Solicitation For Multiple Award Task Order Contracts (MATOCs) for Design Bid Build Land Based Construction Projects assigned to the Rivers Districts (LRH, LRL, LRN & LRP) of the U.S.

Army Corps of Engineers, Great Lakes and Ohio River Division.

LD 53 ACCESS ROAD, PULASKI COUNTY,

OLMSTED, IL

P2: 112574

Design-Bid-Build Specifications - Vol. 2 Certified Final Design

19 March 2025

W912QR-60440629

MATOC

W9123723D0004 thru 23D0007 All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

RRS-A: 1200A Disposition: Permanent

W912QR-60440629_Specs-0000

W912QR-60440629: Olmsted Access Road 53 Repairs

REPLY T O

ATTENTION OF

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE, KENTUCKY 40201-0059

CELRL-CT

Aleut Flood Management, LLC 5775 Mark Dabling BLVD Colorado Springs, CO 80919

Massillon Construction and Supply LLC 1245 Raff RD SW Canton, OH 44710

March 2026

Brannon Contracting & Maintenance Services, LLC 1510 Moxahala AVE Zanesville, OH 43701

MI – DE – CON, Inc.

3331 S 3rd Street Ironton, OH 45638

Dear MATOC Contractors:

Reference is made to your Indefinite Delivery Indefinite Quantity Contracts, Numbers W9123723D0004 through W9123723D0007, Multiple Award Task Order Contracts (MATOCs) for Design Bid Build Land Based Construction Projects assigned to the Rivers Districts (LRH, LRL, LRN & LRP) of the U.S. Army Corps of Engineers, Great Lakes and Ohio River Division.

Request for Proposal (RFP) W912QR-60440629 for Olmsted Access Road 53 Repairs. We request that you submit a price proposal for all labor, materials, and equipment, to repair asphalt, gravel patch areas, wingwalls and headwalls, and culvert replacement at Olmsted Locks and Dam in Olmsted, Illinois in accordance with the drawings and technical specifications included below.

The basis for award for this task order will be lowest price. Please complete and return the Price Breakout Schedule with your proposal. The submitted price breakdown should include sufficient detail to allow the Government to verify that your proposed price incorporates the binding rates from your base contract. Any level of effort shown in the submitted information will not be used for evaluation purposes and will be used only to ensure that the proposal is in compliance with the binding rates from the base contract.

PLEASE NOTE: Wage Rates will be in effect for Construction Services and are attached to this RFP. The effective DBA Wage Rate for this requirement is IL20260016 dated 02 January 2026 Illinois - Heavy and Highway.

Please note, as stated in the Base Contract, the following clauses have been updated to reflect the specific Task Order requirements:

• FAR 52.211-10 Commencement, Prosecution, and Completion of Work.

• FAR 52.211-12 Liquidated Damages-Construction.

• FAR 52.211-13 Time Extensions.

• DFARS 252.236-7001 Contract Drawings and Specifications.

• FAR 52.236-4 Physical Data.

• FAR 52.236-1 Performance of Work by the Contractor.

Offerors shall allow for Government acceptance of proposals for 60 calendar days from the date proposals are due. Any proposal that does not allow acceptance for 60 days will not be considered and will be rejected.

Payment and Performance Bonds will be required for this project. The Notice to Proceed will be issued after receipt and approval of the bonds.

All questions regarding this Request for Proposal (RFP) must be submitted through ProjNet by 0 April 2026 by following the attached ProjNet instructions.

If an offeror believes that the requirements in the RFP contain an error, omission, or are otherwise unsound; the offeror shall immediately notify the Contract Specialist in writing with supporting rationale. The Offeror is reminded that the Government reserves the right to award this RFP based on the initial proposals, as received, without discussion. Page Numbering may not be in order.

