Amendment A005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A005 10/14/2025 N/A OR NPS CRLA 2018(1),

Cleetwood Trail and Marina Improvements

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056723R000010

9B. DATED (SEE ITEM 11)

08/21/2025

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

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 Offers

(__ ) is extended, ( x ) 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 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)

N/A

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.

N/A

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)

N/A

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

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

OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements

See page 2

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A005, dated 10/14/2025 OR NPS CRLA 2018(1), Solicitation No. 69056723R000010 Cleetwood Trail and Marina Improvements

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page E-3a, Subsection 102.02B, Physical Data. Adds Cleetwood Cove

Report_Golder_031317-RevA.pdf

Page F-59, Section 555 Subsection 555.07, Fabrication and Subsection 555.18 Erection adds and removes language.

Pages F-104 and F-105, Subsection 646C.04, Design and Subsection 646C.07 Fabrication and Placement removes language.

ENCLOSURES

Pages:

E-3a

F-59

F-104 through F-105

E-3a DIVISION 100

Special Contract Requirements Revised by Amendment A002 and A005 Project: OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements

102.02 Preparation of Bids. Add the following:

Follow the requirements of FAR Clauses 52.236-2, Differing Site Conditions, and 52.236-3, Site

Investigation and Conditions Affecting the Work. Offerors are urged and expected to inspect the site where the work will be performed.

102.02B Physical Data. (Added Subsection):

Data and information furnished below is for the Contractor's information. The Government will not be responsible for any interpretation or conclusion drawn from the data or information by the

Contractor.

1. crla201801_Hydraulics Memo.pdf

2. FLH Bridge oversized or overload vehicle permit request form.pdf

3. crla201801_GR 05-24 Cleetwood Cove Trail and Marina - Geotechnical Report Rev1-3_VOLUME_I.pdf;

4. crla201801_GR 05-24 Cleetwood Cove Trail and Marina - Geotechnical Report Rev1-3_VOLUME_II.pdf;

5. crla201801_GM 32-24 Summit Quarry Material Testing Rev2.pdf

6. crla201801_ Alignments.pdf

7. crla201801_Alignment_MARINA.xml

8. crla201801_Alignment_TRAIL.xml

9. crla201801_control-points.xlsx

10. crla201801_Alignment_Regrading.xml

11. crla201801_Alignment_WALL14+50LT.xml

12. crla201801_Alignment_WALL17+95LT.xml

13. crla201801_Existing-ground-surface.xml

14. crla201801_As-Built_Gas Line.pdf

15. FHWA-WFLHD Equipment Inspection Report.pdf;

16. crla201801_SWPPP-No NPDES Permit.pdf

17. crla201801_Crater Lake No Fly Zone.pdf

18. Cleetwood Cove Report_Golder_031317-RevA.pdf (Amendment A005)

F-59 DIVISION 550

Section 555. — STEEL STRUCTURES

11/01/24–FP14

Construction Requirements

555.07 Fabrication. Delete the text of the first sentence of the first paragraph and substitute the following:

Fabricate the structural steel in a fabricating plant that is certified in SBR (Certified Bridge

Fabricator – Simple), IBR (Certified Bridge Fabricator – Intermediate), or ABR (Certified

Bridge Fabricator – Advanced) or BU (Certified Building Fabricator) under the AISC Quality

Certification Program.

555.16(c)(7) Inspection. Amend as follows:

Add the following to the first paragraph:

Perform inspections within 14 days of fastener installation.

(c)(7)(b) Threaded Fasteners. Delete the text of the first paragraph and substitute the following:

Use an inspection torque wrench to verify tensioning unless DTI devices are used.

(c)(7)(b) Threaded Fasteners. Delete the last paragraph and substitute the following:

Apply the job-inspection torque to all bolts in each connection with the inspecting wrench turned in the tensioning direction. If this torque turns no bolt head or nut, the fastener is properly tensioned. Re-torque and re-inspect fasteners whose head or nut turns.

555.18 Erection. Delete the second sentence of the first paragraph and substitute the following:

Use steel erectors certified under the AISC Quality Certification Program. Erect steel according to category Certified Steel Erector under the AISC Quality Certification Program.

Alternative steel erectors that are not certified by AISC may be submitted for approval. Ensure alternative steel erectors meet qualifications of having successfully performed steel bridge erection on at least 3 projects of similar or greater complexity in the last 5 years. Submit list of projects describing applicable experience for approval.

