W912P821B0034 Amendment 0002.pdf

OM21033

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The above numbered solicitation for Mississippi River, New Orleans Harbor, Cutterhead Dredge Contract No. 4-2021, Orleans and Jefferson Parish, Louisiana (OM21033) has been amended to:

1. Include the attachements referenced in Amendment 0001

1. CONTRACT ID CODE PAGE OF PAGES

J 1 1

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

16C. DATE SIGNED

BY 17-May-2022

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P821B0034

X 9B. DATED (SEE ITEM 11)

19-Apr-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

17-May-2022

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P821B0034

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

Miss R, New Orleans Harbor and Various Bar Channels Cutterhead OM21033AMEND

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00010

BID SCHEDULE

PART 1 GENERAL

1.1 BIDDING SCHEDULES

1.2 BID FORM NOTES

1.3 BIDDING

1.4 EVALUATION OF BIDS

1.5 CONDITIONS OF CONTRACT AWARD

1.6 BIDDER QUALIFICATIONS

1.7 PRE-AWARD INSPECTION OF PLANT

1.8 OPTION ITEMS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 00010 Page 1

SECTION 00010

BID SCHEDULE

PART 1 GENERAL

1.1 BIDDING SCHEDULES

SECTION 00010 - BIDDING SCHEDULE

MISSISSIPPI RIVER, NEW ORLEANS HARBOR AND VARIOUS BAR CHANNELS

CUTTERHEAD DREDGE NO. 4-2021

ORLEANS, JEFFERSON, TERREBONNE, PLAQUEMINES, AND LAFOURCHE PARISHES, LA

SOLICITATION NO. W912P821B0034

LOT ONE, 27 IN. INSIDE DIAMETER (ID) PUMP DISCHARGE WITHOUT SUBMERGED PUMP

Bid Item

DESCRIPTION Estimated Quantity

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 1,179 HOUR

Option

NOH OPTION DREDGING 1,179 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 90 MILE

Option

OPTION DREDGE TOWING

SERVICE

90 MILE XXXXXXXX

0006 PREPARATORY WORK FOR

BARATARIA BAR DREDGING

REGION

1 JOB

0007 BARATARIA BAR DREDGING 645 HOUR

Option

BARATARIA BAR OPTION

DREDGING

645 HOUR XXXXXXXX

Option

BIRD NESTING PREVENTION

AND AVOIDANCE MEASURES

64 DAY

TOTAL: LOT ONE BID

*SEE BID FORM NOTES FOLLOWING LAST BID LOT

SECTION 00010 Page 2

SECTION 00010 - BIDDING SCHEDULE

MISSISSIPPI RIVER, NEW ORLEANS HARBOR AND VARIOUS BAR CHANNELS

CUTTERHEAD DREDGE NO. 4-2021

ORLEANS, JEFFERSON, TERREBONNE, PLAQUEMINES, AND LAFOURCHE PARISHES, LA

SOLICITATION NO. W912P821B0034

LOT TWO, 30 IN. INSIDE DIAMETER (ID) PUMP DISCHARGE WITHOUT SUBMERGED PUMP

Bid Item

DESCRIPTION Estimated Quantity

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 956 HOUR

Option

NOH OPTION DREDGING 956 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 90 MILE

Option

OPTION DREDGE TOWING

SERVICE

90 MILE XXXXXXXX

0006 PREPARATORY WORK FOR

BARATARIA BAR DREDGING

REGION

1 JOB

0007 BARATARIA BAR DREDGING 523 HOUR

Option

BARATARIA BAR OPTION

DREDGING

523 HOUR XXXXXXXX

Option

BIRD NESTING PREVENTION

AND AVOIDANCE MEASURES

52 DAY

TOTAL: LOT TWO BID

SECTION 00010 Page 3

SECTION 00010 - BIDDING SCHEDULE

MISSISSIPPI RIVER, NEW ORLEANS HARBOR AND VARIOUS BAR CHANNELS

CUTTERHEAD DREDGE NO. 4-2021

ORLEANS, JEFFERSON, TERREBONNE, PLAQUEMINES, AND LAFOURCHE PARISHES, LA

SOLICITATION NO. W912P821B0034

LOT THREE, 30 IN. INSIDE DIAMETER (ID) PUMP DISCHARGE WITH SUBMERGED PUMP

Bid Item

DESCRIPTION Estimated Quantity

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 720 HOUR

Option

NOH OPTION DREDGING 720 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 90 MILE