Contractor’s acknowledgment:

Andrew J. Fleming Contracting Officer

Name:

Date:

Firm:

Signature:

RELEASE OF CLAIMS – FINAL PAYMENT

FOR

Contract No.: ___________________________ Task Order: ___________________

Pursuant to the terms of Contract No. _____________________, dated , (hereinafter called the Contract) the undersigned Contractor ____________________________ (hereinafter called the Contractor) hereby acknowledges that it has requested final payment in the sum certain amount of

(Dollars) $ for Task Order under the

Contract. The Contractor further understands and agrees that final payment of the above-stated sum to the Contractor, or its assignees, if any, constitutes compensation in full on behalf of the

Contractor, and its subcontractors and suppliers, for all costs and markups directly or indirectly attributable to work performed under Task Order_______________, including any modifications or changes thereto, except for the following claims:

If NONE, the undersigned Contractor shall initial here: _______________

In consideration of final payment of the above-stated sum, which has been or is to be paid under the

Contract for Task Order _______________ to the Contractor or its assignees, if any, the Contractor, upon payment of said sum by the UNITED STATES OF AMERICA (hereinafter called the

Government) does hereby release the Government, its officers, agents, and employees from any and all liabilities, obligations, claims, and demands of any kind arising out of or under Task

Order_______________, except for those expressly reserved above.

Executed this____ day of _______________ , ___________.

By ______________________________

(Signature)

(Printed Name)

(Title)

WITNESSES:

(Signature) (Signature)

(Printed Name) (Printed Name)

(Address) (Address)

Special Instructions

With this Request for Proposal (RFP), the Contractor shall furnish all necessary management, personnel, materials, supplies, tools, equipment, fuel, and vehicles, except as otherwise provided herein, required to provide roadway surface repairs and construct new headwalls, wingwalls and a culvert replacement for Access Road 53 at the Olmsted Locks & Dam located at Olmsted, Illinois, as specified and in strict accordance with all Terms, Conditions, General, Specific and Technical Provisions, Drawings, Attachments, Exhibits, etc., contained herein or incorporated by reference. The Contractor’s work and responsibility shall include all planning, programming, administration, management, supervision, communications and inspection necessary to assure that all services are conducted in accordance with the contract requirements and all applicable Federal, State and local laws and regulations. The Contractor is required to attend a pre-performance meeting to be scheduled by the Technical Point of Contact (TPOC).

LOCATION:

Olmsted Locks and Dam 637 New Dam Road Olmsted, IL 62970

This procurement is 100% set-aside for Small Business on MATOC Contracts W9123723D0004 through W9123723D0007, NAICS 237990 (Size Standard: $45 Million).

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the contractor.

One award will be made from this Solicitation. The contract award will be based on Lowest Price to the Government.

The solicitation will be available on the web only. Faxed, telephoned, or mailed requests for this solicitation will not be honored.

To download the solicitation for this project, contractors are required to register at the Federal Contract Opportunities website at SAM.gov.

Technical questions pertaining to this project shall be posted to ProjNet per the instructions incorporated into the solicitation. Contractors are NOT to contact the Technical Point of Contact(s) (TPOCs) listed about the solicitation until an award has been made.

No site visit will be held for this project. Please refer to the attached specifications, drawings, and pictures included in the Request for Proposal (RFP).

Proposals will not be accepted for quantities less than the quantities specified in the price breakout schedule. Failure to submit a fully completed price breakout schedule with a unit price and total cost for all items listed will be considered as a material deviation from the requirements of the RFP and the proposal will be rejected.

Proposals are due on 10 April 2026 at 01:00 PM Eastern Time. All proposals shall be submitted through PIEE per the instructions incorporated into the solicitation. Fax, telephoned, or mailed submittals will not be accepted.

For contractual questions, please contact Justin McPherson at (502) 315-7057 or by e-mail at justin.m.mcpherson@usace.army.mil.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

NOTICE TO POTENTIAL BIDDERS/OFFERORS: In accordance with DFARS 204.7302, Contractors and subcontractors are required to provide adequate security on all covered contractor information systems.

Contractors are required to implement National Institute of Standards and Technology (NIST) Special Publication (SP) 800- 171Revision 2 by inclusion of clause at 252.204-7012 (Dev), Safeguarding Covered Defense Information and Cyber incident

Reporting, are required at time of award to have at least a Basic NIST SP 800-171 DoD Assessment that is current (i.e., not more than 3 years old unless a lesser time is specified in the solicitation).

