11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

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

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

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

(Signature of Contracting Officer)

16C. DATE SIGNED

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

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

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

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

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

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

SOLICITATION NUMBER: W912P826BA050

NOTE: BIDDERS MAY SUBMIT BIDS BY ONLY ONE METHOD: A) ELECTRONIC

COMMERCE (EMAIL) OR BY 2) PHYSICAL SUBMISSION. BIDDERS SHALL LIMIT

THE BID SUBMITTAL TO ONE OPTION OR THE OTHER, NOT BOTH.

Electronic Submission of Bids/Proposals (Email):

The New Orleans District utilizes electronic commerce (Email) for receipt of electronic bids under this IFB solicitation. To submit an electronic commerce (Email) bid please follow these steps:

1. Send an email containing your name, email address and bid/proposal to the following emails associated with the IFB (MUST include all emails):

• Taylor.H.Brandon@usace.army.mil

• Christopher.Nuccio@usace.army.mil

2. ALL BIDS SUBMITTED BY EMAIL MUST CONTAIN THE SOLICITATION

NUMBER IN THE SUBJECT LINE.

3. Once the agency receives your bid/proposal at the above email addresses, you will then receive a confirmation email stating your bid/proposal was received. If a bidder does not receive a reply acknowledging receipt electronically from the New Orleans District, it is incumbent upon the bidder to seek confirmation from the issuing Contracting office by phone.

Note: The size limit for incoming emails is 35MB. Any bid/proposal over this size may not be accepted by the server and will constitute the bid not being received timely.

Please note that embedded links, URLs, and other html language included may interfere with the USACE server security, which may cause emails to be removed prior to being received by the contracting office. Bidders are advised to refrain from including external links, embedded links, URLs, and other html language not germane to the proposal/bid. Please note it is a bidder’s responsibility, when transmitting its bid electronically, to ensure the receipt of its bid to the proper designee at the proper time.

See FAR 14.304(b)(1)(i) regarding untimely electronic bids. Please note, MVN’s computer system firewall may cause a delay in receipt of emails, so be sure to allow ample time for possible delay. If your email would exceed 35MB you can use one of the following methods as a work-around:

• Use .zip files as attachments. Combine multiple files into a .zip file to compress file size prior to adding as an email attachment.

• Send multiple emails. Label each email with same subject line and indicate number of emails. For example: Smith Construction W912P826BXXXX (1 of 2) Smith Construction W912P826BXXXX (2 of 2).

mailto:Taylor.H.Brandon@usace.army.mil mailto:Christopher.Nuccio@usace.army.mil

Physical Submission of Bids:

Bidders may submit their bids by hand carrying or express mail to the New Orleans District Contracting Office in Room 172. Bidders are advised to allow adequate time to ensure timely submission of its bid. Traffic onto the New Orleans District campus may be delayed by trains blocking the entrance or security either at the gate and/or inside of the building. Express delivery may be utilized but it is incumbent upon the bidder to ensure bid delivery time and date is before the receipt of bid cutoff time. See RFO 14.301(f)(1)(ii)(B) and (g).

Bid Opening:

This bid opening is currently scheduled for Friday, 18 September 2026 at 11:00 AM, local time. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CT, which is the bid submission receipt cutoff time. All bids received after Friday, 18 September 2026 at 10:00 AM, local time, will be considered late.

Audio Teleconference Bid Opening Information:

The bid opening will be held electronically and can be accessed via:

https://dod.teams.microsoft.us/meet/993167176185?p=DHRfEDGs5cXk30wkcI Meeting ID: 993 167 176 185 Passcode: BJ9B46oU Need help? | System reference Dial in by phone +1 601-262-2433,,997414461# United States, Vicksburg Find a local number Phone conference ID: 997 414 461#

Following the conclusion of the bid opening, in accordance with RFO 14.303(h), abstracts of offers for unclassified acquisitions shall be available for public inspection via SAM.GOV.

https://dod.teams.microsoft.us/meet/993167176185?p=DHRfEDGs5cXk30wkcI

SPECIFICATIONS:

SECTION 00 10 00

Page 00 10 00-3, Item 0014 Access Road Surfacing. Delete the Estimated Quantity “7,394” CY in its entirety and substitute “8,182” CY.

