W912DW22R00210002.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 modify FAR clause 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984), modify DFARS clause 252.222-7000 RESTRICTIONS ON EMPLOYMENT OF PERSONNEL (MAR 2000), revise the statement of w ork, revise the delivery schedule on CLINS 0001 - 0004, increase the contractor period of performance end date, and extend the closing date. All other terms and conditions remain unchanged. Accordingly, this solicitation is amended as follow s:

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 26-Sep-2022

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 W912DW22R0021

X 9B. DATED (SEE ITEM 11)

15-Sep-2022

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

26-Sep-2022

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:

W912DW22R0021

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 23-Sep-2022 12:30 PM to 20-Sep-7022 12:30 PM.

The contractor period of performance end date has increased by 110 days from 150 days to 260 days.

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

150 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018 FOB: Destination

960509

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

260 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

The following Delivery Schedule item for CLIN 0002 has been changed from:

CAGE

150 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

CAGE

260 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

The following Delivery Schedule item for CLIN 0003 has been changed from:

CAGE

150 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

CAGE

260 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

The following Delivery Schedule item for CLIN 0004 has been changed from:

CAGE

150 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

CAGE

260 dys. ANP 1 MUD MOUNTAIN DAM PROJECT OFFICE

HEIDI J SECREST

30525 SE MUD MTN ROAD

ENUMCLAW WA 98022-8010

206-316-3018

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR (APR 1984)

The Contractor shall perform on the site, and with its own organization, work equivalent to at least 15 percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

(End of clause)

252.222-7000 RESTRICTIONS ON EMPLOYMENT OF PERSONNEL (MAR 2000)

(a) The Contractor shall employ, for the purpose of performing that portion of the contract work in Washington, individuals who are residents thereof and who, in the case of any craft or trade, possess or would be able to acquire promptly the necessary skills to perform the contract.

(b) The Contractor shall insert the substance of this clause, including this paragraph (b), in each subcontract awarded under this contract.

(End of clause)

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

SCOPE OF WORK

Mud Mountain Dam Fish Passage Facility Paving

Enumclaw, WA (Revised 24 August 2022)

1. DESCRIPTION OF WORK:

Provide all plant, labor, tools, equipment, and materials and perform all work in strict accordance with this Scope of Work, all Federal, State and Local codes and regulations and all applicable industry standards to:

Upgrade the driving surface at the Mud Mountain Dam Fish Passage from gravel to paved asphalt.

The word “Provide” shall be defined as PLAN, FURNISH, INSTALL, TEST and MAKE READY FOR USE.

2. GENERAL REQUIRMENTS FOR ALL WORK:

2.1. All work will be performed near or at the MMD Fish Passage Facility. The address of the facility is 25305 SE Mud Mountain RD, Enumclaw WA, 98022.

2.2. The contractor must comply with all current OSHA regulations and the requirements contained in Engineering Manual 385-1-1 US Army Corps of Engineers Safety and Health Requirements Manual.

Prior to start of work, Government Approval is required for the Accident Prevention Plan, Work Plan, Work Schedule, Environmental Plan, and a COVID-19 Plan, Traffic Control Plan and all other submittals as identified in the Specifications.

2.3. Contractor shall abide by the most current COVID Business Activity Guidelines for Construction published by the State of Washington.

2.4. While onsite, contractors shall be easily identifiable to the government employees and the public. This can be achieved by wearing clothing with company logo, hardhats with company logo, vests with company logo, etc.

2.5. Prior to start of work, contractor shall perform utility locates for the entire area being paved.

2.6. The Fish Passage Facility will be operating during the performance of this contract. The contractor shall phase the construction work in a way to minimize interference to onsite operations. Contractor shall maintain truck access to the R&ME structure at all times. In addition, if access to the FPF employee parking lot is hindered, contractor shall designate a temporary area for employee parking.

2.7. Contractor shall provide adequate project management needed to execute this project to include fulfilling all the requirements identified in this SOW and the subsequent plans and specifications.

2.8. A designated staging area will be provided for the contractor to utilize during the performance of the contract. Staging area is identified in Attachment 01.

3. PRINCIPAL ITEMS TO BE ACCOMPLISHED ARE:

3.1. Base Bid Item 0001 – Site Preparation

3.1.1. Contractor shall develop a site paving plan per the requirements identified in the following

CLINS. Paving plan shall be approved by the government prior to start of work.

3.1.2. Contractor shall prepare the site, identified as Base Paving in Image 01 of Attachment 1, for paving. Base Paving area consists of 44,500 square feet. Preparation producers shall include but are not limited to aggregate removal, grading, and compacting.