SPRS provides storage and access to the NIST SP 800-171assessment scoring information. To access the NIST SP 800-171 Assessments module, users must be registered in the Procurement Integrated Enterprise Environment (PIEE) https://piee.eb.mil/ and be approved for access to Supplier Performance Risk System (SPRS).

The NIST SP 800-171 DoD Assessment Methodology is located at:

https://www.acq.osd.mil/asda/dpc/cp/cyber/safeguarding.html#nistSP800171

Vendor Help and Training Tutorials are available at https://www.sprs.csd.disa.mil/nistsp.ht

Note: Page numbering in this document may not be accurate

PROJNET INSTRUCTIONS

BIDDERS QUESTIONS AND COMMENTS

Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet. As noted below, Bidders shall not submit their proposals via ProjNet.

Bidders shall submit their proposals in accordance with the provisions stated in the solicitation.

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Number is: W912QR-60440629 The Bidder Inquiry Key is: Y5QV3B-4QQWKP

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency: This should be marked as USACE.

3. Key: Enter the Bidder Inquiry Key listed above.

4. E mail: Enter the email address you would like to use for communication.

5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency: This should be marked as USACE.

4. Key: Enter the Bidder Inquiry Key listed above.

5. E mail: Enter the email address you used to register previously in ProjNet.

6. Select Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system. From this page you may view all bidder inquiries or add an inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team. Deadline for all questions via ProjNet will be five (5) days before the solicitation closing date. All questions will be answered by the Government within two (2) days before the solicitation closing date.

Bidders are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

PIEE INSTRUCTIONS

ELECTRONIC PROPOSAL SUBMISSION

Offerors shall submit one (1) electronic copy of their offer via the Procurement Integrated Enterprise Environment (PIEE) Solicitation Module before the time and date specified on the Request for Proposal (RFP) letter. No paper copies, CDROMS, facsimile, or DoD SAFE submissions will be accepted.

A User ID and Password are required to access PIEE. Offerors are required to self-register as a Vendor or Contractor with the user's CAGE code(s) and must have an active registration in the System for Award Management (SAM) prior to the PIEE registration process.

1. Instructions for registering in PIEE:

a. Navigate to htps://piee.eb.mil/

b. Select Register [top right]

c. Select Vendor

d. Create a User ID and Password and follow the prompts [next]

e. Create Security Questions [next]

f. Complete your User Profile Information [next]

g. Complete your Supervisor or Approving Official Information [next]

h. Complete Roles

i. Step 1. Select SOL-Solicitation

ii. Step 2. Select Proposal Manager

iii. Step 3. Click Add Roles

iv. Step 4. Fill in your Location Code (CAGE Code) [next]

i. Provide a justification for your registration [next]

j. Follow the remaining prompts to submit your registration

2. Instructions for Electronic Proposal Submission in PIEE Solicitation Module:

a. Log into PIEE and select the Solicitation Icon.

b. Enter search criteria to find the solicitation. (Search Criteria can be the complete solicitation number, Solicitation Open Date, Response Due Date, Product or Service Code, NAICS, Set Aside code, Place of Performance Zip Code, Contracting Office DODAAC, or Status)

c. The search results display. Select the Solicitation Number link to open the solicitation.

d. The solicitation displays. The information is view only.

e. Scroll down to see the Contract Information and Attachments. The Attachments can be viewed by selecting the File link. Scroll back up to the top of the screen and click the Offer tab.

f. Click the Offer tab to Add and review current offers on the Solicitation. Click the Add button to add an offer to the Solicitation.

g. Select the applicable CAGE Code for which submitting the offer for. The list is prefiltered based on the CAGEs in the Proposal Manager’s profile.

h. Upload the attachments that comprise the offer by selecting the Choose Files link.

i. After entering all necessary information enter a Signature Date and Click the Signature button.

j. The Sign Document pop-up will be displayed requiring the user to enter a Digital Pin and One Time Password (OTP). Click the Sign and Submit button to continue.

k. After successfully adding the Offer a success message of the submission will be displayed and the offer displayed collapsed. Users may expand and view all their offers on a Solicitation.

