Amendment_0006.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 and change the proposal delivery location.

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 6

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

16C. DATE SIGNED

BY 11-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

11-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 0006

PROPOSAL DELIVERY INFORMATION

Your price and non-price proposals shall be submitted no later than: 2 May 2019, at 2:00 PM EDT. In addition to the originals, plus four (4) copies, your submission should include one (1) CD-ROM with the price and non-price proposal. Electronic submission of proposals will not be accepted (aside from the requirement to submit one (1) CD ROM with the price and non-price proposal), and with the exception of Attachment F –Price Proposal Form and Attachment G – Individual Small Business Subcontracting Plan. Attachments F and G may be submitted via e-mail to the following: john.p.bishop1@navy.mil. If an offeror chooses to submit Attachments F and G via e-mail, then such offeror does not need to include Attachments F and G with the hard copy (or CD-ROM copy) of the full price and non-price proposals to be mailed or hand delivered. Pricing information is not required to be submitted under Section 00010 – Solicitation Contract Form in SF 1442. All required proposal documents shall be submitted in accordance with FAR 15.208.

Mail or hand deliver to:

Attn: John Bishop, Contract Specialist NAVFAC, PWD-Maine B59, 1st Floor Portsmouth Naval Shipyard Kittery, ME 03904-5000

SECTION 01 50 00.00 20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS PWD ME

3.4.2 Administrative Field Offices

Add “Contractor to provide space for four NAVFAC employees to have office spaces within the contractor field offices. The NAVFAC employees will be two Construction Managers and two Engineering Technicians that will be assigned to the projects. Space should include a desk and work area separate from the contractor employees. Space can be within the same trailer. Coordinate internet/NMCI access with Construction Manager.”

SECTION 01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS

1.7 Environmental Mitigation Measures

Add by reference two documents: Navy Portsmouth 2019 Proposed IHA OPR1 and Navy Portsmouth 2019IHA Application_OPR1. These documents are the Incidental Harassment Authorization and Application. These documents are in a draft format and are subject to change. All requirements include monitoring requirements are zones are a requirement of this contract. Final versions will be provided when available.

528a. WEATHER DECK DRAINS

After the second sentence, add the following:

“Ball valves 2-1/2-inch and larger shall conform to MSS SP-72. Ball valves shall be stainless steel 316, full port, two-piece, with flanged connections.”

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following drawings are revised as of 08 April 2019:

On NAVFAC Dwg. No. 12783473

REPLACE G-110 Project Delineation Plan – Dredge Option with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783474

REPLACE G-111 Project Delineation Plan - Structural with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783490

CHANGE G-127 Composite Utility Plan – Sheet 1 of 9 as follows:

COMPOSITE UTILITY PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783491

CHANGE G-128 Composite Utility Plan – Sheet 2 of 9 as follows:

COMPOSITE UTILITY PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783563

CHANGE CS101 Civil Site Plan – Closure Wall as follows:

CIVIL SITE PLAN – CLOSURE WALL: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783580

CHANGE CS118 Civil Site Grading Plan – Closure Wall as follows:

CIVIL SITE GRADING PLAN – CLOSURE WALL: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783614

REPLACE CF101 Fresh Water Plan – Closure Wall with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783615

REPLACE CF102 Fresh Water Plan – Berth 1 and 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783619

CHANGE CF201 Fresh Water Profile as follows:

Fresh Water Profile – South Closure Wall – C3: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783620

REPLACE CF301 Berth 1 and 2 Tunnel Sections – Sheet 1 of 2 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783625

REPLACE CF501 Fresh Water Details – Sheet 1 of 3 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783626

REPLACE CF502 Fresh Water Details – Sheet 2 of 3 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783628

CHANGE CR101 Sanitary Sewer Plan – Closure Wall as follows:

SANITARY SEWER PLAN – CLOSURE WALL: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783654

REPLACE CO101 Berth 11 Dredging Plan with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783655

REPLACE CO102 Berth 11 Bedrock Removal Plan with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783656

REPLACE CO301 Berth 11 Dredge and Bedrock Removal Sections with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783709

CHANGE SS123 South Closure Wall Deck Part Plan – Sheet 1 of 2 as follows:

SOUTH CLOSURE WALL DECK PART PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783710

CHANGE SS124 South Closure Wall Deck Part Plan – Sheet 2 of 2 as follows:

SOUTH CLOSURE WALL DECK PART PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783721

CHANGE SS405 South Closure Wall Deck Concrete Detail – Sheet 1 of 3 as follows:

DECK KEY PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783814

REPLACE SJ102 Berth 11 Improvements Plan & Elevation – Sheet 1 of 6 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12783820

CHANGE SJ301 Berth 11 Improvement Section as follows:

Berth 11 Grouting – Typical Section – A3: Delete note “Replace or reset gaskets see drawing SJ501 for details” in its entirety.