Option

OPTION DREDGE TOWING

SERVICE

90 MILE XXXXXXXX

0006 PREPARATORY WORK FOR

BARATARIA BAR DREDGING

REGION

1 JOB

0007 BARATARIA BAR DREDGING 420 HOUR

Option

BARATARIA BAR OPTION

DREDGING

420 HOUR XXXXXXXX

Option

BIRD NESTING PREVENTION

AND AVOIDANCE MEASURES

42 DAY

TOTAL: LOT THREE BID

SECTION 00010 Page 4

1.2 BID FORM NOTES

a. The dredge and attendant plant must be able to operate in river stages above 12 feet at the New Orleans (Carrollton) gage, if necessary. Therefore, by bidding on this solicitation, the Contractor is certifying that its dredge meets this requirement.

b. Bidders shall bid on all items including optional items (see "Evaluation of Options" FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

c. Bidders shall use the Item No. 0002 unit price to compute Option Item No. 0003 total price, Item No. 0004 unit price to compute Option Item No. 0005 total price, and Item No. 0007 unit price to compute Option Item No. 0008 total price.

d. Any bid may be rejected if the Contracting Officer or his/her authorized representative determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only the total price of the bid, but the prices for individual line items as well. Any bid may be rejected if the prices for any line items or subline items are materially unbalanced (see "Rejection of Individual Bids" FAR 14.404-2).

e. 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 after Notice of Award. The NTP will be issued after verification of acceptable performance and payment bonds. Within 48 hours after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Administrative Contracting Officer or his/her authorized representative. Physical work cannot start until the Resident Management System is set-up, the Accident Prevention Program and other required submittals have been submitted and approved, and all preliminary meetings called for under the contract have been conducted.

f. RAPID VENDOR PAYMENT: See the following web based instructions for the submission of invoices:

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

g. The unit "job" is a one-time payment for work performed. "Job" is synonymous with the previously used term "lump sum".

1.3 BIDDING

a. The bidder shall select only one bid lot, determined by the class of dredge intended to be used. Bids which are submitted on an inappropriate bid lot will be declared non-responsive.

b. Bidders shall furnish unit prices for all items listed on the schedule of bid items that require unit prices. If the bidder fails to insert a unit price in the appropriate blank for required items but does furnish an extended total or an estimated amount for such items, the Government will deem the unit price to be the quotient obtained by dividing the extended estimated amount for that line item by the quantity. IF THE BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

ESTIMATED AMOUNT FOR ANY REQUIRED ITEM, THE BID WILL BE DECLARED

NON-RESPONSIVE.

SECTION 00010 Page 5

1.4 EVALUATION OF BIDS

a. To provide fair competition between dredges of dissimilar sizes and production rates, the hourly dredging quantities have been determined based on the estimated quantity of shoal material to be removed and the nominal production rate of the dredge in each bid lot. The production rates shown in the chart in the paragraph entitled "Minimum Production Rate Requirements" located in the Dredging Region Section(s) were used to make this determination.

b. The nominal dredge production rates listed in this solicitation were conservatively estimated based on an average "Standard" cross-sectional quantity of material for this solicitation's dredging regions, which have variable and dynamic shoaling conditions. It is the bidder's responsibility to make its own assessment of the actual dredging conditions in order to prepare a bid for this work.

c. Award will be made to that responsible bidder presenting the lowest priced responsive bid in response to this solicitation, regardless of the Bid Lot used.

d. The hourly quantities for the Dredging and Option Dredging Items shown on the bid lots are 100% pay time hours. The actual calendar duration of the contract may vary as a result of fractional pay time.

Refer to Section 35 20 23.23, paragraph entitled "Dredging and Option Dredging Items", for additional information.

1.5 CONDITIONS OF CONTRACT AWARD

a. Award will be made as a whole to one bidder. The dredge and attendant plant offered in the bidding schedule shall be complete with full operating personnel and in operating status for the contract period. EM 385-1-1, Section 19, "Floating Plant and Marine Activities" shall be complied with at all times. NOTE: All work under these specifications shall be performed in accordance with the provisions of EM 385-1-1 "Army Corps of Engineers Safety and Health Requirements Manual", latest edition.

b. The Government may award the contract at the total bid price, comprised of the base items and option item(s); however, the Government is not obligated to exercise any option item(s).

c. The number of hours stated in the bidding schedule is an estimated quantity. The dredge and attendant plant will be retained for an approximate number of days shown in the table below starting no later than 240 hours after issuance of the Notice to Proceed.

APPROXIMATE DREDGE CONTRACT DURATION

Bid Lot

Approx.

Number of

Days for Item

Approx. Number of Days for Option Item

Approx.

