W912QR-43534997_Specs-0005.pdf

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX 59

LOUISVILLE,KENTUCKY 40201-0059

REPLY TO

ATTENTION OF

CELRL-CT March 2025

Massillon Construction & Supply LLC Mi-De-Con, Inc.

Aleut Flood Management, LLC Brannon Construction & Maintenance Services, LLC

Dear MATOC Contractors:

Reference is made to your Indefinite Delivery Indefinite Quantity Contracts, Numbers W91237-23-D0003 through W91237-23-D-0009, to provide Design Bid Build Land Based Construction Projects assigned to the Rivers Districts (LRH, LRL, LRN & LRP) of the Great Lakes and Ohio River Division.

We request you submit a price proposal for Cannelton Fixed Weir Repair located at Cannelton Locks & Dam, Cannelton, Indiana, detailed in the scope of work and specifications enclosed in this letter. All vendors must be registered in the SAM database prior to submitting a proposal.

The cost range is Between $250,000.00 and $500,000 per FAR 36.204 Disclosure of the magnitude of construction projects.

***** Amendment 0001 *****

Clause 52.236-27 Site Visit (Construction) has been updated to a new site visit date. Date changed from Wednesday 12 February 2025 to Thursday 13 February 2025 at 10:00 AM Central Time.

***** Amendment 0001 *****

***** Amendment 0002 *****

Clause 52.236-27 Site Visit (Construction) has been revised to a new site visit date. Site Visit date changed from Thursday 13 February 2025 to Thursday 20 February 2025 at 10:00 AM Central Time.

Request For Proposal Due Date has been revised from Wednesday 19 February 2025 to Wednesday 26 February 2025.

***** Amendment 0002 *****

***** Amendment 0003 *****

Clause 52.236-27 Site Visit (Construction) has been revised to a new site visit date. Site Visit date changed from Thursday 20 February 2025 to Thursday 06 March 2025 at 10:00 AM Central Time. Due to high water levels at the current time the site is inaccessible.

Request For Proposal Due Date has been revised from Wednesday 26 February 2025 to Wednesday 12 March 2025.

***** Amendment 0003 *****

W912QR-43534997_Specs-0005

***** Amendment 0004 *****

Request For Proposal Due Date has been revised from Wednesday 12 March 2025 to Friday 28 March 2025 due to the delays with the site visit and to allow extra time for questions in ProjNet.

***** Amendment 0004 *****

***** Amendment 0005 *****

Specifications Section 02 41 00 Demolition – sub section 3.1.5 Rebar Reinforcement has been revised, and shall be replaced in its entirety.

The due date for proposals has not been extended and remains 28 March 2025 at 12:00 PM Eastern Time.

***** Amendment 0005 *****

PLEASE NOTE: THIS IS FOR CONSTRUCTION SERVICES ONLY: the effective DBA Wage Rate for this requirement is IN20240006 dated 12/20/2024.

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.

FAR 52.246-21 Warranty of Construction.

FAR 52.228-5 Insurance-Work on a Government Installation.

FAR 52.228-7 Insurance-Liability to Third Persons.

FAR 52.236-27 Site Visit Construction Alt. I DFARS 252.236-7002 Obstruction of Navigable Waterways.

The basis for award of this task order is lowest evaluated price. Please complete the price breakout schedule and include a labor category table demonstrating the use of the binding rates included in your MATOC contract. 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.

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.

Proposals are due no later than 12:00 PM Eastern Time on Friday, 28 March 2025. Please submit your proposal by email to Joel Huberman at Joel.Huberman@usace.army.mil.

Proposals not received by the stated date/time will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and returning to Joel Huberman.

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 via ProjNet. The website to access this system is www.projnet.org and the bidder inquiry key for this specific project is: (8ERW4M-286KIK).

Government responses will be limited to:

(a) Notice that an amendment will be issued;

(b)Reference to an existing requirement contained in the solicitation; or

(c) Notice that a response is not necessary.

The ability to enter technical inquiries and questions relating to proposal procedures or bonds will be disabled five (5) calendar days prior to the proposal due date. No Government responses will be entered into the ProjNet system within two (2) calendar days prior to the proposal due date stated in this letter.

If you have contractual questions, please contact Joel Huberman at the email address provided above. 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.

Sincerely, Contracting Officer

(Signature) (Date)

(Printed Name)

(Firm Name)

