Solicitation Amendment W9128F26QA00550001 SF30.pdf

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 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.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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)

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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

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

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

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

Addendum to Contract Clauses

Additional Information/Notes

The following clauses were modified:

52.212-2 Evaluation-Commercial Products and Commercial Services. (Deviation 2026-O0038) Feb 2026 hereby reads as follows:

Evaluation-Commercial Products and Commercial Services (Feb 2026) (Deviation 2026-O0038)

(a) Evaluation factors. The Government will award a contract resulting from this solicitation to the responsible Offeror whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. The following factors will be used to evaluate offers:

1. Technical

a. Offeror shall name the proposed crane company to place and remove the lift from the spillway slab.

b. Offeror shall submit technical information (e.g. capacity and reach) for their proposed manlift for the inspection.

2. Past Performance

a. Offerors shall submit at least three (3) project examples from the past (2) years that demonstrate experience operating a manlift of similar size and configuration as required by the Statement of Work. Provide verifiable reference contact information or a reference letter for each project provided. Additionally, evaluation of Past Performance may be based on the Contracting Officer's knowledge of and previous experience with the Government and any information contained in the Contractor Performance Assessment Reporting System (CPARS), contained at https://cpars.gov.

3. Price

a. Offeror shall complete Attachment 2 - Pricing Schedule, located in Part 5 of the Statement of Work, in its entirety, and submit it with their quote submission. The price shall be inclusive of all costs to perform the work specified in the Statement of Work. If an Offeror does not complete

W9128F26QA0550001

all pricing items on the Pricing Schedule, the Government may determine the quote to be unacceptable.

(c) . A written notice of award or acceptance of an offer furnished to the successful Notice of award Offeror within the time for acceptance specified in the offer, shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

(End of provision)

List of Contract Documents, Exhibits, or Attachments

The attachments table has changed from:

Identifie r

Document Name

Document Description Reference Identifier

Date Line Item Page N umbers

Docum ent Type

Provide d Under Separat e Cover

0001 Statement of Work_1

Statement of Work 01 May

Attach ment

No

To:

Identifie r

Document Name

Document Description Reference Identifier

Date Line Item Page N umbers

Docum ent Type

Provide d Under Separat e Cover

0001 Statement of Work_Amd 1 Revisions

Statement of Work 18 May

Attach ment

No

The following contract documents were added:

Statement of Work_Amd 1 Revisions

The following contract documents were deleted:

Statement of Work_1

The following contract documents Page Counts were changed:

DOCUMENT PAGE COUNTS

DOCUMENT NAME FROM TO

Statement of Work_Amd 1 Revisions none

Miscellaneous text in this section has been modified to:

Attachments:

Statement of Work_Amd 1 Revisions

STATEMENT OF WORK (SOW)

MAN LIFT RENTAL IN SUPPORT OF REQUIRED HSS INSPECTION OF GARRISON DAM

SPILLWAY TAINTER GATES FOR THE OMAHA DISTRICT CORPS OF ENGINEERS

Revised 18 May 2026

Part 1 General Information

1. GENERAL: This is a supply contract to provide rental of a Man Lift for the Omaha District U.S. Army Corps of Engineers (USACE).

1.1 Description of Requirement/Introduction: The contractor shall provide all equipment, tools, vehicles, supervision, and other items necessary to provide a manlift for use by the government for inspection of the Garrison Dam spillway Tainter gates. The contractor shall place and remove the manlift from the Garrison Dam spillway.

1.2 Background: A Man lift rental is needed for an HSS (Hydraulic Steel Structure) inspections of the Garrison Dam spillway Tainter gates. Man lift rental is required to be inspected by USACE in accordance with ER 1110-2-8157 Responsibility for Hydraulic Steel Structure, and EDCR TR-07-15 Fitness-for-Purpose Evaluation of Hydraulic Steel Structures.

1.3 Objectives: The objective is to provide a rented manlift and support described in paragraph 1.1.

1.4 Scope: The scope includes lowering the man lift from the top of the spillway wall onto the spillway slab and bringing it back up upon completion of the inspection. The top of the spillway wall to the top of slab is an approximate 30-foot drop, and the additional 10-foot fence mounted above the top of the wall creates an approximate total drop of 40 feet. The crane shall be placed with the nearest outrigger 30 feet from the chute wall.

The crane should be straddled between the two monoliths at the location shown in the photo in Attachment 1 to maximize the distribution of the surcharge between the walls. Please refrain from using the crane if it has rained within the last four days. This will allow time for the drains behind the wall to reduce any hydrostatic pressure on the walls. Once crane operations are complete and the equipment is safely on the spillway, please move/store the crane further than 30ft from the spillway walls. The man lift shall be in good working condition, and the contractor shall certify that the manlift has been inspected in accordance with ANSI A92. Any deficiencies or problems noted man lifts inspection shall have been corrected and all documentation of inspection and repairs shall be available for government review prior to each inspection.

The man lift shall be provided such that HSS inspections can be performed over one 28-day period.