On NAVFAC Dwg. No. 12783832

CHANGE SR108 Crane Rail Framing Plan – Sheet 1 of 6 as follows:

FRAMING PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783833

CHANGE SR109 Crane Rail Framing Plan – Sheet 2 of 6 as follows:

FRAMING PLAN: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12783921

REPLACE SM101 Miscellaneous Structures – Closure Wall with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784113

REPLACE E-606 Conduit and Wire Schedule – Sheet 2 of 3 with revised sheet accompanying this amendment.

On NAVFAC Dwg. No. 12784120

CHANGE FP102 Fire Water Plan – Closure Wall as follows:

FIRE WATER PLAN – CLOSURE WALL: Revise limits of utility trench background on South Closure Wall.

On NAVFAC Dwg. No. 12784164

CHANGE OM101 Deck Plans as follows:

Keynote 4: Delete “backwater valve” and replace with “3” ball valve with reach rod and 2 1/2” diameter threaded plug in weather deck.”

On NAVFAC Dwg. No. 12784165

CHANGE OM301 Deck Sections - Sheet 1 of 2 as follows:

Keynote 1: Delete “backwater valve” and replace with “3” ball valve with reach rod and 2 1/2” diameter threaded

On NAVFAC Dwg. No. 12784166

CHANGE OM302 Deck Sections - Sheet 2 of 2 as follows:

Keynote 1: Delete “backwater valve” and replace with “3” ball valve with reach rod and 2 1/2” diameter threaded

---END OF AMENDMENT---

(End of Summary of Changes)

P310/P1074 Drawing Changes for Amendment 0006 Date: 08APR2019 ‐ rev. 0

Dwg Sheet

# NAVFAC # Drawing # Drawing Title Narrative Re‐issued Reason for Change 1 12783473 G‐110 PROJECT DELINEATION PLAN ‐ DREDGE OPTION X Changes to rock excavation limits 2 12783474 G‐111 PROJECT DELINEATION PLAN ‐ STRUCTURAL X Clarification for PPI response 3 12783490 G‐127 COMPOSITE UTILITY PLAN ‐ SHEET 1 OF 9 X Utility trench laterals added 4 12783491 G‐128 COMPOSITE UTILITY PLAN ‐ SHEET 2 OF 9 X Utility trench laterals added 5 12783563 CS101 CIVIL SITE PLAN ‐ CLOSURE WALL X Utility trench laterals added 6 12783580 CS118 CIVIL SITE GRADING PLAN ‐ CLOSURE WALL X Utility trench laterals added 7 12783614 CF101 FRESH WATER PLAN ‐ CLOSURE WALL X Utility trench laterals added 8 12783615 CF102 FRESH WATER PLAN ‐ BERTH 1 AND 2 X Utility trench laterals added 9 12783619 CF201 FRESH WATER PROFILE X Utility trench laterals added 10 12783620 CF301 BERTH 1 AND 2 TUNNEL SECTIONS ‐ SHEET 1 OF 2 X Utility trench laterals added 11 12783625 CF501 FRESH WATER DETAILS ‐ SHEET 1 OF 3 X Utility trench laterals added 12 12783626 CF502 FRESH WATER DETAILS ‐ SHEET 2 OF 3 X Utility trench laterals added 13 12783628 CR101 SANITARY SEWER PLAN ‐ CLOSURE WALL X Utility trench laterals added 14 12783654 CO101 BERTH 11 DREDGING PLAN X Changes to rock excavation limits 15 12783655 CO102 BERTH 11 BEDROCK REMOVAL PLAN X Changes to rock excavation limits 16 12783656 CO301 BERTH 11 DREDGE AND BEDROCK REMOVAL SECTIONS X Changes to rock excavation limits 17 12783709 SS123 SOUTH CLOSURE WALL DECK PART PLAN ‐ SHEET 1 OF 2 X Utility trench laterals added 18 12783710 SS124 SOUTH CLOSURE WALL DECK PART PLAN ‐ SHEET 2 OF 2 X Utility trench laterals added 19 12783721 SS405 SOUTH CLOSURE WALL DECK CONCRETE DETAIL ‐ SHEET 1 OF 3 X Utility trench laterals added