File Size Limitations: Offerors are advised to follow the above instructions for uploading files. If needed, Offerors are advised to break the files down into smaller sections in order to upload it to the system. In such cases, please divide the sections as logically as possible and be sure to clearly name the files as specified below.

File Naming Convention: To ensure your submission is received and processed appropriately, it is important that interested parties CAREFULLY ensure their electronic files adhere to the following naming convention:

• W912QR- _FIRMNAME_VOLUME_I

• W912QR- _FIRMNAME_VOLUME_II

Each file name shall begin with the solicitation number followed by the firm’s name and a brief file description.

Please see examples above. (***NOTE: The PIEE Solicitation Module will replace special characters and spaces in the attachment filename with underscores “_”***)

File Organization: Although hard copies are not accepted, each file shall be clearly indexed, and logically assembled. Font size shall be 11 or larger. Pages shall be letter sized (larger page sizes (such as 11x17 fold-outs, etc.) will be counted as two pages. Proposals shall be in a narrative format, organized and titled so that each section of the proposal follows the order and format of the factors. Information presented should be organized so as to pertain to only the evaluation factor in the section that the information is presented. Information pertaining to more than one evaluation factor should be repeated in each section for each factor.

Upload Completion & Deadline: Offerors are highly encouraged to become familiar with the PIEE Solicitation module well in advance of the proposal due date. Interested offerors shall submit proposals no later than the date specified on the solicitation document. The time & date of proposal receipt will be the upload completion / delivery time & date recorded within PIEE Solicitation module. Do not assume that electronic submission will occur instantaneously. Large files will take some time to upload. Offerors should time their upload effort with prudence by not waiting until the last few minutes—this will allow for unexpected delays in the transmittal process. Offerors are encouraged to keep a copy of the upload confirmation for their record. Submissions after the deadline will be considered late and will be processed in accordance with FAR 15.208.

Electronic Files: Files shall be in their native format (i.e. doc, xls, ppt, etc.), or if in pdf format, shall be in searchable text. Text and graphics portfolios of the electronic copies shall be in a format readable by Microsoft Office or Adobe applications. Data submitted in a spreadsheet format shall be readable by MS Excel (all cells and formulas should be unlocked).

Any information, presented in a proposal that the Offeror wants safeguarded from disclosure to other parties must be identified and labeled in accordance with the requirements of Provision “FAR 52.215-1, Instructions to Offerors – Competitive Acquisition (Jan 2017),” subparagraph (e), which is found in 00 21 00 Instructions of the Solicitation.

The Government will endeavor to honor the restrictions against release requested by Offerors, to the extent permitted under United States law and regulations.

For training and help using the PIEE Solicitation module, reference the links below.

• New User Information and Help: https://piee.eb.mil/xhtml/unauth/help/helpvendors.xhtml

• Vendor Customer Support:

https://piee.eb.mil/xhtml/unauth/web/homepage/vendorCustomerSupport.xhtml

Section 00 70 50 Clauses and Provisions

The following clauses and provisions are added or updated to this solicitation. Clauses will remain part of the resulting task order that is awarded:

52.211-10 Commencement, Prosecution, and Completion of Work.

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than one hundred eighty-one (181) calendar days after Notice to Proceed is issued.

The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 Liquidated Damages-Construction.

LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)

(a)If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $760.00 for each calendar day of delay until the work is completed or accepted.

(b)If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

52.211-13 Time Extensions.

Time Extensions (July 1990)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

(End of clause)

252.236-7001 Contract Drawings and Specifications.

CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall—

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general—

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

See Drawing Sheet Number G0001.

(End of clause)

52.236-4 Physical Data.

Physical Data (Apr 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys no core s available in Louisville for examination.

(b) Weather conditions National Weather Service – Central Region. The Contractor shall make his own investigations as to weather conditions at the site. Data may be obtained from various National Weather Service (NWS) offices located generally at airports of principal cities, the nearest to this project being: Olmsted, IL.