SECTION 01 35 26

Delete “Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS” in its entirety and substitute the attached revised “Section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS”.

SECTION 13 50 00.00 12

Page 14, paragraph 3.8.1.5 Final Instrumentation Monitoring Report. Delete this paragraph in its entirety and substitute the revised paragraph as follows.

“3.8.1.5 Final Instrumentation Monitoring Report

At the end of the embankment placement, the Contractor's instrumentation personnel shall submit a concise, comprehensive Final Instrumentation Monitoring Report that documents field results.”

SECTION 31 11 00.00 12

Page 5, paragraph 3.3.4 Filling of Holes. Insert the new paragraph “3.3.5 Pipes and Drains” after paragraph 3.3.4 as follows:

“3.3.5 Pipes and Drains

Pipes and drains shall be removed as indicated on the drawings. The Contractor shall inform the Contracting Officer of all pipes and drains not shown on the drawings which are encountered during grubbing. Such pipes and drains shall not be removed or disturbed until so directed by the Contracting Officer. Material excavated in the process of removing pipes and drains shall be disposed of by windrowing or burning.”

Page 5, paragraph 3.4.1 General. Delete the 1st sentence “All debris resulting…” in its entirety and substitute the revised sentence as follows:

“All debris resulting from clearing and grubbing operations at the construction site shall be disposed of by windrowing, burning or removal from site (when directed by the Contracting Officer).”

Page 5, paragraph 3.4.2 Removal From Site of Work. Delete the 1st sentence “The Contractor shall…” in its entirety and substitute the revised sentence as follows:

“When directed by the Contracting Officer, the Contractor shall remove debris from the site of the work.”

DRAWINGS:

SHEET IDENTIFICATION No. C-302. Delete this drawing in its entirety and substitute the attached revised drawing SHEET IDENTIFICATION No. C-302.

00 10 00-3 ED 22-045

SECTION 00 10 00 – BIDDING SCHEDULE

Mississippi River and Tributaries Morganza to the Gulf

Upper Reach F – Falgout Canal Road to Bayou Grand Caillou Floodgate Structure Stage 1 – Levee Lift:

Sta. 2280+28 to Sta. 2130+00 Terrebonne Parish, Louisiana

Item DESCRIPTION Estimated

Quantity Unit Unit Price Estimated Amount

0001 Mobilization and Demobilization 1 JOB

0002 Video and Photographic Documentation 1 JOB

0003 Traffic Control and Coordination 1 JOB

0004 Silt Fences 20,120 LF

0005 Truck Wash-Down Rack 1 JOB

0006 Foundation Instrumentation 1 JOB

0007 Geotextile Separator Fabric (Access Road) 22,297 SY

0008 High Strength Geotextile Type 1- 8,000 lb/ft 194,080 SY

0009 High Strength Geotextile Type 3- 20,000 lb/ft 138,937 SY

0010 Clearing and Grubbing 1 JOB

0011 Borrow Pit Development 1 JOB

0012 Excavation 65,589 CY

0013 Compacted Fill – Stage 1 982,652 CY

*0014 Access Road Surfacing 8,182 CY

0015 Chain-Link Fencing and Gates 1 JOB

0016 Seeding and Mulching 91 AC

0017++ Lime Soil Amendment 91 TON

0018++ Sulfur Soil Amendment 45 TON

0019 Fertilizer

0019AA First 5,000 LBS 5,000 LBS

0019AB All Over 5,000 LBS 10,856 LBS

00 10 00 -4 ED 22-045

0020 24” CMP Culvert 60 LF

TOTAL WORK: $

*Denote changes from pervious Bidding Schedule.

++Items not subject to the requirements of Contract provision in Section 00 72 00 GENERAL CONDITIONS entitled VARIATION IN ESTIMATED QUANTITY.

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE

UNIT PRICE AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY

ITEM, ITS BID SHALL BE DECLARED NON-RESPONSIVE AND THEREFORE

INELIGIBLE FOR AWARD.

NOTE 2: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or sub line items are materially unbalanced (See RFO 14.306-3, Rejection of Individual Bids).