20 12783819 SJ107 BERTH 11 IMPROVEMENTS PLAN & ELEVATION ‐ SHEET 6 OF 6 X

21 12783820 SJ301 BERTH 11 IMPROVEMENT SECTION X Clarification for PPI response 22 12783832 SR108 CRANE RAIL FRAMING PLAN ‐ SHEET 1 OF 6 X Utility trench laterals added 23 12783833 SR109 CRANE RAIL FRAMING PLAN ‐ SHEET 2 OF 6 X Utility trench laterals added 24 12783921 SM101 MISCELLANEOUS STRUCTURES ‐ CLOSURE WALL X Utility trench laterals added 25 12784113 E‐606 CONDUIT AND WIRE SCHEDULE ‐ SHEET 2 OF 3 X Clarification for PPI response 26 12784120 FP102 FIRE WATER PLAN ‐ CLOSURE WALL X Utility trench laterals added 27 12784164 OM101 MECHANICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS X Clarification for PPI response 28 12784165 OM301 DECK SECTIONS ‐ SHEET 1 OF 2 X Clarification for PPI response 29 12784166 OM302 DECK SECTIONS ‐ SHEET 2 OF 2 X Clarification for PPI response

U:\179410601\shared\bid phase\STN backup for amendment_0006\Amendment 0006_list of dwgs.xlsx 1 of 2 4/8/2019

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.

131 3/23/2019 G‐11 Volume

1, Part

Drawing G‐11, Volume 1 part 1 shows the installation cost for the west cell and the center connector cell being paid in P310 and the east cell is paid in P1074. Is this correct?

The P310/P1074 breakdown/limits for payment between projects for the mass concrete in certain cells is defined in notes 5 and 6 on drawing G‐111. Please note that the steel sheeting for all the cells is included in P310. The plan will be revised to show the east cell and the center connector cell mass concrete is part of P1074 (the callout note and color delineation on the plan incorrectly shows the west and center cells in P1074).

132 3/23/2019

Please provide an elevation view of the east end of Berth 11, continuing Elevation A3 on sheet SJ107 (363/720) to the entrance of Dry Dock 1. Is any work intended for this area?

The elevation on SJ107 will be expanded to include the entire head end of Berth 11A. The only work on the existign bulkhead in this area are the struts referred to in Keynote 5 and shown on SJ502.

133 3/23/2019

708, NAVFAC drawing 12784164 sheet 708 of 720;

“Operations Deck Plan” keynote 24 calls for 3” drain piping and backwater valve. Piping shall penetrate exterior of caisson and drain down”, the elevation of the hull penetration is not called out or shown on any other documents, is there a specific requirement or is above waterline sufficient? There is no provided specification for the “backwater valve” please provide additional information. These same questions apply to Keynote 4 on the same drawing. Please also note that NAVFAC drawing 12784166 sheet 710 of 720 does not show the floor drains on the “operating deck”, is this an omission?

New floor drains shown on the Operations deck of Sheet OM‐101 shall be deleted. Note 24 on sheet OM‐101 shall be deleted. Dimension from Operations Deck to center line of 3" drain pipe shall be added to Sheets OM‐301 and OM‐302. The backwater valve will be deleted and will be replaced with a ball valve with reach rod and threaded plug for access in the weather deck.

134 4/3/2019 The Site and Subsurface Exploration Location Plan identies borings SFB‐2 and SFB‐3 at the proposed entrance structure. Geologic Subsuface Profile B includes these borings as well but the boring logs, rock core photos, rock core data, etc. are not included.

Please include all available information for Borings SFB‐ 2 and SFB‐3.

This information has been provided in Amendment 5.

135 4/3/2019

DWG

SJ301/

Sht

On drawing SJ301(sht 364), notation on left side of drawing states: “… Replace or Reset Gaskets see drawing SJ501 for details…”. This contract does not call for replacing any panels, so please clarify if these gaskets need to be replaced or reset

The note will be deleted. There is no panel or gasket replacment work in this contract.

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

136 4/3/2019 Please provide the boring logs for SFB‐1 through SFB‐4, along with rock cores, pictures, UCS breaks and all additional information on these borings and any other geotechnical information that will be useful in bidding this project.

This information has been provided in Amendment 5.

137 4/3/2019

DWG

SL504

/ Sht and

DWG

SA505

/ Sht

On drawing SL504 (sheet353 of 720), the rock socket detail is shown as minimum 7.75” diameter socket for the 7.625” steel casing. Section C5 shows a 7.625” diameter minimum rock socket. Similarly drawing SA505 (sheet 429 or 720) shows a 7.75” diameter socket.

Please clarify the minimum rock socket diameter for 7.625” steel casing.

Confirmed. The minimum rock socket can match the casing OD (7.625").

138 4/3/2019 Would an alternate micro pile with smaller diameter rock sockets and longer bond lengths be allowed if they still satisfy the given design criteria?

We do not object to the submission of a change to the rock socket diameter and bond lengths for approval after award. Please note that the estimated lengths provided on the drawings are based on the diameter provided on the contract drawings. The increase in estimated length related to the contractor proposed change will not result in additional cost to the Government.

139 4/5/2019

SL502

On plan sheet SL502 there is a construction joint show in detail C2 on top of the new relieving slab. Will an additional construction joint be allowed on top of the granite quay wall to facilitate construction of the Elevated Deck?

Yes.

July 2011