AMENDMENT_0001.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

SOLICITATION NO. N40085-19-R-9123 DESIGN-BID-BUILD (DBB), REACTOR SERVICING SHIP SUPPORT, BUILDING 2, PORTSMOUTH NAVAL

SHIPYARD, KITTERY, MAINE

The purpose of this amendment is to provide the site visit attendees list and provide responses to pre-proposal inquiries. The proposal due date has been extended to 23 August 2019 not later than 2:00 PM EDT.

See continuation page(s).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

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

16C. DATE SIGNED

BY 01-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 N4008519R9123

X 9B. DATED (SEE ITEM 11)

25-Jun-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 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 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

01-Aug-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:

N4008519R9123

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 0001

GC

PPI#

Section/ page no.

Paragraph Reference

Drawing Number Question Response

1 Spec 004100 and Solicitation Attachment F

The Bid Schedules specification 00 41 00 and the Price Proposal Form in Attachment F have conflicting CLIN and Option Numbers.

For example, Option 1 is the FF&E scope on the bid schedule, but option 1 on Attachment F is the Access Control System.

Please clarify which form has the proper option numbers.

See Revised Bid Schedule in Amendment 001.

2 SF104 Should the boxed CFMF header (keynote 5) that starts on the East wall extend across Corridor 308 and terminate at the CMU wall in order to create the soffit header shown on AE704 per detail B5 on AE720?

On Sheet SF104, continue the easterly most header (keynote 5) westerly to wall type “NE” which is adjacent to the CMU corridor wall. Support the end of the extended header on three 250 S 162-43 cold-formed steel jack studs located in wall type “NE” directly below the end of the header.

3 Is NAVFAC supporting final connections on Fire Alarm or are we providing devices, program and interconnection of new system? What manufacture is existing system on base?

Contractor will install complete system in Building

2. Connect the new system via radio to Base FD.

Several FA manufacturers have been used on base.

Radio connection to Base FD shall be King Fisher.

4 With respect to Security/Card Access.

Who is vendor for the devices and programmer of the card access to match the existing base system?

The Automated Access Control System (AACS) and Intrusion Detection System (IDS) equipment at the Portsmouth Naval Shipyard (PNS) is manufactured by Software House (SH) which is a subsidiary of Tyco Security Products, (Now known as Johnson Controls.)

The name of the software is called C-Cure 9000. SH also has the proprietary right to all firmware, hardware and software (cCURE9000) that supports the PNS AACS and IDS. The unique badge stock (currently over 20000 active badges are issued at PNS) is also manufactured by

SH. SIMPLEXGRINNEL

installed the AACS and IDS at Portsmouth in 2008 and has continuously maintained the systems via several support contracts since the installation was completed. The supporting components are Kantech Motion/Request to Exit detectors, Sentrol Balanced Magnetic Switches and a variety of HES Door Strikes, 1009 and 9600. Power Supplies and APS are also specific to the models Dyna Lock and Software House APS. Keypads used for IDS are IEI and heat and motion capable detectors are also installed in various circumstances. Programming of the system is done by a vetted certified integrator through Johnson Controls, sub contracted through Station Class or with other contractors. Contractors used, are Banner Corp, Coastal Contractors, CCI, Boulos, Asturian. Station Class, Minuteman, Johnson Controls, Richardson Electric, NEI Electric and

Yates. Computers to program the controllers need to be approved, permitted, vetted and (Camera Free).

5 Due to requests from multiple our subcontractors/ vendors, we request a bid extension of 3 weeks in order for them to adequately price their scope and for us to assemble a complete proposal.

An additional two weeks for submission of bids will be Provided – Moving the Bid Date from August 9 to August 23.

6 We request delivery of the proposals be changed to Portsmouth Naval Shipyard, similar to recent projects.

Delivery of the bid proposals are to be submitted as per the solicitation requirements.

7 01 44 00.22 Please confirm the intent of section 01 44 00.22 is to provide archaeological monitoring for all soil disturbing activities outside of the building only.

Yes, ground disturbance is occurring in an archaeologically sensitive area.

8 AD001 AD001 AD001 provides a Sequence of Work related to the scope for the LAN Vault relocation. This provides a prescriptive design for the temporary protective ceiling system intended to protect the remaining vault from water and dust. Please confirm, by complying with this prescriptive requirement the contractor assumes no further risk for the adequacy or performance of this system.

No, this assumption is incorrect. The LAN removal/construction sequence of work notes shown on sheet AD001 is not intended to relieve the Contractor of any liability or responsibility for the performance of this work. These notes are intended to show the intent of how to execute the work in conjunction with other work in this area and keep the LAN protected and operational during the project duration. The design and execution of the LAN work is the sole responsibility of the Contractor.

9 AD001 AD001 Can the government provide as built and shop drawings for the existing prefabricated vault to allow the contractor the ability to evaluate means and methods to remove the lid from this vault and maintain its structural integrity.

There are no existing as-built or shop drawings available for the existing prefabricated LAN vault.

10 02 41 00 1.3 Instructs the contractor to take necessary precautions to protect existing items to remain.

This includes all construction shoring and bracing to support the remaining masonry structure when primary building elements are removed. Please confirm it is the governments intent to delegate the design, installation and maintenance of all required shoring to the contractor for this project.

Confirmed. Temporary bracing and shoring is the delegated design responsibility of the Contractor. Refer to sheet S-

002, “TEMPORARY

SHORING/BRACING

NOTES FOR THE

EXISTING BRICK

MASONRY WALLS” for additional notes regarding the temporary bracing and shoring requirements.