NOTE 3: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 4: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

https://www.mvn.usace.army.mil/Business-With-Us/Contracting/Rapid-Vendor-Payment/

00 10 00 -5 ED 22-045

EVALUATION OF SUBLINE ITEMS (Dec 2019).

Item No.0019 is subdivided into two or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019).

This variation in estimated quantities clause is applicable only to item No. 0019.

(a) Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

(b) Where the actual quantity of work performed for item No. 0019 is less than 85% of the quantity of the first subline item listed under such item, the contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with provision entitled, VARIATION IN ESTIMATED QUANTITY.

(c) If the actual quantity of work performed under item No. 0019 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under item Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation causes an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with provision entitled, VARIATION IN ESTIMATED QUANTITY.

(End of Clause)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DEFINITIONS

1.4.1 Site Safety and Health Officer (SSHO)

1.4.2 Competent Person (CP)

1.4.3 Qualified Person (QP)

1.5 PUBLIC HEALTH EMERGENCIES

1.6 MONTHLY EXPOSURE REPORTS

1.7 REGULATORY REQUIREMENTS

1.8 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.8.1 Site Safety and Health Officer (SSHO)

1.8.1.1 Qualifications of SSHO

1.8.1.2 Duties of SSHO

1.8.1.3 Safety Meetings

1.8.2 Roles and Responsibilities of Prime Contractor and SSHO

1.8.3 Contract SSHO(s) Minimum Requirements

1.8.4 Alternate SSHO

1.8.4.1 Temporary SSHO Absence

1.8.4.2 Extended SSHO Absence

1.8.5 Preconstruction Conference

1.9 ACCIDENT PREVENTION PLAN (APP)

1.9.1 Accident Prevention Plan (APP)

1.9.2 Names and Qualifications

1.9.3 Plans

1.10 ACTIVITY HAZARD ANALYSIS (AHA)

1.10.1 AHA Management

1.10.2 AHA Signature Log

1.11 SITE SAFETY REFERENCE MATERIALS

1.12 EMERGENCY MEDICAL TREATMENT

1.13 Accident Notification

1.14 Accident Reports

1.15 CONFINED SPACE ENTRY REQUIREMENTS.

1.15.1 Rescue Procedures and Coordination with Local Emergency

Responders

1.16 SEVERE STORM PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

3.1.1 Worksite Communication

SECTION 01 35 26 Page 1 ED 22-045

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 FALL PROTECTION PROGRAM

3.2.1 Fall Protection Equipment and Systems

3.2.1.1 Additional Personal Fall Protection Measures

3.2.1.2 Personal Fall Protection Equipment

-- End of Section Table of Contents --

SECTION 01 35 26 Page 2 ED 22-045

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for the safety requirements as specified herein. Payment for work covered under this section shall be distributed throughout the existing bidding schedule items.

1.2 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)

ANSI/ASSP A10.34 (2021) Protection of the Public on or Adjacent to Construction Sites

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z89.1 (2014; R 2019) American National Standard for Industrial Head Protection

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2026; ERTA 26-1; TIA 26-1) National Electrical Code

NFPA 70E (2024) Standard for Electrical Safety in the Workplace

NFPA 241 (2022; ERTA 22-1) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.1000 Air Contaminants

29 CFR 1926 Safety and Health Regulations for Construction

CPL 2.100 (1995) Application of the Permit-Required

SECTION 01 35 26 Page 3 ED 22-045

Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

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

Government acceptance is required for submittals with a "G, A" designation.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP) ; G

Activity Hazard Analysis (AHA) ; G

SD-06 Test Reports

Accident Report

SD-07 Certificates

Activity Hazard Analysis (AHA) ; G

1.4 DEFINITIONS

The following definitions are for the convenience of the reader. If there is a referenced document in the text of this specification section, that is the document that should define terms for that paragraph. If further clarification is needed, contact the Contracting Officer.

1.4.1 Site Safety and Health Officer (SSHO)

A Contractor Employee that is responsible for overseeing and ensuring implementation of the prime Contractor's Safety and Occupational Health (SOH) program according to the Contract, EM 385-1-1 , applicable federal, state, and local requirements. Throughout this Specification the SSHOs may be referred to by their Level number.