Number of

Days for Item

Approx. Number of Days for Option Item

1 66 66 39 39

2 55 55 34 34

3 44 44 29 29

SECTION 00010 Page 6

The time required for completion of the contract shall be established as the sum of the calendar days listed in the columns entitled "Approx.

Number of Days for Item 0002" and "Approx. Number of Days for Item 0007" for the applicable bid lot. In the event all Option Items are fully exercised under the terms of the contract, the time required for completion of the contract shall be extended by the sum of the calendar days listed in the columns entitled "Approx. Number of Days for Option Item 0003" and "Approx. Number of Days for Option Item 0008" for the applicable bid lot. In the event an Option Item is partially exercised, the contract completion date shall be extended using the following formula:

[(partial option hours exercised)/(option hours listed in bid schedule for applicable bid lot)] x calendar days listed in the column entitled "Approx. Number of Days for Option Item 0003" (or "Approx.

Number of Days for Option Item 0008") for the applicable bid lot

d. The bidder shall be capable of providing for assignment of the dredge and all attendant plant, complete and in full operating condition in all respects, and to commence dredging no later than 240 hours after issuance of the Notice to Proceed.

1.6 BIDDER QUALIFICATIONS

a. Before the Government will award a contract based on this solicitation, the apparent low bidder shall establish that it is responsible and entitled to award of the contract, by certifying that its dredge meets the appropriate production rate for the dredging region, as listed in the chart in the paragraph entitled "Minimum Production Rate Requirements" located in the Dredging Region Section(s). The dredge must have performed at, or above, the listed production rate for at least 85 percent of the total contract duration, on any contracts that are used to prove plant capability, within three years prior to the bid opening date of this solicitation. Failure to establish the dredge's capability to meet the required production rate will result in a finding of non-responsibility.

b. A bidder may be rejected as non-responsible if it cannot show the necessary capital, experience, or equipment needed to perform the work described under this solicitation (see "Responsible Prospective Contractors" FAR Subpart 9.1). The bidder must also show that the dredge and attendant plant are not already obligated for the performance of other work which would delay commencement, performance, and completion of the solicited work, and must show that delivery of the dredge and attendant plant to the site of work can be made within the time allowed in the specifications.

c. Bidders must register in the System for Award Management (SAM) database in accordance with FAR 52.204-7-OCT 2018.

1.7 PRE-AWARD INSPECTION OF PLANT

a. The apparent low bidder shall make the dredge and attendant plant available for inspection, to determine compliance with these specifications, as soon as practicable after bids are opened, and prior to contract award. If deficiencies are found during the inspection, the bidder will be notified in writing, which may be transmitted by email or facsimile. Upon receipt of such notice, the bidder shall

SECTION 00010 Page 7 correct all deficiencies at least two calendar days in advance of the projected contract award date.

b. Two calendar days before the projected award date, or upon notification by the bidder that the deficiencies have been corrected, a Government representative will re-inspect the dredge and attendant plant. If at that time the dredge and attendant plant do not meet the requirements of these specifications, the bidder will be rejected as non-responsible.

c. The Government may choose to waive the pre-award inspection if the projected contract award date is less than five calendar days after the bid opening date. Waiver of the pre-award inspection does not relieve the bidder from the requirement to provide a dredge and attendant plant in full compliance with the specifications.

1.8 OPTION ITEMS

a. The Government may require the delivery of, in whole or part, any Option Items. The Government may exercise an Option Item by written notice to the Contractor. If the Government activates the Option Item, the activation will occur while the Contractor's equipment is in the work vicinity as described in the applicable Dredging Region Section(s). If Option Dredging Item work is exercised, it shall be performed as a continuance of Dredging Item work, which shall be activated first.

b. No additional mobilization/demobilization will be paid to the Contractor for Option Item work performed within the work region. The Contractor shall commence performance of optional work no more than three calendar days after the time the Contractor receives the Government's Notice to Proceed with the optional work.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 00010 Page 8

CESO Form A-02 MAR 15

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Inspector Name (Print) Inspector Signature

This checklist serves as a guide only, it does not replace or eliminate the need to comply with the requirements set forth in Engineering Manual 385-1-1, Safety and Health Requirements Manual, dated 30 Nov 2014. The references included in this checklist correspond to the applicable sections of EM 385-1-1.

Item Description Yes No N/A Remarks (Any NO or N/A item)

a. Signature sheet

1. Includes the name, title, signature, telephone number, and qualifications of the Plan Preparer (Qualified person, i.e. corporate safety staff person, QC)

2. Includes the name, title, signature, telephone number, and qualifications of the Plan Approver (e.g. owner, company president, regional vice president) (HTRW activities require approval of a Certified Industrial Hygienist, a Certified Safety Professional may approve the plan for operations involving UST removal where contaminants are known to be petroleum, oils, or lubricants).