1.4.1 Performance Standards and Guideline Requirements: The man lift shall have the following requirements:

a. The Contractor shall provide means and methods for lowering and raising the man lift from the ground surface at the top of the spillway walls to the top of the spillway slab. The Contractor shall submit a plan to the government for approval of how this will be done and what equipment will be used to accomplish this task.

b. The man lift shall be capable of providing access for two (2) Corps of Engineers inspectors and one (1) operator to safely perform inspection within arm’s reach of all underside and exterior surfaces of the Tainter gate to be inspected. The top of Tainter gate is approximately 65 feet above the flat portion of the spillway slab adjacent to the spillway crest. The man lift will be required to reach horizontally to closely inspect the spillway gates and will be required to reach horizontally approximately 65 feet. The man lift boom shall be capable of reaching the entire downstream portion of the spillway Tainter gate form the spillway slab. See as-builts provided in the appendix. The man lift shall be able to be close enough that any portion of downstream face of the gate is within hand’s reach. The manlift shall have a minimum reach of eighty (80) feet.

c. The man lift shall be operated, inspected, tested and maintained in accordance with the manufacturer’s operating manual and ANSI A92.2 Vehicle-Mounted Elevating and Rotating Aerial Devices

d. The man lift’s basket shall be self-leveling

e. Hardhats, reflective vests, and safety glasses shall be worn while the manlift is placed onto and removed from the spillway slab.

f. The man lift shall have no oil or hydraulic fluid leaks, cracks, rust, loose or broken wires, bent switch arms, broken bolts, abraded or damaged hoses.

g. The man lift will be clean and free of dirt, oil and debris.

h. The contractor will have a first aid kit available at all times.

i. In case of mechanical failure of the manlift, the contractor shall repair or replace the manlift within 24 hours of notification by the government.

The equipment pricing shall include all miscellaneous expenses, parts, fuel, and lubricants to keep the equipment in good working condition. The Government will not be responsible for payment of downtime due to mechanical failure or any other reason within the control of, or due to the fault or neglect of the contractor.

1.5 Period of Performance: The period of performance will be from the Date of Contract Award through 30 August 2026. The Government expects that the work to be completed in June or July 2026, with actual dates to be coordinated with the Project Office and the Inspectors.

1.6 GENERAL INFORMATION

1.6.1 Recognized Holidays: The following Federal legal holidays are observed by these Omaha District installations:

New Year’s Day Labor Day Martin Luther King Jr.’s Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Juneteenth Christmas Day Independence Day

1.6.2 Hours of Operation: The contractor is responsible for conducting business, between the hours of 7:00 am and 5:30 pm Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. For other than firm fixed price contracts, the contractor will not be reimbursed when the government facility is closed for the above reasons. The Contractor must at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.6.3 Place of Performance: The work to be performed under this contract will be performed on government property at the Garrison Dam spillway, near Riverdale, North Dakota.

1.6.4 Site Visit: The government will conduct a site visit for all interested contractors on Wednesday, 6 May 2026 at 11:00 AM. Contact David Beck at the Garrison Project Office at (701) 654-7754 to RSVP a minimum of 24 hours prior.

1.6.5 Antiterrorism/Operation Security Requirements: Contractor personnel performing work under this contract must be accompanied by either Project Personnel or Personnel from the Omaha District Office while on the work site.

1.6.6 Coordination with the Project Office(s): Day to day contact with Government personnel, and telephone communication shall normally provide adequate information exchange. The Government reserves the right to schedule meetings at the Project or District Office as necessary to ensure strict compliance with the terms and conditions of the contract. Such meetings shall be scheduled, to the extent possible, at mutually convenient times, at no additional cost. However, upon notice, the contractor shall attend meetings regarding matters affecting this contract.

1.6.7 Contractor Employees: The contractor shall not employ persons for work on this contract if such employee is identified to the contractor by the Contracting Officer as a potential threat to health, safety, security, general well-being or operational mission of the facility and its population. List of personnel shall be made available in writing to the Government at the start of the contract.

The contractor shall make sure employees have valid driver license(s) before starting work under this contract and throughout the term of the contract.

1.6.8 Safety & Security Requirements: The contractor shall comply with all pertinent provisions of the Federal, State, and local regulations as stated in the applicable Safety & Health Requirements Manual per EM 385-1-1 (available on-line at: https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf). The contractor shall take or cause to be taken such additional measures as the Contracting Officer or COR may determine to be reasonable and necessary for safety and security.

The contractor shall take reasonable measures to safeguard any keys issued to them to perform the work required by the contract. All keys shall be returned to the Government upon request and/or completion of the contract. Failure to return keys can result in withholding of payment.

1.6.9 Contractor Travel: Contractor will be authorized travel expenses consistent with the substantive provisions of the Joint Travel Regulation (JTR) and the limitation of funds specified in this contract. All travel requires Government approval/authorization and notification to the Contracting Officer or COR.