128624 Cannelton Fixed Weir Repair

Cannelton, IN

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 00

DEMOLITION

08/22

AMENDMENT 0005

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

1.2.1.2 Demolition Plan

1.2.2 Demolition Plan

1.2.3 General Requirements

1.3 ITEMS TO REMAIN IN PLACE

1.3.1 Existing Construction Limits and Protection

1.3.2 Utility Service

1.3.3 Facilities

1.4 BURNING

1.5 AVAILABILITY OF WORK AREAS

1.6 SUBMITTALS

1.7 QUALITY ASSURANCE

1.7.1 Dust and Debris Control

1.8 PROTECTION

1.8.1 Traffic Control Signs

1.8.2 Protection of Personnel

1.9 RELOCATIONS

1.10 EXISTING CONDITIONS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Utilities and Related Equipment

3.1.1.1 General Requirements

3.1.2 Paving and Slabs

3.1.3 Concrete

3.1.4 Structural Steel

3.1.5 Rebar Reinforcement

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

3.3 CLEANUP

3.4 DISPOSAL OF REMOVED MATERIALS

3.4.1 Regulation of Removed Materials

3.4.2 Burning on Government Property

3.4.3 Removal from Government Property

3.5 REUSE OF SALVAGED ITEMS

-- End of Section Table of Contents --

SECTION 02 41 00 Page 1

CERTIFIED FINAL - AMENDMENT 0005

SECTION 02 41 00 Page 2

SECTION 02 41 00

DEMOLITION

08/22

AMENDMENT 0005

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ASSP A10.6 (2006) Safety & Health Program Requirements for Demolition Operations - American National Standard for Construction and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health Requirements

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Definitions

1.2.1.1 Demolition

Demolition is the process of tearing apart and removing any feature of a facility together with any related handling and disposal operations.

1.2.1.2 Demolition Plan

Demolition Plan is the planned steps and processes for managing demolition activities and identifying the required sequencing activities and disposal mechanisms.

1.2.2 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition and removal procedures for approval before work is started. Provide procedures for safe conduct of the work in accordance with EM 385-1-1 . Plan must be approved by Contracting Officer prior to work beginning. The use of explosives will not be permitted.

1.2.3 General Requirements

Do not begin demolition or deconstruction until authorization is received

SECTION 02 41 00 Page 3 from the Contracting Officer. Remove rubbish and debris from the project site; do not allow accumulations. The work includes demolition of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1 , Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Comply with FAR 52.236-9 to protect existing vegetation, structures, equipment, utilities, and improvements. Coordinate the work of this section with all other work indicated. Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work.

Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove snow, dust, dirt, and debris from work areas daily.

1.3.2 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations.

1.3.3 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer.

Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

SECTION 02 41 00 Page 4

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available at contract award.

1.6 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Demolition Plan; G

Existing Conditions

SD-07 Certificates

Notification; G , RO

1.7 QUALITY ASSURANCE

Submit timely notification of demolition projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61 , Subpart M.

Notify the the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61 , Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSP A10.6 . Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.7.1 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Notify the Contracting Officer prior to beginning such work.

1.8.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the site specific features being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other

SECTION 02 41 00 Page 5 work in the immediate area.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.10 EXISTING CONDITIONS

Before beginning any demolition work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer or the Contracting Officer's Representative showing the condition of structures and other facilities adjacent to areas of alteration or removal.

Photographs or electronic images with a minimum resolution of 3072 x 2304 pixels, capable of a print resolution of 300 dpi, will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results to the Contracting Officer or the Contracting Officer's Representative.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Disassemble existing construction scheduled to be removed for reuse. Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified. Designate materials for reuse onsite whenever possible.

3.1.1 Utilities and Related Equipment

3.1.1.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.2 Paving and Slabs

Remove concrete cap as indicated to full depth of 12 inches from the top elevation of the sheetpile of Cell 2. Move, grind and store pavement and

SECTION 02 41 00 Page 6 slabs designated to be recycled and utilized in this project as directed by the Contracting Officer. Remove pavement and slabs not to be used in this project from the project site at Contractor's expense.

3.1.3 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch. Make each cut perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound.

3.1.4 Structural Steel

Dismantle structural steel at field connections and in a manner that will prevent bending or damage. Salvage for recycle structural steel, steel shapes. Do not use flame-cutting torches. Transport structural steel shapes to a designated recycling facility.

Amendment 0005***************************************************************

3.1.5 Rebar Reinforcement

Remove any encountered steel rebar reinforcement in the concrete cap section, where specified for demolition only. Concrete chunks resulting from demolition activities that are to be deposited in the riprap bank downstream of the weir, as specified on the project plans, must not have any rebar protruding more than two inches outside of the concrete chunk.

Any rebar protruding more than two inches can be cut to meet the maximum allowed length of two inches. Dispose of rebar in an appropriate location offsite.

***************************************************************Amendment 0005

3.2 DISPOSITION OF MATERIAL

3.2.1 Title to Materials

All materials and equipment removed and not reused or salvaged, become the property of the Contractor and must be removed from Government property. Materials approved for storage by the Contracting Officer must be removed before completion of the contract. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award.

Showing for sale or selling materials and equipment on site is prohibited.

3.3 CLEANUP

Remove debris and rubbish from project site. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas.

Apply local regulations regarding hauling and disposal.

SECTION 02 41 00 Page 7

3.4 DISPOSAL OF REMOVED MATERIALS

3.4.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified.

3.4.2 Burning on Government Property

Burning of materials removed from demolition will not be permitted on Government property.

3.4.3 Removal from Government Property

Transport waste materials removed from demolished structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

3.5 REUSE OF SALVAGED ITEMS

Recondition salvaged materials and equipment designated for reuse before installation. Replace items damaged during removal and salvage operations or restore them as necessary to usable condition.

-- End of Section --

SECTION 02 41 00 Page 8