Amendment 0002.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

NAVFACYSCOM MID-ATLANTIC

PWD NORFOLK

FACILITIES ENGINEERING & ACQ DIV

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3095

N4008525R2547

1 6

12/06/2024

N40085-25-R-2547

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

AMENDMENT 0002

The purpose of this amendment is to provide the following:

1. Provide responses to Pre-Proposal Inquiries.

2. Enclosure (1) for PPI #3

Pre-Proposal Inquiries

Question # Question Government Response

During the site visit, it was mentioned that normal Division 1 General Requirements for Naval Station Norfolk would apply for this project, and that there were no special QC requirements needed.

That being said, will the government allow 1 person to triple hat the site superintendent, QC manager, and SSHO roles?

1. The construction office agrees that having one site superintendent being triple hatted is acceptable.

2. However, refer to Sheet CS103, Note 3 which requires the contractor to provide commissioning services. This service/start-up/calibration must be provided by the manufacturer/supplier or approved 3rd party entity.

Can we have a list of the types of soil testing that need to be performed on any excavated soil prior to hauling off base?

JB Jones: The drawing notes indicated that no soil can be reused on the site. That is incorrect. The intent will be to reuse as much of the soil on site as possible.

Excavated soil from the site can be used as backfill at the same location in which it was excavated provided that the soil is not saturated with petroleum (e.g. oil drips out when soil is squeezed). If any excavated soil can no longer be used as backfill, the sampling frequency will be one (1) sample for every 250 cubic yards (CY) of soil. The test parameters are as follows:

Ignitability, Corrosivity, TCLP

Metals, TCLP Extraction, TCLP Mercury, TCLP Herbicides, TCLP Volatiles, TCLP ZHE Extraction, TCLP Pesticides, TCLP Semivolatiles, TCLP PCBs, TPH

DRO, TPH GRO, BTEX. The contractor proposal should add CLIN's to perform testing and disposal for 50 CY of unsuitable material in case it is necessary.

3 Does the new fueling skid require safety lights?

JB Jones: The local manufacturer and the WBDG standards allow for the addition of two mounted lights.

The model initially selected did not have the additional lights, as there were already lights in the parking area. However, the customer has requested lights. A sample design standard sheet ES507 (Enclosure 1) is attached to explain the layout. In this option, there will be two 150-watt HPS lights, each one to be mounted on one opposite end of the skid. Lights shall be approximately

12 feet above finished floor elevation. I have reached out to the local supplier to determine whether the lights feed through the single control cabinet or through an independent switch. Regardless, all Class 1, Division1, Group D requirements still apply.

4 What is the total dynamic head for the pump that we are to install?

JB Jones: Note 4 on Sheet CS102 states the pump is to be rated 600 gpm at 100 ft TDH,. However, I neglected to clean up the material list on that same sheet. Item 2 called it out as 96 ft TDH. Both would have worked, but the correct figure is 100 feet TDH.

Could the government please specify the coating requirements for the new fuel pipe being installed?

JB Jones: Refer to Note 6, Sheet CS102 for paint specifications.

These paint requirements were intended for the pump skid and piping.

6 Does the inside of the new fuel pipes need to be coated?

JB Jones: No internal coatings required.

Could the government please specify the coating requirements for the proposed steel supports for the proposed new fuel pipes.

JB Jones: Refer to Note 6, Sheet CS102 for paint specifications.

Could the government please specify options for ingress/egress to the area serving the road that is to be demolished and re-paved?

JB Jones: There can be two separate one day road closures for each individual road crossing. The road closures cannot be simultaneous. After backfilling the excavation with 21A stone, provide steel plates over the entire unpaved surfaces until the asphalt surface course work is completed.

Does a temporary road or alternate detoured access need to be installed for the time the road will be closed for utility work and pavement patches?

JB Jones: No alternate road or detour is required based on previous response (see above).

Could the government please specify and provide more detail for the proposed drainage grates located alongside the proposed fuel skid? Where does the proposed drainage grates tie into?

JB Jones: There is no proposed drainage work in this project.

Is stainless Steel an acceptable alternative for the additional fuel pipe?

JB Jones: There is no existing stainless steel conveyance piping on this installation. Keep piping as Schedule 40 steel pipe to match the existing.

The permits required to tie into the existing fuel system are unclear.

Could the government specify what that process entails.

JB Jones: The only permit for tying into the system is the "hot work" permit. The fuel terminal operators, LB&B, will operate all valves to support the work and set isolation.

They will also vac out the lines to remove the fuel. After the bulk of the fuel is removed, the construction contractor will be responsible to capture any residual fuel when the pipe is cut. The contractor will be responsible to dispose of that fuel.

The residual fuel should be a very minor amount. The hot work permit is the responsibility of the contractor to allow for cutting and welding on pipe (spark producing activities).

Additional Point of Clarification for the Testing and Acceptance of the New Pump Skid & Piping: The government will supply the JP-5 fuel to test/accept the new pump skid and piping. The fuel farm operator (LB&B) will operate the fuel offloading truck and other valves within the compound. The government will collect the "used" JP-5 fuel at a downstream location on the fuel farm. The fuel will then be considered "off spec" and be reclassified as F-76 fuel. This supply and collection operation is not part of the contractor's set of responsibilities. It is delineated here as an explanation of the acceptance of the new equipment.

How long does it take to acquire a permit to tie into the existing fuel system?

JB Jones: There is no actual permit to tie into the fuel system. As stated in a previous response, there is a "hot work" permit required. The construction office can better answer this, but this a daily activity conducted by the Fire Department.

Normally, a 24-hour notice is sufficient.

What agency on base processes the permits for tying into the existing fuel system? Could the Government provide a contact?

JB Jones: Hot work permits are issued from the Base Fire

Department. This is a standard procedure.

Could the government provide some up close pictures of the existing fueling skid’s and equipment or their placards?

JB Jones: There is a material list of components and complete schmatic of the pump skid on Sheet CS102.

Does the staging area need to be fenced in? If so, could the government provide details of the temporary fence requirements.

JB Jones: No fencing requirements.

Refer to Sheet CD102 for inlet protection measurements in that area.

Is temporary water and electric available for onsite for construction activities?

JB Jones: No

18 Please share a Sign In Sheet.

The site visit sign in sheet was posted on sam.gov on 11/26/24 under Amendment 0001 of the solicitation.

19 Is US Citizen is required in Job site?

US citizenship is not a requirement for this project. The requirement is personnel must be either a US Citizen or US personnel that can obtain a DBIDS badge and gain access to the base.

Is email submission is accepted or only PIEE for Proposal Submission?

Proposals shall be submitted via

PIEE.

The existing circuits feeding the water/low htr control panels were 40A/3P, however the new panel shows them as 20A/3P circuits. Was this the intention and will these circuits be able to power the control panel as necessary?

Dave Burnette: The actual value should be 3P-40A. This was an error on the drawing. ED701 and EP71 show incorrect values. These are existing circuits.

There is a spare 100A breaker in the existing panel. Is there existing cabling feeding this breaker, and if so, where do those cables feed to?

Dave Burnette: It is unknown whether the Spare 100A breaker in the panel has wires attached. The panel cover was not removed to verify this. The assumption is that since it is marked as a Spare that there would not be anything connected.