Based on project size, complexity, and residual Risk Assessment Code (RAC), the SSHO must serve in one of the following capacities based on paragraph SITE QUALIFICATIONS, DUTIES, AND MEETINGS:

a. Full Time SSHO Level One

(1) A designated employee with full-time responsibility for implementing and managing the Contractor Safety and Occupational Health (SOH) Program who meets the applicable requirements of

EM 385-1-1 .

b. Collateral Duty SSHO Level Two

(1) A designated employee with collateral-duty responsibility for implementing and managing the Contractor Safety and Occupational Health (SOH) Program who meets the applicable requirements of EM 385-1-1 . Level Two SSHOs cannot be assigned to projects with

SECTION 01 35 26 Page 4 ED 22-045 a residual Risk Assessment Code (RAC) of High or Extremely High.

c. Task-Specific SSHO Level Three

(1) A designated Qualified Person or Competent Person who performs SSHO duties as part of the individual's primary responsibilities and meets the applicable requirements of EM 385-1-1 . Level Three SSHOs cannot be assigned to projects with a residual Risk Assessment Code (RAC) of High or Extremely High.

d. Alternate SSHO

(1) An employee that meets the definition of the contract-required level SSHO, but is not the primary SSHO.

1.4.2 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are unsanitary, hazardous, or dangerous to personnel, and who has authorization to take prompt corrective measures to eliminate them.

1.4.3 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.5 PUBLIC HEALTH EMERGENCIES

In the event of a declared public health emergency, follow safety precautions as required by the Occupational Safety and Health Administration (OSHA) https://www.osha.gov/ , the Centers for Disease Control and Prevention (CDC) https://www.cdc.gov/index.html , and as required by federal, state and local requirements.

1.6 MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report by the fifth day of each month for the previous month. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the progress payment. Submit the hours via the agency construction contract system of record.

1.7 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this Contract, comply with the most recent edition of USACE EM 385-1-1 , and the following laws, ordinances, criteria, rules and regulations at the date of the Solicitation for this Contract. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

SECTION 01 35 26 Page 5 ED 22-045

1.8 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.8.1 Site Safety and Health Officer (SSHO)

1.8.1.1 Qualifications of SSHO

All SSHOs will have met the training, experience requirements identified in the EM 385-1-1 and this Contract.

1.8.1.2 Duties of SSHO

All SSHOs will carry out the roles and responsibilities as identified in this Contract and the EM 385-1-1 . All SSHOs will be designated on an ENG Form 6282, provided by the Contracting Officer. Superintendent, QC Manager, and SSHO are subject to dismissal if their required duties are not being effectively carried out. If either the Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

1.8.1.3 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.

Conduct meetings at least once a month for all supervisors at the project location. The SSHO, supervisors, or foremen must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance.

1.8.2 Roles and Responsibilities of Prime Contractor and SSHO

The Prime Contractor and SSHO must ensure that the requirements of all applicable OSHA and EM 385-1-1 are met for the project. The Prime Contractor must ensure an SSHO or an equally qualified Alternate SSHO(s) is at the worksite at all times to implement and administer the Contractor's safety program and Government accepted Accident Prevention Plan.

a. Prime contractor must ensure all SSHOs will:

(1) Are designated on an ENG Form 6282.

(2) Meet minimum training and experience requirements identified in

EM 385-1-1 .

(3) Execute roles and responsibilities identified in EM 385-1-1 .

1.8.3 Contract SSHO(s) Minimum Requirements

A minimum of one Site Safety and Health Officer (SSHO) is required for each project. The SSHO is responsible for implementing and managing the Contractor Safety and Occupational Health (SOH) Program. To include complying with EM 385-1-1 , applicable OSHA standards, and the Government-accepted Accident Prevention Plan (APP).

SECTION 01 35 26 Page 6 ED 22-045

The following SSHO will serve as the primary SSHO for this contract:

a. Full Time SSHO Level One

(1) OSHA 30-Hour General Industry or Construction Safety training or approved equivalent

(2) 24 hours of documented SOH-related training within the past 5 years and every 3 years thereafter

(3) Minimum of 5 years of cumulative safety experience within the past 10 years on projects of similar industry type, size, and complexity

(4) Full-time responsibility for implementation and management of the Contractor Safety and Occupational Health (SOH) Program.