(c) Transportation facilities: N/A

(d) Historical data for all areas may be obtained from:

U.S. Department of Commerce

National Climate Center

Federal Building

Asheville, N.C. 28801

(End of clause)

52.236-1 Performance of Work by the Contractor.

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 twenty (20) 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)

Dam Rd 53 – Statement of Work

STATEMENT OF WORK

1. GENERAL

The contractor shall repair the asphalt, gravel patch areas, wingwalls and headwalls per design drawings attached to this contract. The contractor shall replace a culvert structure including headwalls and wingwalls per design drawings attached to this contract. The work will begin after contract award.

The contractor shall field verify all dimensions, geometry, and fit ups prior to fabrication and installation.

Existing construction shown is based on existing construction documents and general construction practice and is not guaranteed to be true or exact.

The contractor shall field verify all existing conditions relevant to his work prior to construction. Details not specifically indicated shall be similar to details shown for similar conditions. The contractor is also responsible for the timely and proper disposal of all waste and removed materials related to their repairs from the facility.

The contractor shall remove existing damaged asphalt and or gravel on the top of roadway on Dam Rd 53 to the depth and extent specified by the design drawings. The contractor will not damage existing roadway during pavement removal. The contractor will prepare the asphalt surface for bonding and will then install new asphalt.

The contractor will seal the perimeter of the crack within the culvert to prevent grout blow-out. The contractor will bore additional holes and seal the cracks via pressure grouting.

In case of disagreement between the statement of work and the contract task order, the contract task order supersedes the statement of work.

The POC’s information is as follows:

Project Manager: Aaron Steele 600 Dr. Martin Luther King Jr Pl, RM 872

Louisville, KY 40202 Phone number: (502) 315-6372

E-mail: aaron.b.steele@usace.army.mil

Contract Commencement and Completion Dates

The Notice to Proceed (NTP) for the work outlined in the base price breakout schedule (Item No.

is estimated to be 01 May 2026 based on PALT, but no more than thirty (30) calendar days from the award of the contract.

Offsite preparations, including work related to submittals, shall commence ten (10) calendar days from receipt of the NTP for the base price breakout schedule.

On-site preparation is encouraged to begin as soon as possible after NTP, subject to approval of the work plan.

All onsite work to be completed as established in this contract within one hundred (1 ) calendar days from NTP.

There shall be a pre-work construction meeting between the Contractor, the Contracting Officer Representative (COR), and the Project Manager (PM) prior to the start of work.

f. Prior to start of work, the Contractor shall submit a construction plan. The contractor shall coordinate work with the COR, including schedule, site access, equipment and material storage, disconnections, temporary utility outages, and temporary handrail removals. Coordination will be crucial part of this project due to many moving parts.

Project Stages – Work Schedule/Restrictions

Responsibilities and Site Conditions

The Contractor shall be fully responsible for the purchase/rental, delivery, and placement of necessary equipment to complete the job without assistance from the HCF. This equipment may include but is not limited to: Manlifts, cranes, forklifts, elevators, toolboxes, scaffolding, air compressors, pumps, welders, and dumpsters.

The Contractor is fully responsible for the transportation of the concrete mixture and its pouring/forming appurtenant items to the worksite.

Fueling of equipment will follow all local, state and federal Spill Prevention and Countermeasure (SPCC) regulations. Fuel will not be provided by the HCF or the lock.

Existing break areas, offices, latrines, and showers are not available for contractor use. It is recommended that the contractor bring portable restrooms and a break room. There will be a designated laydown area and it is identified in sheet G-003.

Pre-proposal Site Visit

A site visit will not be conducted.

Payment Procedures and Additional Work At no time should the Contractor perform additional work outside the scope of this contract without the prior authorization of the Contracting Officer, and no work shall be performed that will cause the Contractor to exceed the Contract Price. Work performed without a binding contract document authorizing such work shall result in the Contractor not being paid for that work performed. During the course of the Contract, any additional work determined to be needed may be requested by the Contracting Officer for a Contract Modification. Each interested Contractor shall examine the contract drawings, participate in pre-proposal site visit and assume the responsibility for quantities, materials, critical dimensions, and work conditions used in order to calculate a proposal.

