Sol_140P8425Q0092_Amd_0001.pdf

(x)

140P8425Q0092 x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

PPR

Point Reyes Station CA 94956-9703 1 Bear Valley Road Point Reyes National Seashore

NPS, PWR - PORE MABO

ORCA-31564108/27/20250001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

08/15/2025

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

REMOVE AND REPLACE TRAIL HANDRAILS, OREGON CAVES NATIONAL MONUMENT AND PRESERVE, JOSEPHINE

COUNTY, OREGON.

This Amendment documents NPS answers to questions received to date, as follows:

QUESTION 1: Will the contractor give any spare parts from the railing and post back to the

NPS?

ANSWER 1: Yes

QUESTION 2: Is the contractor responsible for the repair of the asphalt which is already damaged next to the post?

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Alanna Gardner

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P8425Q0092/0001

ANSWER 2: Only if the contractor damaged any asphalt putting in new posts or the damaged asphalt will compromise the new posts in the future.

QUESTION 3: The last Post located at the top of the hill in embedded in the rock wall. Do we remove it or leave it?

ANSWER 3: It depends on if the new post will be independent and not attached to the embedded post. If it needs to be attached to the existing post for structural strength, then that embedded post should be removed.

QUESTION 4: I see that the spec. call out different types of materials. Are you looking for the cost of each one? this will reflect the cost.

ANSWER 4: The RFQ instructions (see page 48) require a brief technical approach to be submitted with your quote:

Technical Approach: Submit a not-to-exceed 7-page narrative outlining your technical approach to complete the work required by this solicitation.

The narrative should detail your means and methods for accomplishing the tasks within the proposed timeline and budget, while identifying potential risks and solutions. The approach must include: 1) proposed handrail material (include specifications), 2) proposed schedule, and 3) plan to comply with safety, environmental, and accessibility regulations. Additional pages and pictures will count toward the page limit and will nWe will ask for a sample of material you choose in your proposal to be approved prior to ordering and placement.

In short, the specifications outline which types of material would be acceptable, you identify which one you propose to use in your quote.

QUESTION 5: What strength concrete is required for replacement of posts?

ANSWER 5: Standard Quikrete (4000 PSI) or equivalent.

QUESTION 6: How much weight do the handrails need to be able to support?

ANSWER 6: 200 pounds per ADA Handrail Strength

Requirements:

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140P8425Q0092/0001

ADA handrail requirements mandate that handrails and top rails must be capable of withstanding a minimum force of 200 pounds applied in any downward or outward direction. This requirement ensures that handrails provide adequate support and safety for individuals using staircases, particularly in high-traffic areas or situations where multiple people may use them at once.

The 2000 IRC (IRC Table R301.5) and other typical building codes requires that a guardrail or a handrail be able to resist a 200-pound concentrated load applied along the top in any direction, while some local codes still in effect specify a smaller load of 20 pounds per linear foot.

Period of Performance: 09/29/2025 to 12/28/2025

Joshua Haggett is designated as the NPS

Contracting Officer's Representative (COR) for this contract and will be responsible for certifying receipt and acceptance of the services rendered.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110