3. Includes the name(s), title(s), signature(s), telephone number(s), and qualifications for Plan Concurrence (provide concurrence of other applicable corporate and project personnel (contractor)) (e.g. Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project QC.)

b. Background information

1. Includes the Contractor Name.

2. Includes the Contract Number.

3. Includes the Project Name.

4a. Includes the Brief Project Description.

4b. Includes a Discription of the Work to be Performed.

4c. Includes the Location of the Project (map).

4d. Includes the Equipment to be Used.

4e. Includes the Anticipated High Risk Activities.

5. Includes the Major Phases of Work Anticipated.

(Within these major phases of work identified, activities [includes Definable features of Work (DFOWs) and tasks] to be performed that will require an AHA shall be specifically highlighted. This information can then be used by QC, QA and Safety personnel to track AHA submittals. The AHAs for these activities, tasks of DFOWs are NOT submitted at this time (AHAs created/submitted at this time would not be activity-specific as they are intended to be). > See Sections 01.A.14 and 01.A.15.)

Section 01 35 26 ATTACHMENT

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Item Description Yes No N/A Remarks (Any NO or N/A item)

c. Statement of Safety and Health Policy.

1. Provide a copy of current corporate/company Safety and Health Policy Statement, detailing commitment to providing a safe and healthful workplace for all employees. (In addition to the corporate policy statement, a copy of the corporate safety program may provide a portion of the information required by the accident prevention plan.)

2. Includes Contractor’s written safety program goals.

3. Includes Contractor’s written safety program objectives.

4. Includes the Contractor Accident Experience (Copy of OSHA 300 Forms, or equivalent documentation).

d. Responsibilities and Lines of Authority.

1. Includes statement of the employer’s ultimate responsibility for the implementation of his SOH program for his own employees, all sub-contractors and all others on the worksite (includes the strict enforcement of the program).

2. Includes the identification and accountability of personnel responsible for safety and health at both the corporate and project level – including their resumes. Qualifications shall be in accordance with Section 01.A.17. (Only official OSHA 30-Hour cards will be accepted or, if equivalent training is provided, appropriate instructor qualifications.)

3. Includes equivalent training to the OSHA 30-Hour classes is being presented as qualification, the training shall cover, as a minimum, the areas discussed in Appendix A, Section 3.d.3.(a-d).

4. Includes the names of Competent (CP) and/or Qualified Person(s) (QP) and proof of competency/qualification to meet specific OSHA CP/QP requirements. (Must include copies of proof of CP/QP).

5. Includes requirements and details of the employer’s Risk Management Process. (USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors and other individual employer’s may use the AHAs or their own version [Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools]. These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.)

6. Includes requirements for initial activity-specific AHAs to be submitted and accepted at preparatory meetings, prior to work being performed;

7. Includes requirements that no work by the Contractor shall be performed unless a designated Competent Person/SSHO is present on the job site.

8. Includes policies and procedures regarding non-compliance with safety requirements (to include disciplinary actions for violation of safety requirements).

9. Lines of authority.

10. Includes written company procedures for holding managers and supervisors accountable for safety.

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Item Description Yes No N/A Remarks (Any NO or N/A item)

e. Subcontractors and Suppliers.

1. Includes the list of subcontractors and suppliers.

(If not known at the time of initial APP submittal, the contractor shall include the following statement in their initial APP: “The subcontractors for the following DFOWs/activities are not known at this time, but additional information will be submitted to the APP for acceptance prior to the start of any activities listed”)

2. Includes safety responsibilities of subcontractors and suppliers.

f. Training

1. Includes requirements for new hire SOH orientation training at the time of initial hire of each new employee.

2. Includes requirements for mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE) and any requirements for periodic retraining / recertification.

3. Includes procedures for periodic safety and health training for supervisors and employees.

4. Includes the requirements for emergency response training.

g. Safety and Health Inspections

1. Includes specific assignment of responsibilities for a minimum daily jobsite SOH inspection during periods of work activity.

1a. Includes the name(s) of individual(s) responsible for conducting safety inspections. (e.g., PM, safety professional, QC, supervisors, employees) 1b. Includes proof of inspector's training / qualifications.

1c. Indicates when inspections will be conducted.

1d. Indicates procedures for documentation. (Furnished sample forms upon which inspections will be recorded.)

1e. Indicates deficiency tracking system and follow-up procedures.

