnishing, installing, setup, testing, demobilization and removal of the compressor from the Shipyard. Contractor shall assume the unit will be on site for 12 months. Temporary compressor is included in the Base Bid.

281 4/25/2019

Amen dment

Question 183; answer: The exhibit depicts the impact limits for all explosives safety quantity‐distance (EQSD) arcs calculated in accordance with NOSSA OP5. Contract must prepare a blast plan such that buildings and structures beyond the limitations depicted are not impacted. Refer to NOSSA OP5 requirements for EQSD arc definitions and requirements. Can you please provide the NOSSA OP5 document?

NOSSA OP5 manual is a controlled document that will be provided upon award.

The requirements known to impact the project are provided in the specifications. The calculations for the ESQD arcs are in paragraph 3.2.4. Any additional requirements not provided will be negotiated as a part of a post award modification.

282 4/25/2019

CO10

2, CO30

Amendment 7 changed details regarding th rock blasting elevations. There are conflicting bottom of pump pit elevation. CO102 (sheet 199) says bottom of pump well pit ‐56.5, CO301 (sheet 200) says bottom of pump well pit ‐51.9. Please clarify.

The label on CO102 Berth 11 Bedrock Removal Plan is incorrect.

Revise call‐out in quadrant C2 to read “APPROX WELL PIT BEDROCK REMOVAL

AREA (EL. ‐51.9 FT)”.

REFERENCE

Question No. QUESTION

GOVERNMENT RESPONSE

Date 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 RESPONSE

Date Received

283 4/25/2019

Amen dment

In Amendment 8 question 238 was answered by saying that “blasted rock does not have the same requirements for disposal as dredge spoils” and refers us to Specification Section 31 23 00.00 20 Excavation and Fill PWD ME. This specification does not specifically speak to the disposal process for clean rock. The only language in regards to disposal is paragraph 3.3.4 Excavated Materials Unsuitable for Backfill. This paragraph states “surplus non‐hazardous materials shall be transported to an appropriate Government approved licensed disposal facility”. It goes on further to state “A PNSY “Removal Pass” shall accompany the materials during transit on the base and turned over to the gate sentry prior to exit”.

This leads us to believe that all blast rock will have to be offloaded on base and transported through security gates. Contract milestone dates do not allow for enough time to haul this quantity of blasted rock through the base.

Will blasted rock be allowed to be moved off site on barges through the CIA fence and off loaded offsite?

Clean blast rock free of all other soil matter is exempt from the requirements stated in Section 31 23 00.00 22, Paragraph 3.3.4 Excavated Materials Unsuitable for Backfill. The trucking or other method(s) of transporting clean blast rock must still be accompanied by the Excavation/Demolition Material Removal Pass (Pass). The final signature by “Gate Sentry” on the Pass may be omitted if contactors means and methods do not otherwise require transporting material on base. In such case, the Pass(es) must be turned over to the Contracting Officers Representative by the close of each working day. As stated on the Pass, the Contractor and authorized Government Representative must visually inspect the material prior to removal from the Shipyard/Project Site.

The intent of this inspection is to confirm that the material is indeed free of all other soil matter.

284 4/25/2019

E‐602, E‐606

The lead time on the new Load Center LC‐18 is approximately 12 months. This lead time does not align with Milestone #4 “Permanent Power Feed to Dry Dock Complex” dated 4‐1‐2020. Please advise.

The load center equipmnent shall be treated as a criticial submittal and review will be accelerated to help support the contract milestone. The Milestone #4 date will not be changed.

July 2011