3.1.3. Contractor shall remove up to 2.5 inches of aggregate material from the Base Paving area. For areas withing 10 feet of existing concrete/asphalt surfaces, the removal shall be up to 3.5 inches.

Contractor shall transport the removed aggregate material to Mud Mountain Dam, located approximately 7 miles away. The physical address for Mud Mountain Dam is 30525 SE Mud Mountain Rd, Enumclaw, WA 98022. Contractor shall stockpile the material within a designated 30ft by 30ft gravel holding area. Placement of material outside the gravel holding area is disallowed, even if temporary.

3.1.4. Grading shall be performed to allow the final paving surface to meet the general site parameters identified in Image 03 of Attachment 1. Image 02 of Attachment 1 captures current elevations and contours of the site. In addition, grading shall be performed so that the finished paving surface will meet the following performance criteria:

Smooth driving surface, to include the new paved area as well as transitions to existing driving surfaces Properly draining surface; no standing water observed anywhere on paved surface Surface water to drain to catch basins and/or retention pond Minimum pavement thickness of 3.5 inches

3.1.5. Site preparation shall meet the specification requirements of Section 32 11 23. AGGREGATE

AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE. Water for compaction, can be made available by the government to the contractor. Contractor shall take necessary precautions to preserve water.

3.1.6. Contractor shall make a minimum of 6 passes on the entire Base Paving area during the compaction process. Final compacted surface shall be firm and unyielding. Upon finishing compacting, the contractor shall proof roll entire area under the observation of the Government Geotechnical Engineer. Proof roll shall be performed either with a loaded water truck (2,000 gallon or larger), loaded dump truck (15 cubic yards), or a steel drum compactor.

3.1.7. A bituminous prime coat is not required to be applied if the paving takes place within 7 days of completing the preparation of the aggregate base. If paving is to be completed after 7 days, contractor shall apply a bituminous prime coat per the requirements of Section 32 12 10, BITUMINOUS TACK AND PRIME COATS.

3.2. Base Bid Item 0002 – Paving

3.2.1. Contractor shall pave the area identified as Base Paving in Image 01 of Attachment 1. The area of Base Paving is 44,500 square feet.

3.2.2. Contractor shall utilize the following asphalt mix: WSDOT CL ½ Inch PG 64-22.

3.2.3. Finished asphalt shall have a minimum thickens of 3.5 inches.

3.2.4. The final paving surface shall meet the general site parameters identified in Image 03 of Attachment 1. In addition, the finished paving surface shall meet the following performance criteria:

Smooth driving surface, to include the new paved area as well as transitions to existing driving surfaces Properly draining surface; no standing water observed anywhere on paved surface Surface water to drain to catch basins and/or retention pond Minimum pavement thickness of 3.5 inches

3.2.5. Paving shall be in accordance of the specification requirements of Section 32 12 16, HOT-MIX

ASPHALT (HMA) FOR ROADS.

3.2.6. Hot Mix Asphalt not meeting the specification requirements will be rejected.

3.2.7. Contractor shall saw cut, to create a sharp clean edge, at a minimum of 6 inches into existing paved asphalt surfaces that will be adjoining the new pavement. Tack coat shall be applied to asphalt edge of existing asphalt.

3.2.8. A flexible joint sealer rated for highway traffic use shall be applied to all joints between the new paved area and existing concrete and asphalt surfaces. Application as well as joint preparation shall confirm with the joint sealer manufacturer’s specifications and recommendations.

3.2.9. Some locations immediately near the RM&E facility may require the use of hand operated paving equipment due to access.

3.3. Optional Bid Item 0003 – Optional Paving

3.3.1. Contractor shall prepare and pave the area identified as Optional Paving in Image 01 of

Attachment 1. The area of Optional Paving is 6,000 square feet.

3.3.2. Site preparation and paving shall follow the same procedures and requirements outlined in section 3.2 and 3.3.

3.4. Optional Bid Item 0004 – Plantings

3.4.1. Contractor shall supply and plant vegetation along the 170 feet of the northern end of the paved area that is adjacent to the retention pond.

3.4.2. A total of 36, 1 gallon sized, plants shall be supplied and planted. Plantings shall occur 5 feet on center. Final location and placement of the vegetation shall be approved by the government.