Wage Rates

The U.S. Department of Labor (DOL) wage rates apply to this work and are included. The

Contractor is required to provide payroll documentation for all work performed under this

Contract.

2. DESIGN GUIDANCE

I. ACI 318 Building Code Requirements for Structural Concrete and Commentary II. ACI 301 Specifications for Structural Concrete III. ACI 423.10R-16 Guide to Estimating Prestress Loss IV. AISC Steel Construction Manual, 14th Edition V. ASTM C39/C39m Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens VI. ASTM C494 Standard Specification for Chemical Admixtures for Concrete VII. AWS D1.1 Structural Welding Code VIII. EM 385-1-1, Safety and Health Requirements Manual

IX. EM 1110-2-2104

X. Markland L&D Periodic Inspection No. 12, Periodic Assessment No. 1 XI. Precast/Prestressed Concrete Institute Design Handbook 7th Ed.

XII. SSPC-SP10 Near-White Blast Cleaning

3. REFERENCE DRAWINGS

The construction process shall conform to the attached drawings, which form a part of these specifications.

SHEET INDEX

Sheet Numbe r

Sheet Title

GI001 COVER SHEET

GI002 SITE AREA & VICINITY

GI003 OVERALL PHOTOGRAPHY LOCATION PLAN

GI004 PHOTOGRAPHY LOCATION PLAN

GI005 PHOTOGRAPHY LOCATION PLAN

GI006 SITE PHOTOGRAPHY

GI007 SITE PHOTOGRAPHY

GI008 SITE PHOTOGRAPHY

VF101 OVERALL SITE SURVEY

VF102 SITE SURVEY

VF103 SITE SURVEY

VF104 SITE SURVEY

VF105 SITE SURVEY

VF106 SITE SURVEY

VF107 SITE SURVEY

VF401 CONTROL POINT DESCRIPTIONS

CD101 OVERALL DEMOLITION

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CD104 DEMOLITION PLAN

CD105 DEMOLITION PLAN

CD106 DEMOLITION PLAN

CD107 DEMOLITION PLAN

CS101 OVERALL SITE PLAN

CS102 SITE PLAN

CS103 SITE PLAN

CS104 SITE PLAN

CS105 SITE PLAN

CS106 SITE PLAN

CS107 SITE PLAN

CS201 CULVERT PROFILE

CS202 ROAD PROFILE

CS501 CIVIL DETAILS

CS502 CIVIL DETAILS

S-101 STA 31+15 CULVERT - ASSEMBLY ISOMETRIC VIEW

S-102 STA 31+15 CULVERT - WINGWALL ISOMETRIC VIEW

S-103 STA 31+15 CULVERT - PLAN VIEW

S-104 STA 3+75 CULVERT - ASSEMBLY ISOMETRIC VIEW

S-105 STA 3+75 CULVERT - WINGWALL ISOMETRIC VIEW

S-106 STA 3+75 CULVERT - PLAN VIEW

S-301 STA 31+15 CULVERT DETAILING

S-302 CULVERT – WINGWALL ASSEMBLY SECTIONS

S-303 WINGWALL REINFORCEMENT DETAILS

4. OPERATIONAL AND SECURITY REQUIREMENTS

Access and General Protection/Security Policy and Procedures. 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.

Suspicious Activity Reporting Training. The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

Pre-screen candidates using E-Verify Program. 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 COR 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.

Supplemental Security Requirements. All Contractors and subcontractor employee(s) working on this contract who require access to any Louisville District Lake Projects and Lock and Dam Projects shall receive authorization to be on site at these facilities based upon a favorable background investigation in accordance with “Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors” (HSPD 12). The Louisville District Security Management Office shall submit contractor(s) personal information to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee’s suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on the contract based upon the results of the background investigation provided by the Louisville District Security Office. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Louisville District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

FOR ALL LOUISVILLE DISTRICT CONTRACTS:

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee to the Louisville District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted access to Louisville District facilities.

The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working,

(2) Project Name, (3) Contract Number (4) Task Order Number when applicable, and (5) US Citizens Security Access Form or Pre-Bid/Site Visit Form; each employee working on site must have a background investigation form submitted directly to the Louisville District Security Office.