Each task will have only one mobilization/demobilization charge whether it runs for one or several days. As prescribed at FAR 31.2056-46, travel costs incurred for travel in the Continental United States, Alaska, Hawaii, The Commonwealth of Puerto Rico, and territories and possessions of the United States, shall not exceed on a daily basis, the maximum per diem rates in effect at the time of travel as set forth in the Joint Travel Regulations, Volume 2, DoD Civilian Personnel, Appendix A, prescribed by the Department of Defense. Lodging and per diem apply to jobs that run more than one day. Each task order will allow for these costs based on number of days over the first day and be part of the task order pricing proposal.

Travel Costs Reimbursement Rate Air Travel (Economy/Coach) Joint Travel Regulation Website: https://www.defensetravel.dod.mil/site/premium.cfm

Auto Mileage Website: https://www.irs.gov/tax-professionals/standard-mileage-rates IRS/Joint Travel Regulation

Per Diem Website: https://www.defensetravel.dod.mil/site/perdiemCalc.cfm Joint Travel Regulation

Regulations applied to this contract are subject to change.

PART 2

GOVERNMENT FURNISHED PROPERTY, EQUIPMENT, AND SERVICES

2. GOVERNMENT FURNISHED ITEMS AND SERVICES:

2.1. Services: The Government will provide the inspection team comprising of one or two inspectors.

2.2 Facilities: The Government will provide the necessary workspace for the contractor staff to provide the support outlined in the SOW to include office space for pre-inspection and out-briefing meetings.

2.3 Utilities: Not Applicable

2.4 Equipment: Government personnel will supply their own hardhats, boots, safety goggles, safety vests and floatation devices.

2.5 Materials: Not Applicable

PART 3

CONTRACTOR FURNISHED ITEMS

3. CONTRACTOR FURNISHED ITEMS AND RESPONSIBILITIES:

3.1 General: The Contractor shall furnish all supplies, equipment, and facilities required to perform work under this contract that are not listed under Section 2 of this SOW.

3.2 Secret Facility Clearance: Not Applicable

3.3. Materials: The Contractor shall provide personal safety devices such as hardhats, steel-toed boots, safety goggles and hearing protection as required. The contractor shall also provide any miscellaneous supplies necessary for inspection such as flashlights.

3.4. Equipment: The Contractor shall furnish a man lift. The man lift shall be capable of providing access for two

(2) Corps of Engineers inspectors and one (1) operator to safely perform inspection within arm’s reach of the downstream face of the spillway Tainter gate. The attached as-builts represent the geometry that will be encountered. The manlift shall have a minimum reach of eighty (80) feet.

3.5 Submittals: For the inspection, the Contractor shall provide the following submittals for Government review and approval no less than 30 days prior to the scheduled inspection date.

a. Documentation for how the Contractor will lower the man lift down on to the spillway slab and information on equipment that will be used to accomplish this task.

b. Manufacturer’s information for the man lift and all necessary information required to show compliance with this PWS.

c. Records of most recent annual and frequent inspections per ANSI 92.2 and documentation of required safety-related repair completion.

PART 4

APPLICABLE PUBLICATIONS

4. APPLICABLE PUBLICATIONS (CURRENT EDITIONS)

4.1. The Contractor shall perform all work in accordance with U.S. Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1.

4.2 Comply with requirements of ANSI A92.2 Vehicle-Mounted Elevating And Rotating Aerial Devices.

PART 5

ATTACHMENT LISTING

5. Attachment List:

5.1. Attachment 1 –Garrison Dam Spillway Relevant As-builts

5.2. Attachment 2 – Pricing Schedule

Attachment 1

Garrison Dam Spillway Relevant As-builts and Photos

See attached as-builts for information that will aid the Contractor in selecting the appropriate man-lift and accessing the spillway slab, and site photos showing access and placement of equipment previously.

Photo showing fence referenced in Paragraph 1.4

Crane placing equipment on spillway slab, circa 2025.

Item Description

Estimated Quantity

Unit of Measure Unit Price CLIN Total

0001 Mobilization / Demobilization 1 JOB XXX

Crane services to place and remove manlift from spillway apron

1 JOB XXX

0003 Provide operating manlift 28 DAY

0004 All Remaining Work 1 JOB XXX

Notes: Prices must be entered for all items of the pricing schedule. Total amounts submitted without prices being entered on unit prices or CLIN totals will be rejected. In the case of variation between the unit prices and the CLIN total, the unit prices shall be considered the quote. In the case of variation between the CLIN totals and the cumulative total(s), the CLIN prices shall be considered the quote.

Total (Items 0001 - 0004):

W9128F26QA055

Garrison Dam - Spillway Tainter Gate Manlift Services

ATTACHMENT 2 - PRICING SCHEDULE

BASE ITEMS

KO CONTRACTING OFFICE, 1616 CAPITOL AVENUE

OMAHA, NE 68102-4901

UNITED STATES

BRIANNA WOHLERS, EMAIL: BRIANNA.N.WOHLERS@USACE.ARMY.MIL TELEPHONE: 402-995-2668

AdminBy:

SCD: PAS: