W912DW24Q80330001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this Amendment is to extend the solicitation closing date, provide images that w ere inadvertently not included, and provide a one-time site visit. All other terms and conditions of this solicitation remain unchanged. Accordingly, this solicitation is amended as follow s:

The closing date is hereby extended as follow s:

FROM: May 30, 2024; 12:30 p.m. (PDT)

TO: June 13, 2024; 12:30 p.m. (PDT)

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 07-Jun-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW24Q8033

X 9B. DATED (SEE ITEM 11)

21-May-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

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 Offer X is extended, is not extended.

Offer 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)

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.

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

07-Jun-2024

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW24Q8033

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been added by full text:

SITE VISIT INFORMATION

THIS PROCUREMENT IS:

100% set-aside for Small Business

SITE VISIT:

A one-time site visit is scheduled for June 12, 2024 at 9:00 a.m. (Pacific) Local Time.

Offerors wishing to visit the site shall arrive no later than 8:30 a.m. (Pacific) to 30525 SE Mud Mountain Rd, Enumclaw, WA. Proper identification is required to enter the site. The Point of Contract is Rick Emry, Dam Equipment Mechanic Supervisor, who may be contacted Monday through Thursday between 8:00 a.m. and 4:30 p.m.

OFFERORS ARE URGED and expected to inspect the site where construction is to be performed and to satisfy themselves as to all general and local conditions which may affect the cost of performance of the contract, to the extent, such information is reasonably obtainable. In no event, will a failure to inspect the site constitute grounds for withdrawal of an offer after closing or for a claim after award of the contract.

BIDDING DOCUMENTS: Register for solicitations at the following internet site:

https://sam.gov/content/home

FOR INQUIRIES AND ADMINISTRATIVE MATTERS: Contact the following individual Monday through Friday between the hours of 6:00 a.m. and 2:30 p.m. (Pacific):

Tony Doersam, (206) 764-3484, Anthony.W.Doersam@usace.army.mil Keith Rudie, (206) 764-6937, Keith.A.Rudie@usace.army.mil Rick Emry, (206) 764-3717, rick.m.emry@usace.army.mil

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

SCOPE OF WORK

STATEMENT OF WORK

Mud Mountain Dam Stop Log Placement and Removal

(Equipment w/ Operator) Enumclaw, WA

REQUIREMENTS:

The U.S. Army Corps of Engineers, Mud Mountain Dam has a requirement for 3 total crane picks. (2) of the picks are on the upstream face (listed below as #1 & #3), the remaining pick (#2 below) will require a smaller crane to accomplish. We are seeking a properly sized (see below) crane with operator to install/ remove metal stop logs.

Access to both locations have a steep grade and will take time to traverse in and out; additional counterweights will need to be brought down on a smaller truck as a tractor trailer cannot traverse the grade and switch backs. Photos are provided showing the downstream side of the dam and the location of where the crane will need to be set up. A second photo shows the crane placing the stop log.

Contractor to verify all weights and radiuses prior to mobilization. A full walk through of all the lifts will be required prior to mobilization to ensure appropriate equipment is mobilized.

Attendance at the pre-bid site visit is highly recommended on Monday, May 20, 2024, at 10:00 a.m. (Local Time, Pacific).

Contractor will need to supply proper rigging gear to attach to the Govt’ provided lifting beam (shackles provided as seen in picture attached) at a weight of 104,00lbs (beam + largest stop log). Due to the inability to access the connection points, this beam is equipped with a pneumatic cylinder pin release mechanism and is required for picks #1 & #3. Mud Mountain project personnel will operate this device.

1. Pick #1: Requirements for (3) Items - Install Tunnel Entrance Stoplogs (100k @ 40 ft approximately)

Krupp-Demag AC345 or Similar (All-wheel Drive) Capable of lifting 100,000lbs at 40’

Crane rental with operator, rigger, and rigging gear required to install 3 tunnel entrance stoplogs on R-3 intake at Mud Mountain Dam. Movement of crane, counterweights, and all other required equipment down to bottom of dam @ 960 deck and back up present an additional challenge due to grade of road. Stoplogs to be installed, weigh approx. - Bottom - 80,0001bs / Middle - 72,0001bs / Top - 52,000Ibs. (Clean and dry)

Currently scheduling appears to be early to mid-July, 2024

2. Pick #2: Remove Downstream 9-foot Tunnel Stoplog

Grove 5175 or Similar to 175 Ton or Larger (8 Wheel Drive / Hydraulic Boom Crane / Rigger and gear to make the pick) Minimum of 18,000lbs lift capacity with an estimated radius of about 100'

Crane rental with operator, rigger, and rigging gear required to remove the 9-foot tunnel stoplog and place it on the 875 deck. Movement of crane, counterweights, and all other required equipment down to bottom of dam on the downstream side and back up present an additional challenge due to grade of road. Stoplog clean weight is approximately 11,000lbs, but the required pull on the stoplog may take the weight as high a 18,000lbs.

Currently scheduling appears to be late September, 2024

3. Pick #3: Remove Tunnel Entrance Stoplogs (100k @ 40 ft Approximately)

Krupp-Demag AC345 or Similar (All-wheel Drive) Capable of lifting 100,000lbs at 40’

Crane rental with operator, rigger, and rigging gear required to install 3 tunnel entrance stoplogs on R-3 intake at Mud Mountain Dam. Movement of crane, counterweights, and all other required equipment down to bottom of dam @ 960 deck and back up present an additional challenge due to grade of road. Stoplogs to be installed, weigh approx. - Bottom - 80,0001bs / Middle - 72,0001bs / Top - 52,000Ibs. (Clean and dry)

Currently scheduling appears to be late September, 2024

LOCATION:

Equipment and operator furnished under this Purchase Order shall be delivered to and used at the Mud Mountain Dam in Enumclaw, WA.

COMMENCEMENT, PROSECUTION AND COMPLETION:

Work will begin as coordinated by the designated Emergency Management Representative. The anticipated Period of Performance is July 1, 2024, to October 15, 2024.

INSPECTION AND SUPERVISION:

All work will be coordinated with appropriate POC at time of award, Seattle District, Corps of Engineers.

SAFETY REQUIREMENTS:

Operation of equipment shall be conducted in accordance with the requirements of EM 385-1-1, “Safety and Health Requirements Manual”. All personnel are required to have PPE in accordance with EM 385 1-1. EM 385 1-1 can be found at: http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

a) Contractor will verify in EM 385-1-1 if these lifts meet the critical lift requirements.

b) Site Specific Safety Plan shall be completed in accordance with EM 385-1-1 and submitted for Government approval. An Activity Hazard Analysis shall also be included as part of the Site-Specific Safety Plan.

SECURITY:

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the QAR no later than 3 business days after the initial contract award." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file

DAVIS-BACON WAGE RATE:

Davis-Bacon Wage Rates are to be paid unless equipment is owner operated. Owner operators are reminded when a twenty-four-hour operation is in effect, and if another individual is operating this equipment, the owner operator is REQUIRED to pay that individual Davis-Bacon Wage Rates for the type of equipment operated. Some employees might not be covered under this Davis-Bacon award.

MEASUREMENT AND PAYMENT:

Payment will be made at the purchase order lump sum price for line item, Mobilization and Demobilization, payment of which shall constitute full compensation for assembling equipment at site preparatory to starting work, and for removing it there from at completion of the work under direction of the Contracting Officer.

E-Mail invoices to:

POC given at time of award. Certified Payrolls and Owner/Operator Statements should be emailed, if applicable.

LOCATION PHOTO(S):

a) Stoplog Lifting Beam

W912DW24Q8033

b) Lifting Beam Pneumatic Pin Actuator

c) Up Stream Access Road

d) Pick #1, #3, @ the 960’ deck.

Crane Location

Stoplog

Permanent Cradle (Original Position)

W912DW24Q8033

e) Downstream Access Road f)

Crane Setup Location

Stoplog

Stoplog Slot

W912DW24Q8033

(End of Summary of Changes)