11 1442 Per the 1442 the contract duration is 459 calendar days. Based on our early evaluation it will be very difficult to achieve this schedule. Will the government consider providing additional days for this contract duration?

Duration of the contract is to remain as stated in the solicitation.

12 01 50 00.00

3.3.7 Parking and laydown

space on the site is limited to the area shown on the plans and as directed by the Contracting Officer."

Will the contracting officer provide the contractor with layout and storage area at different locations on base.

Parking and laydown is as indicated on the Contract Documents.

13 01 11 00 Has SHPO approved the plans and specs and if not, has the review time been allotted for in the project duration

Cultural Resources: SHPO concurrence has been given for the project as presented.

14 01 14 00.00

1.17 Is 6010 training

applicable to this project and if so, please provide the requirements and time involved.

Shipyard 6010 Training should not be required.

15 01 14 00.00

A. What are the current laptop camera disabling protocols? B. What are the current MIFI use protocols?

Information is provided in Specification Section 01 14

00.00 22 1.13.8 Contractor Security Responsibilities (Page 10)

16 General In general, LEED is noted in several specifications. If this project is to follow, LEED, please provide the credit checklist, etc.

LEED Certification is not required for this project.

17 31 23 00.00

A. Is excess non-hazardous excess soils to be sampled and tested by a qualified/certified individual prior to leaving the PNSY? If so, please detail the referenced Code 106 protocols as none are noted. B. Is the Ktr or B357 responsible for the costs of transporting the excess non-hazardous soils offsite? C. Is dewatering anticipated or working with tidal flow? If the former, can an allowance be provided for conformity of bids?

A. Yes. Refer to Specification Section 31 23

00.00 22 EXCAVATION

AND FILL (PWD ME),

paragraph 1.5, h, and paragraph 3.3.4 for excavation, testing, handling and disposal of excavated non-hazardous soils requirements. Code 106 coordination and approvals are indicated in paragraph 3.3.4.

B. Refer to Specification Section 31 23 00.00 22

EXCAVATION AND FILL

(PWD ME), paragraph 1.5 h.

for excavation, testing, handling and disposal of excavated non-hazardous soils requirements.

C. Yes, it is possible that dewatering of certain excavations will be necessary, depending on the contractors operation, season, tidal fluctuations and weather events. Include all costs associated with dewatering efforts in the base bid. An allowance for dewatering efforts will not be allowed.

18 01 11 00 00 What is the anticipated amount of ledge/rock excavation in CY

Contractor is responsible for estimation of rock/ledge removal quantity necessary to complete the scope of work indicated on the contract documents.

Elevations of rock below the existing surface elevation and excavation limits are indicated on the drawings.

19 General Due to the nature of this project, will it be excluded from any and all Radon/RERO drills and if not, how much time should be figured for these drills

Exceptions to PNSY drills and Security Activities are granted on a case by case basis and will not be granted to any construction project without review of the specific security requirement, related activities, and the Government priorities at that given time period.

SPECIFICATION

SECTION 01 32 17.00 25

1.7.2.5 Anticipated Security

Delays (Page 6) outlines the requirements for the Contract.

20 Solicitation Section 00 21 16

PROPOSAL

DELIVERY

INFORMATION

n/a Based on observations and information collected during the site visit, it is requested that the Government extend the due date in order to gather more thorough pricing to provide a better pricing solution for this project. Will the Government consider an extension to the due date for price?

See Question 5 Response.

21 01 35 26.00 22 & 01 45

00.00 20

1.6.1.2 & 1.5.1.1 Section 01 33 26 says the QC manager can also be the SSHO, section 01 45 00 says the QC manager cannot be the SSHO. Please confirm that the SSMH and QC manager can be the same person?

The project will require a separate SSHO and QC Manager.

22 AE103 AE103 Calls out for an operable partition to be installed in room 211 Briefing. There is no spec section provided for this item. Please provide addition information as to what is required for this partition as prices can vary based on requirements.

See the attached Specification 10 22 39 Folding Panel Partitions in Amendment 001.

23 SD102 SD102 -Removals Keynote 1 calls out to remove existing fill to elevation of 17.87’. It appears that a portion of this area will be excavated below the exterior grades. Please confirm it is the governments intent to delegate the design, installation and maintenance of all required shoring to the contractor for this project.

Confirmed. Temporary bracing and shoring is the delegated design responsibility of the Contractor. Please note that sheet SD102 shows only demolition work, so please refer to sheet SF101 for additional excavation requirements for new foundations that extend deeper than elevation 17.83’.

24 EP501 On the online drawing EP501 it appears that the 400-amp panel PP1 is being fed from the 50 amp MTS with conductors only capable of supporting 60 amps.

There is another feeder to this panel but is only identified as LC15-10, in note 4 it states LC15-10 is a 480v feeder. There is no other information on LC15-10, this designation is normally used to identify a breaker in a panel which would be panel LC15 breaker number 10 which would be single phase not the three phase feed PP1 requires, if this is so circuit number 10 would be 277 volts not 480 and still would be incapable of providing 400 amps three phase four wire to panel PP1.

Please advise.

Panel PP1 provides one of two feeds to the MTS, the alternate being provided from Panel PP2. Panel PP1 is a 480V, 3-phase, 3 wire panel fed from circuit LC15- 10 (Load Center 15, circuit

10) with 3-1/C #500MCM conductors, via a 3-phase molded case breaker. For additional information, refer to Keynote 13 on Sheet ED501 and Panelboard Schedule “PP-1” on Sheet EP601. Change “Panel PP1” on Sheet EP501 to “Panel PP-1”. See Amendment 001.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 09-Aug-2019 02:00 PM to 23-Aug-2019 02:00 PM.

(End of Summary of Changes)