The Contractor must provide a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State) and Driver’s license number if available. It is the Contractor’s responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

Contractors shall have background checks completed for their employees annually in the case of Contracts with an initial period of performance (POP) greater than 1 year and those Contracts with Options or Modifications Which Extend the POP beyond 1 year. For instance, if the employee was cleared in May of 2023, they shall be cleared again in May of 2024. It is the Contractor’s responsibility to ensure that each employee’s security is up to date.

Failure to comply may lead to possible removal from the project/jobsite.

The Contractor must ensure if new employees are brought in to work on an existing Contract with the U.S. Army Corps of Engineers (USACE), they must process the employee through the Louisville District USACE Security Office for background purposes.

The Contractor shall contact the Louisville District Security Office by phone, letter, or email at the following numbers/addresses:

CELRL-SM

600 Martin Luther King Jr. Pl

Louisville, KY 40202

Charles R. Tanner, phone (502) 315-6929; email Charles.R.Tanner@usace.army.mil

James R. Milner, phone (502) 315-6916; email James.R.Milner@usace.army.mil

FOR CONTRACTORS REQUIRING DOD COMMON ACCESS CARDS (CAC):

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). Fingerprints are captured electronically at the closest Army Recruiting Station to the contractor’s home of record or at the USACE, Louisville District Security Office.

Contractor shall report any changes in personnel, or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Louisville District Security Office will conduct an initial criminal check based upon the information provided. If there are no issues, the Louisville District Security Office will make recommendations to the PCO or their Designated Representative. The Louisville District Security Office cannot give approval due to unfavorable report(s). The Louisville District Security Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise the Contractor of the decision.

FOREIGN NATIONALS:

The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters staff to complete. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, “Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives” dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers’ contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following: a U.S. passport, Certificate of U.S. Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, the Contractor is encouraged to work closely with the Louisville District Security Office. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the contractor / subcontractor from beginning work.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.

5. CORPS COORDINATION

I. The Contractor shall constantly be in coordination with the COR. Weekly update conference calls will be scheduled at the preconstruction conference for the time that the HCF is on site.

6. SUBMITTALS

The government review period for submittals shall be 2 weeks unless noted otherwise in the Task Order contract.

7. CONSTRUCTION QUALITY CONTROL MANAGER (CQC MANAGER)

The contractor shall identify as CQC manager, an individual within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the contractor. The CQC manager shall be a construction person with a minimum of 5 years in related quality management.

This CQC manager shall be employed by the prime contractor and be on the site at all times during construction.

Alternate(s) for the CQC manager shall be identified to serve in the event of the CQC manager's absence. The requirements for the alternates shall be the same as for the designated CQC manager.

8. SITE SAFETY AND HEALTH OFFICER (SSHO)

The SSHO must meet the requirements of EM 385-1-1 section 1 and ensure that the requirements of 29 CFR

1926.16 are met for the project. Provide a safety oversight team that includes a minimum of one (1) person to function as the site safety and health officer (SSHO). The SSHO or an equally qualified contractor's safety program and government-accepted accident prevention plan. The SSHO’s training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.a.17, entitled site safety and Health officer (SSHO), and all associated sub-paragraphs.

A competent person shall be provided for all of the hazards identified in the contractor's safety and health program in accordance with the accepted accident prevention plan and shall be on-site at all times when the work that represents the hazards associated with their professional expertise is being performed. The designated representative/alternate shall always be at the work site to implement and administer the accident prevention plan requirements. The experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.a.17, entitled site safety and health officer (SSHO), and all associated sub-paragraphs. Provide the credentials of the competent person(s) to the contracting officer for acceptance in consultation with the safety office.

The CQC person can be the SSHO on this report.

9. LIQUIDATED DAMAGES – CONSTRUCTION

The contractor fails to complete the work within the time specified, the contractor shall pay liquidation damages to the government in the amount of $760.00 for each day of delay until the work is completed or accepted.

10. TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER ER 415-1-15

This provision specifies the procedure for the determination of the time extensions for unusually severe weather in accordance with the contract clause entitled "Default (Fixed Price Construction)" FAR 52.249-10 in section 00700 of the base contract.

The weather experienced at the project site during the contract period must be found to be unusually severe. That is, more severe than the adverse weather anticipated for the project location during any given month. When unusually severe weather is encountered and extension based on weather conditions must be submitted to the contracting officer to award a time extension under this clause, the following weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

The following schedule of the monthly anticipated adverse weather delay is based on the national oceanic and atmospheric administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

Weather days for high water will not be given outside the low water season from June-November.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORKDAYS BASED ON (5) DAY WORK WEEKS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

7 7 6 5 4 3 4 4 4 4 4 7

Upon acknowledgment of the notice to proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work.

Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled workday. The number of actual weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated, listed above, the contracting officer will convert any qualifying delay days, and issue a modification in accordance with the contract clause entitled to calendar days, giving full consideration for equivalent fair-weather work payments under fixed price construction contracts.

11. SAFETY

The Contractor shall complete all work in accordance with the most current U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, in addition to the current provisions of the Occupational Safety and Health Act, and all applicable Federal, State and local laws, codes and regulations. The Contractor shall submit a safety plan in writing prior to any on-site work. The safety plan may be turned in by the time of the pre-work conference.

Personal Protective Equipment (PPE) and Apparel. Protective apparel and equipment, as identified in the AHA, shall be provided to eliminate or minimize safety hazards to personnel. As a minimum, each employee shall wear a sleeved shirt, long trousers, and safety-toe shoes or boots during all contract work. Hard hats, face shields, safety glasses with side shields, or goggles, and hearing protection shall be worn by employees when required by the Safety Manual. Fire extinguisher(s) and first aid kit(s) meeting the Safety Manual standards shall also be provided and easily accessible to all employees.

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

12. ACCIDENT REPORTING

The Contractor shall maintain accurate accident records and report all accidents as prescribed by the COR.

Accidents shall be reported within twenty-four (24) hours of occurrence (not including weekends and holidays), and all serious accidents (those resulting in death or injury requiring medical attention or lost time) shall be reported immediately.

13. DAMAGE REPORTS

In all instances where Government property, equipment, natural features, landscape, or trees are damaged by contract employees, an immediate notification shall be made to the COR. A full report of the incident and extent of such damage shall be submitted to the COR within two (2) working days of occurrence, excluding weekends and holidays.

14. CONTRACT EMPLOYEES

All contract employees shall conduct themselves in a proper and courteous manner at all times. Contract employees shall comply with all provisions of Title 36, Chapter III, Part 327, CFR and obey all posted signs and regulations in the performance of work under this contract. Being under the influence of or consuming alcoholic beverages or any controlled substances by the Contractor or employees while on duty is prohibited.

15. APPENDICES

Appendix A – NOT USED

Appendix B – NOT USED

112574 LD 53 Access Road Olmstead, IL

PROJECT TABLE OF CONTENTS Page 1

CERTIFIED FINAL

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 04/21, CHG 1: 06/23 SPECIAL PROVISIONS

00 80 00.01 06 CONSTRUCTION PROJECT SIGNS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 32 01.00 06 10/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26.00 06 05/24, CHG 1: 10/24 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM)

01 45 04.10 06 05/25 CONTRACTOR QUALITY CONTROL

01 57 19.00 06 04/20 TEMPORARY ENVIRONMENTAL CONTROLS

AND PERMITS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

DIVISION 02 – EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE CONCRETE

03 42 13.00 10 05/16 PLANT-RECAST CONCRETE PRODUCTS FOR

BELOW GRADE CONSTRUCTION

DIVISION 31 - EARTHWORK

31 00 00.00 06 05/24, CHG 1: 12/24 EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.71 11/22 COLD MILLING ASPHALT PAVING

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING

32 12 23 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 92 19 10/06 SEEDING

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 31 19.00 06 06/24 STONE PROTECTION

--End of Project Table of Contents--

Olmsted, IL

SECTION 00 80 00.00 0 6

SPECIAL PROVISIONS

04/21,…