3.4.3. Vegetation shall comprise of an even split between a minimum of 3 of the following species:

Mahonia Nervosa – Cascade Oregon Grape Rosa Gymnocarpa – Bald Hip Rose Symphoricarpos Albus – Snowberry Spiraea Douglasii – Douglas’ Spiraea

3.4.4. For each plant location, contractor shall excavate a 24 inch diameter hole to a depth of 24 inches, import and fill hole with topsoil, and transplant the plantings from the gallon pots. Upon completion of planting, topsoil elevation shall be flush with surrounding area.

3.4.5. Excavated material for this Bid item may be disposed of at a designated location onsite.

3.4.6. Contractor shall import and place 2 inches of mulch over all topsoil surfaces.

3.4.7. Contractor shall water all plants upon completion of planting. Contractor shall continue to water the plants per the frequency specified on the plant label, until completion of the project.

4. IMAGES/ATTACHMENTS:

Attachment 01: Images of MMD FPF Paving Attachment 02: Division 01 Specifications Attachment 03: Technical Specifications

5. PRE-BID SITE VISIT

5.1. A pre-bid site visit will be scheduled for this contract. All interested parties must contact Contracting Specialist and the Project Manager (PM) at least 24 hours prior to the site visit in order to register for the site visit.

6. CONDITIONS AFFECTING WORK

6.1. Work Coordination:

6.1.1. The Contractor shall attend a kickoff meeting prior to commencing any work activities. The

Contractor shall contact the PM within five (5) days of award to set a date and time for the kickoff meeting. The Contractor shall submit the schedule shall be in sufficient detail to identify all aspects of the work including any special circumstances or conditions. The schedule shall show project tasks with durations and start and finish times. The contractor must present the schedule during the preconstruction meeting.

6.1.2. During performance of this work, weekly coordination meetings are required. The Contractor’s Superintendent shall schedule the weekly coordination meeting with the Quality Assurance representative or the site lead.

6.2. Interface with Others:

6.2.1. Work under this SOW shall be planned and accomplished in a way to minimize any interferences and inconveniences to the government, the public, and private entities in the area.

The Contractor is responsible for daily cleanup of all work areas and securing their property.

6.3. Work Restrictions:

6.3.1. Working Hours: The Contractor is required to work within the hours of 0700-1600, Monday through Friday. Any requests to work outside of these hours require a seven (7) working days written notification to the Contracting Specialist. There is no guarantee that such a request will be approved. Work will not be performed during Federal Holidays.

6.3.2. Laws, Rules, Regulations and Compliance: All Contractor and subcontractor employees shall observe and comply with all applicable local, State and Federal laws, rules and regulations, including those concerning fire, safety, sanitation, COVID, security, noise, vehicle operation, and hazardous material handling while performing this contract. All work shall meet or exceed applicable industry standards related to materials and workmanship. The Contractor shall be responsible for obtaining any permits, approvals or licenses required to perform the work.

6.3.3. Safety Requirements: The current edition of the U.S. Army Corps of Engineers Safety and Health Manual, EM 385-1-1 (30 Nov 2014), shall be considered a part of this contract and will be enforced as such. The most recent Safety Manual can be found here:

https://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1- 1.pdf

6.3.4. The PM and Contracting Specialist shall be notified immediately of any deviations or variations from the applicable Specification or Reference Drawings or this Performance Work Statement.

6.4. Security:

6.4.1. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes

6.4.2. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

6.4.3. 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 Contracting Specialist and PM no later than 10 business days after the initial contract award.

7. FACILITIES:

7.1. Contract will have to provide their own temporary bathroom facilities.

7.2. Water can be made available, from existing sources, for the contractor to utilize in the performance of this contract. No other utilities will be made available to the contractor.

7.3. In addition to the requirements of any other contract clauses, the Contractor shall protect all Government property within the work are and shall be responsible for any damage to Government property and private property caused by Contractor or subcontractor personnel during the performance of this contract.

7.4. Contractor will be given temporary access to the facility.

8. SUBMITTALS:

8.1. Refer to the Specifications, found in Attachment 2 and Attachment 3 of this SOW, for the submittals associated with this contract.

9. PERFORMANCE PERIOD:

9.1. The Contractor is required to commence work under this contract within ten (10) calendar days after the date the Contractor is issued the Notice to Proceed (NTP), prosecute the work diligently, and complete all work within 90 260 days of NTP . The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

9.2. The Government may choose to award all or none of the Option Items. The Optional Items may be awarded at the same time as the base items or any time within 60 days of the initial award. Award of the Optional Items will not extend the period of performance.

10. POINTS OF CONTACT:

Project Manager – Vyacheslav Govorushkin Phone: (206) 764-6748 Email.: Vyacheslav.v.govorushkin@usace.army.mil

(End of Summary of Changes)