1.8.4 Alternate SSHO

When the Primary SSHO cannot be continuously present at the work site, the Contractor must designate an Alternate SSHO who meets the minimum requirements in paragraph CONTRACT SSHO(S) MINIMUM REQUIREMENTS. The Alternate SSHO assumes the Primary SSHO's duties and responsibilities of the Primary SSHO during planned or extended absences.

1.8.4.1 Temporary SSHO Absence

If the Primary SSHO is unavailable for 24 hours or less due to unforeseen or emergency circumstances, the Contractor must designate a Level One Full-Time, Level Two Collateral Duty, or Level Three Qualified or Competent Person SSHO, as required for the project, to provide coverage.

The designated SSHO must be present at the work site while work is being performed.

1.8.4.2 Extended SSHO Absence

If the Primary SSHO is unavailable for more than 24 hours, the designated Alternate SSHO assumes all duties and responsibilities of the Primary SSHO. The Alternate SSHO must meet the same qualifications and experience requirements as the Primary SSHO. The Alternate SSHO continues in this role until the Primary SSHO returns or a replacement is assigned by the Contractor.

1.8.5 Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, Site Safety and Occupational Health Officer, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the Contract. This list of proposed AHAs will be reviewed and an agreement will be reached between the Contractor and the Contracting

SECTION 01 35 26 Page 7 ED 22-045

Officer as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays. The creation of the APP and Schedule will be created after being given Notice to Proceed.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction. Work is not permitted to begin until an APP is established that is acceptable to the Contracting Officer.

1.9 ACCIDENT PREVENTION PLAN (APP)

1.9.1 Accident Prevention Plan (APP)

Submit the Accident Prevention Plan (APP) for review and acceptance by the Government at least 15 calendar days prior to the start, after being given Notice to Proceed. A competent person must prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of EM 385-1-1 , ENG Form 6293, and herein. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and occupational health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors.

The Government considers the Prime Contractor to be the "controlling employer" for all worksite safety and health of the subcontractors.

Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the Contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed in accordance with the APP and ENG Form 6293 Accident Prevention Plan Worksheet. The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.

Submit the APP to the Contracting Officer 15 calendar days prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the Contract. Disregarding the provisions of this Contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the Contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure (i.e., imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order

SECTION 01 35 26 Page 8 ED 22-045 to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSP A10.34 ), and the environment.

1.9.2 Names and Qualifications

Provide plans in accordance with the requirements outlined in EM 385-1-1 , including the following:

a. Names and qualifications (resumes including education, training, experience and certifications) of site safety and health personnel designated to perform work on this project to include the designated Site Safety and Health Officer and other competent and qualified personnel to be used. Specify the duties of each position.

b. As a minimum, designate and submit qualifications of Competent Persons (CP) for each of the following major areas: excavation; scaffolding;

fall protection; hazardous energy; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; and personal protective equipment and clothing to include selection, use and maintenance. Designate and submit qualifications for additional CPs as applicable to the work performed under this Contract.

1.9.3 Plans

Provide plans in the APP in accordance with the requirements outlined in EM 385-1-1 , including the following:

1.10 ACTIVITY HAZARD ANALYSIS (AHA)

Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an Activity Hazard Analysis (AHA) . AHAs must be developed by the Prime Contractor, subcontractor, or supplier performing the work, and provided for Prime Contractor review and approval before submitting to the Contracting Officer. AHAs must be signed by the SSHO, Superintendent, QC Manager and the subcontractor Foreman performing the work. Format the AHA in accordance with EM 385-1-1 or as directed by the Contracting Officer.

Submit the AHA for review at least 15 working days prior to the start of each activity task, or DFOW. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel and the control measures to be implemented.

AHAs must identify competent persons required for phases involving high risk activities, including confined entry, crane and rigging, excavations, trenching, electrical work, fall protection, and scaffolding.

1.10.1 AHA Management

Review the AHA list periodically (at least monthly) at the Contractor supervisory safety meeting, and update as necessary when procedures, scheduling, or hazards change. Use the AHA during daily inspections by the SSHO to ensure the implementation and effectiveness of the required safety and health controls for that work activity.

