Amend 0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

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.

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 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 your 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 APPROPIRATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. 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

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.

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 (No., 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)

NSN 7540-01-152-8070

Previous edition unusable

1 3

AMENDMENT NO. 0005 8/1/25 25-0703

N40085

NAVFAC Mid-Atlantic Resident Officer in Charge of Construction 1107 A Birch Street Camp Lejeune, NC 28547-2521

See Item 6

✘ N40085-25-R-9012

07/17/25

25-0703, SERE Parking Lot Expansion Amendment 0005, Answer Requests for Information

The time and date for receipt of proposals remains 1300, 6 August 2025.

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of a proposal.

See Continuation Page(s)

N40085-25-R-9012 Amendment 0005

CONTINUATION SHEET

1. QUESTION: On Addendum #2 they redesigned the direction of the footbridge and sidewalk.

The sidewalk will meet the turn stile between RR527 & RR526. There is a swale from the woods to just before the existing sidewalk at the turnstile. the realigned sidewalk will go through the swale. Are we to fill in the swale to the new sidewalk grade?

ANSWER: Yes, fill in the swale to achieve an elevation consistent with adjacent grades. Slope the fill to convey storm water away from the buildings and toward the wetland area. Install sod on top of filled area to properly stabilize.

2. QUESTION: The length of the bridge per sheet SB103-C was 130'-6". Can you confirm if the length will remain the same?

ANSWER: Yes, the length of the bridge will remain the same.

3. QUESTION: It appears that the new alignment is over the existing LPG line and in the path of piles. Can you confirm that it is the Owners intent?

ANSWER: No. The new footbridge alignment will not be placed over the existing LPG line. The footbridge shall be installed to the southwest side of the LPG line and per amendment 2.

4. QUESTION: Lighting schedule says for SP1 pole must match existing type and height. What height are these poles?

ANSWER: 30’. The 2 existing plan south parking light poles are to be relocated per ES104-C-A and attached ES104-C. The new light poles shall match the existing light poles type, height, and light fixture configuration/type.

5. QUESTION: Can a Geotech report be supplied, if applicable?

ANSWER: Geotechnical report attached.

6. QUESTION: On the existing plans there is shown to be a 2” liquid propane gas line running through the site and now with addendum 2 the new alignment of the timber bridge seems to fall directly on the line in a few spots. Is this line still in use or abandoned?

ANSWER: The propane line is still in use. The new footbridge alignment will not be placed over the existing LPG line. The footbridge shall be installed to the southwest side of the LPG line and per amendment 2.

7. QUESTION: What is the depth of this liquid propane gas line? And will the depth of this line interfere with the excavation and placement of the new parking lot expansion?

N40085-25-R-9012 Amendment 0005

ANSWER: The contractor is responsible for surveying and locating all utilities in the project area. Contractor shall coordinate with the government for direction/resolution, if it is determined that the propane line interferes with the installation of the new parking lot.

8. QUESTION: Sheet S-001 Note 2 States that pile foundations have been designed in accordance with the geotechnical report dated Feb 10, 2023. Can this report please be provided?

ANSWER: Geotechnical report attached.

9. QUESTION: Sheet CG102-C doesn’t call out the size of the storm pipe but refers to the storm sewer schedule on sheet CG601-C. This sheet doesn’t seem to be in the plan set.

ANSWER: See attached sheet CG601 for storm pipe size.

Omit Amendment 004, Question 1 and replace previous response with the following:

10. QUESTION: Can the Government provide a drawing showing clearing limits for the bridge construction area.

ANSWER: The clearing limits for the bridge construction area is 18’. Tree canopy shall be removed per the attached tree canopy clearing details/notes. Discharging excess soil into wetland is prohibited.

11. All other terms and conditions remain unchanged.