Payment

555.21 Add the following:

Payment for lump sum pay items will be prorated based on the certified cost breakdown and the work completed.

Special Contract Requirements Revised by Amendment A005 Project: OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements marino.chea Cross-Out marino.chea Cross-Out

F-104 DIVISION 600

Special Contract Requirements

Project: OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements

646C.04 Design. Submit required documents according to Subsection 104.03. Design marina floats for the loads shown in the plans and according to the State of Oregon Building Codes

Division, 2022 Oregon Structural Specialty Code. If any loads other than those indicated are anticipated to be carried by the structure, it shall be brought to the attention of the CO immediately.

Furnish design calculations that include consideration for the gangway reaction on the landing float. Provide full buoyancy and freeboard calculations for all loading conditions.

Furnish design calculations stamped by a professional engineer licensed in Oregon and supporting data for approval in sufficient detail to permit and structural and safety review of the proposed design. Show information to allow the design of components to be checked independently. Provide catalog or equivalent data indicating a manufactured device’s recommended safe load capacity.

Submit tank, immersion, and incline test results for EPS foam-filled polyethylene drums at least

7 days before transportation.

646C.05 Drawings and Diagrams. Submit drawings according to Subsections 104.03.

(a) Fabrication drawings. Submit fabrication drawings stamped by a professional engineer licensed in Oregon according to Subsection 555.03(a). Show complete detailed dimensions and sizes of component parts of the structure and details of miscellaneous parts.

Submit product information for High Density Polyethylene (HDPE) float tubs, timber, metal framing, bolts, nuts, and all products in this section. Provide catalog cuts, pictures, specifications listing ratings, and reference specifications to which product conforms. Shop-welded splice locations shown on the drawings are subject to approval. Locate shop-welded splices to avoid points of maximum tensile or fatigue stress. Additional nondestructive tests may be required on shop-welded splices.

Float shop drawings and calculations, including ballast and installation plan, shall be submitted and approved prior to fabrication.

(b) Transportation drawings. Submit transportation drawings according to

Subsection 555.03(d).

(c) Owner’s Operation and Maintenance Manual. Provide an owner’s operation and maintenance manual describing recommendations for float system inspections, materials thickness tolerances for wearing surfaces, part replacement, inspection checklist for seasonal removal and reinstallation of the float system, any towing restrictions for seasonal transport of the float system between the service site and the winter storage site, and any other manufacturer recommendations for the float system maintenance.

Revised by Amendment A005

F-105 DIVISION 600

646C.06 Fabrication Notice. Give written notice at least 21 days before beginning fabrication work. Do not manufacture material before qualifications, test results, notification and drawings are approved.

646C.07 Fabrication and Placement. Construct marina floats according to Sections 555 and

557, as shown in the plans, as specified, and per the manufacturer’s recommendations.

Use welded connections instead of bolted connections when connecting metal members.

Fabricate the structural steel in a fabricating plant that is certified in Certified Bridge Fabricator -

Simple under the AISC Quality Certification Program.

Use steel erectors certified under the AISC Quality Certification Program. Erect steel according to category ACSE (Advanced Certified Steel Erector) under the AISC Quality Certification Program.

Provide at least one person who shall be present at all times during execution of this portion of the

Work and who shall be thoroughly familiar with type of materials being fabricated and installed and best methods for their fabrication and who shall direct the Work performed under this Section.

Make field adjustments as necessary to provide a level float system under all dead load conditions with the specified freeboard.

646C.08 Acceptance. Material for Marina Floats will be evaluated under Subsections 106.02 and

106.03. Submit production certifications, including that for materials shown in the plans, according to Subsections 106.03, 555.19, and 557.20.

Inspect steel welding according to AWS, Structural Welding Code – Steel, D1.1 (D1.1M).

Construction of marina floats will be evaluated under Subsections 106.02 and 106.04.

Fire Extinguisher, Life Rings, Safety Ladder, and Safety Station Cabinets will be evaluated under

Subsection 106.02 and 106.03.

Measurement

646C.09 Measure the Section 646C items listed in the bid schedule according to

Subsection 109.02.

Payment

646C.10 The accepted quantities will be paid at the contract price per unit of measurement for the

Section 646C pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Payment for lump sum pay items will be prorated based on the certified const breakdown and the work completed.

Special Contract Requirements Revised by Amendment A005 Project: OR NPS CRLA 2018(1), Cleetwood Trail and Marina Improvements