SECTION 01 35 26 Page 9 ED 22-045

1.10.2 AHA Signature Log

Each employee performing work as part of an activity, task or DFOW must review the AHA for that work and sign a signature log specifically maintained for that AHA prior to starting work on that activity. The SSHO must maintain a signature log on site for every AHA. Provide employees whose primary language is other than English, with an interpreter to ensure a clear understanding of the AHA and its contents.

1.11 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, including those listed in the article "References." Maintain applicable equipment manufacturer's manuals.

1.12 EMERGENCY MEDICAL TREATMENT

Contractors must arrange for their own emergency medical treatment in accordance with EM 385-1-1 . The Government has no responsibility to provide emergency medical treatment.

NOTIFICATIONS AND REPORTS

1.13 Accident Notification

Notify the Contracting Officer in accordance with the EM 385-1-1 Accident Reporting Timeline.

Table Accident Reporting Required Timeline

Accident Type Notify KO or COR Complete Final Accident Report on ENG 3394 and provide to KO or COR

Fatality, in-patient hospitalization, amputation, eye loss, or property damage over $600,000.

Immediately, no later than (NLT) 8 Hours

Within 7 Days

All other accidents and near misses

Immediately, no later than (NLT) 24 Hours

Within 7 Days

Within notification include Contractor name; Contract title; type of Contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (for example, type of construction equipment used and PPE used). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted. Assist and cooperate fully with the Government's investigation(s) of any accident or near miss.

SECTION 01 35 26 Page 10 ED 22-045

1.14 Accident Reports

a. Conduct an accident investigation for recordable injuries and illnesses, property damage, and near misses as defined in EM 385-1-1 , to establish the root cause(s) of the accident. All accidents are reportable, regardless of whether or not it is recordable. Complete the applicable USACE Accident Report , ENG Form 3394, and provide the report to the Contracting Officer within 7 calendar days of the accident. The Contracting Officer will provide copies of any required or special forms. All accidents are reportable, regardless of whether or not it is recordable.

b. Near Misses: Report all "Near Misses" to the Contracting Officer COR, using local accident reporting procedures, within 24 hours. The Contracting Officer COR will provide the Contractor the required forms.

Near miss reports are considered positive and proactive Contractor safety management actions.

1.15 CONFINED SPACE ENTRY REQUIREMENTS.

Confined space entry must comply with EM 385-1-1 , 29 CFR 1926 , 29 CFR 1910 , and Directive CPL 2.100 . Any potential for a hazard in the confined space requires a permit system to be used.

1.15.1 Rescue Procedures and Coordination with Local Emergency Responders

Develop and implement an on-site rescue and recovery plan and procedures.

The rescue plan must not rely on local emergency responders for rescue from a confined space.

1.16 SEVERE STORM PLAN

In the event of a severe storm warning, the Contractor must comply with the applicable Storm Plan and:

a. Secure outside equipment and materials and place materials that could be damaged in protected areas.

b. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities.

c. Ensure that temporary erosion controls are adequate.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

Comply with EM 385-1-1 , NFPA 70 , NFPA 70E, NFPA 241 , the APP, the AHA, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.

PPE is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times in designated

SECTION 01 35 26 Page 11 ED 22-045 noise hazardous areas or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

a. Head Protection that meets ANSI/ISEA Z89.1

b. Long Pants

c. Appropriate Safety Footwear

d. Appropriate Class Reflective Vests

3.1.1 Worksite Communication

Employees working alone in a remote location or away from other workers must be provided an effective means of emergency communications (i.e., cellular phone, two-way radios, land-line telephones or other acceptable means). The selected communication must be readily available (easily within the immediate reach) of the employee and must be tested prior to the start of work to verify that it effectively operates in the area/environment. Develop an employee check-in/check-out communication procedure to ensure employee safety.

3.1.2 Hazardous Material Exclusions

Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with USACE EM 385-1-1 such as nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocynates, lead-based paint are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. The Radiation Safety Officer (RSO) must be notified prior to excepted items of radioactive material and devices being brought on base.

3.1.3 Unforeseen Hazardous Material

The design should have identified materials such as PCB, lead paint, and friable and non-friable asbestos and other OSHA regulated chemicals (i.e.

29 CFR 1910.1000 ). If additional material, not indicated, that may be hazardous to human health upon disturbance during construction operations is encountered, stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous. If material is not hazardous or poses no danger, the Government will direct the Contractor to proceed without change. If material is hazardous and handling of the material is necessary to accomplish the work, the Government will issue a modification pursuant to Section 00 72 00 GENERAL CONDITIONS, CHANGES (52.243-4) and

DIFFERING SITE CONDITIONS (52.236-2).

3.2 FALL PROTECTION PROGRAM

Establish a fall protection program, for the protection of all employees exposed to fall hazards. Within the program include company policy, identify roles and responsibilities, education and training requirements, fall hazard identification, prevention and control measures, inspection, SECTION 01 35 26 Page 12 ED 22-045 storage, care and maintenance of fall protection equipment and rescue and evacuation procedures in accordance with EM 385-1-1 .

3.2.1 Fall Protection Equipment and Systems

Enforce use of personal fall protection equipment and systems designated (to include fall arrest, restraint, and positioning) for each specific work activity in the Site Specific Fall Protection and Prevention Plan and AHA at all times when an employee is exposed to a fall hazard. Protect employees from fall hazards as specified in EM 385-1-1 .

Provide personal fall protection equipment, systems, subsystems, and components that comply with EM 385-1-1 and 29 CFR 1926 .

3.2.1.1 Additional Personal Fall Protection Measures

In addition to the required fall protection systems, other protective measures such as safety skiffs, personal floatation devices, and life rings, are required when working above or next to water in accordance with EM 385-1-1 . Personal fall protection systems and equipment are required when working from an articulating or extendible boom, swing stages, or suspended platform. In addition, personal fall protection systems are required when operating other equipment such as scissor lifts. The need for tying-off in such equipment is to prevent ejection of the employee from the equipment during raising, lowering, travel, or while performing work.

3.2.1.2 Personal Fall Protection Equipment

Only a full-body harness with a shock-absorbing lanyard or self-retracting lanyard is an acceptable personal fall arrest body support device. The use of body belts is not acceptable. Harnesses must have a fall arrest attachment affixed to the body support (usually a Dorsal D-ring) and specifically designated for attachment to the rest of the system. Snap hooks and carabineers must be self-closing and self-locking, capable of being opened only by at least two consecutive deliberate actions and have a minimum gate strength of 3,600 lbs in all directions. Use webbing, straps, and ropes made of synthetic fiber. The maximum free fall distance when using fall arrest equipment must not exceed 6 feet, unless the proper energy absorbing lanyard is used. Always take into consideration the total fall distance and any swinging of the worker (pendulum-like motion), that can occur during a fall, when attaching a person to a fall arrest system. Equip all full body harnesses with Suspension Trauma Preventers such as stirrups, relief steps, or similar in order to provide short-term relief from the effects of orthostatic intolerance in accordance with

EM 385-1-1 .

-- End of Section --

SECTION 01 35 26 Page 13 ED 22-045

DIRECTION OF ADVANCEMENT

MARSH

CLAY FILL

NOT TO SCALE

CLAY WORKING BASE FILL

PLACEMENT DETAIL

NOTES:

THE CLAY FILL SHALL BE PLACED IN A "BULL NOSE"

CONFIGURATION IN ORDER TO MINIMIZE THE AMOUNT OF SOFT

MATERIAL TRAPPED UNDERNEATH THE CLAY FILL AND TO

MINIMIZE THE MUD WAVE FORMING AHEAD OF THE CLAY FILL.

THIS DETAIL ALSO APPLIES TO AREAS WHERE FILL IS BEING

PLACED IN MARSH OR OPEN WATER.

1.

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A1

NOT TO SCALE

SILT FENCE DETAILS

1'

3' -0

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IN

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TRENCH MIN. 6"

DEEP BACK FILLED

NOTES:

1. SILT FENCES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR AS SHOWN ON THE PLANS AND AS DIRECTED BY THE CONTRACTING OFFICER UNTIL THE DISTURBED AREAS ARE PERMANENTLY STABILIZED. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE

MADE PROMPTLY AS NEEDED.

2. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6" AND DISPOSED OF IN AN APPROVED SITE IN A MANNER THAT WILL NOT

CONTRIBUTE TO FURTHER SILTATION.

3. MATERIALS:

POSTS SHALL BE STEEL OR WOODEN FENCE POSTS WITH A MINIMUM LENGTH OF 7' AND ARE TO BE SET AT LEAST 18" DEEP.

4. NOT USED

5. SILT FENCE SHALL BE SECURELY FASTENED TO EACH POST.

6. FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE.

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C1 C-101- C-107

NOT TO SCALE

GROUTED PER PROJECT

SPECIFICATIONS

TYPICAL PIEZOMETER

PIEZOMETER

PIEZOMETER

PIEZOMETER

EXISTING GROUND SURFACE

ELEVATION -30.0

2' X 2' ' 14" STEEL PLATE

WELD

NOTES:

1. SETTLEMENT PLATE PAINTED WITH HIGH VISIBILITY REFLECTIVE PAINT

2. SURVEYOR ELEVATION TO BE TAKEN IMMEDIATELY PRIOR TO AND AFTER

ADDING EACH 5 FOOT PIPE SECTION.

3. FOR LOCATIONS OF SETTLEMENT MONITORING INSTRUMENTATION, SEE

SHEETS C-101 TO C-107 AND SHEETS C-201, C-202 AND C-204

COMPACTED FILL

2" COUPLING WELDED TO BASE

2" DIAMETER COUPLED ROD

IN 5 FOOT SECTIONS

2" COUPLING

NOT TO SCALE

TYPICAL SETTLEMENT PLATE

ELEVATION -20.0

ELEVATION -10.0

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A4 A5 C-101-C-107 C-201,C-202, C-204

C-101-C-107 C-201,C-202, C-204

NOT TO SCALE

TYPICAL DATA LOGGER LAND BRIDGE DETAIL PLAN VIEW

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ID TYPE USACE B/L STATION NEW LEVEE C/L STATION NORTHING EASTING OFFSET ELEVATION

SP-17678-CL SETTLEMENT PLATE 2147+86 178+64 308814.46 3470909.65 0 6.0

SP-17678-TOE SETTLEMENT PLATE 2147+86 178+64 308819.73 3470794.78 115 LT. 4.0

P-17678-CL PIEZOMETER NEST 2147+72 178+64 308800.70 3470909.06 0 -10.0, -20.0, -30.0

P-17678-TOE PIEZOMETER NEST 2147+72 178+64 308805.97 3470794.19 115 LT. -10.0, -20.0, -30.0

DL-17678 DATALOGGER 2147+86 178+64 308821.83 3470749.86 160 LT. N/A

GEOTECHNICAL INSTRUMENTATION LOCATION 2

ID TYPE USACE B/L STATION NEW LEVEE C/L STATION NORTHING EASTING OFFSET ELEVATION

SP-23782-CL SETTLEMENT PLATE 2206+86 237+68 314651.92 3471661.74 0 6.0

SP-23782-TOE SETTLEMENT PLATE 2206+86 237+68 314666.37 3471547.66 115 LT. 4.0

P-23782-CL PIEZOMETER NEST 2206+73 237+54 314638.25 3471660.05 0 -10.0, -20.0, -30.0

P-23782-TOE PIEZOMETER NEST 2206+73 237+54 314652.70 3471545.97 115 LT. -10.0, -20.0, -30.0

DL-23782 DATALOGGER 2206+86 237+68 314672.06 3471503.06 160 LT. N/A

GEOTECHNICAL INSTRUMENTATION LOCATION 3

ID TYPE USACE B/L STATION NEW LEVEE C/L STATION NORTHING EASTING OFFSET ELEVATION

SP-29277-CL SETTLEMENT PLATE 2261+38 292+62 320071.67 3472338.26 0 6.0

SP-29277-TOE SETTLEMENT PLATE 2261+38 292+62 320095.81 3472218.83 122 LT. 4.0

P-29277-CL PIEZOMETER NEST 2261+25 292+44 320058.15 3472335.65 0 -10.0, -20.0, -30.0

P-29277-TOE PIEZOMETER NEST 2261+25 292+44 320082.29 3472216.21 122 LT. -10.0, -20.0, -30.0

DL-29277 DATALOGGER 2262+29 292+68 320109.49 3472174.74 168 LT. N/A

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1.8.5 Preconstruction Conference

1.16 SEVERE STORM PLAN