2. Includes any external inspections / certifications which may be required. (e.g., US Coast Guard)

h. Mishap Reporting and Investigation

1. The plan identifies how, when, and who shall complete the Exposure data (man-hours worked).

2a. The plan identifies how, when, and who shall complete mishap investigations, reports, and logs. (The contractor shall report, thoroughly investigate, and analyze all mishaps occurring incidentally to an operation, project or facility for which this manual is applicable.)

2b. The plan identifies how, when, and who shall make immediate notification of major mishaps. (Mishaps shall be reported as soon as possible but not more than 24 hours afterwards to the KO/COR.)

2c. Includes how, when, and who will provide notice to the KO/COR when corrective actions are completed. (Implement corrective actions as soon as reasonably possible.)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable safety and occupational health risks and associated compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:

(1)Include a project-specific compliance plan, as applicable to the work being performed, and as identified below. The plans shall incorporate project-wide procedures to control hazards to which the employees of all project employers may be exposed.

(2) These procedures shall be coordinated with all project employers and shall include project-specific, project-wide emergency response and evacuation procedures, PPE requirements, recordkeeping and reporting requirements, and training requirements.

(3) The plans shall be prepared prior to the start of any work activities on the job site (as much as the information can be known at that point in time). The plans shall be updated throughout the life of the project to include changes in personnel, equipment, conditions, etc. Additional revisions shall be incorporated as necessary to reflect changing site conditions, construction methods, personnel roles and responsibilities and construction schedules.

(4) No activity (DFOW) shall be started on site until the APP is revised and submitted to the GDA for acceptance, with the site-specific plans, programs and procedures required to complete the project.

Item Description Yes No N/A Remarks (Any NO or N/A item)

i. Plans (Programs, Procedures, Assessments, and Evaluations) required by the Safety Manual

1. Fatigue Management Plan (01.A.20)

2. Emergency Plans (01.E):

(a) Procedures & Test (01.E.01)

(b) Spill Plans (01.E.01, 06.A.02)

(c) Fire Fighting Plan (01.E.01; 19.A)

(d) Posting of Emergency Telephone Numbers (01.E.05)

(e) Man overboard/abandon ship (19.A.04)

(f) Plan for prevention of alcohol and drug abuse (01.C.02 & Specs)

3. Site Sanitation/Housekeeping Plan (02.B)

4. Medical Support Agreement. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (03.A.01, 03.A.03)

5. Blood-borne Pathogen Program (03.A.05)

6. Exposure Control Plan (03.A.05)

7. Automatic External Defibrillator (AED) Program (03.B.04)

8. Site Layout Plan (04.A)

9. Access/Haul Road Plan (04.B)

10. Hearing Conservation Program (05.C)

11. Respiratory Protection Plan (05.G)

12. Health Hazard Control Program (06.A)

13. Hazard Communication Program (06.B.01)

14. Process Safety Management Plan (06.B.04)

15. Lead Compliance Plan (06.C.02 & Specifications)

16. Asbestos Abatement Plan (06.C.03 & Specifications)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:

Item Description Yes No N/A Remarks (Any NO or N/A item)

i. Plans (Programs, Procedures) continued.

17. Radiation Safety Program (06.F)

18. Abrasive Blasting Plan (06.I)

19. Heat Stress Monitoring Plan (HSMP) (06.J.02)

20. Cold Stress Monitoring Plan (CSMP) (06.J.04)

21. Indoor Air Quality Management Plan (06.L)

22. Mold Remediation Plan (06.L.04)

23. Chromium (VI) Exposure Evaluation (06.M)

24. Crystalline Silica Assessment (06.N.02)

25. Lighting Plan for Night Operations (07.A.06)

26. Traffic Control Plan (08.C.05)

27. Fire Prevention Plan (09.A.01)

28. Wild Land Fire Management Plan (09.L)

29. Arc Flash Hazard Analysis (11.B)

30. Assured Equipment Grounding Control Program (AEGCP), (11.D.05, Appendix E)

31. Hazardous Energy Control Program and Procedures (12.A.01)

32. Standard Pre-Lift Plan – LHE (16.A.03)

33. Critical Lift Plan – LHE (16.H)

34. Naval Architectural Analysis – LHE (Floating) (16.L)

35. Floating Plant Inspection and Certification (19.A.01)

36. Severe Weather Plan for Marine Activities (19.A.03)

37. Emergency Plan for Marine Activities (19.A.04)

38. Man Overboard/Abandon Ship Procedures (19.A.04)

39. Float Plan for Launches, Motorboats, Skiffs (19.F.04)

40. Fall Protection and Prevention Plan (21.D)

41. Demolition/Renovation Plan (to include engineering survey) (23.A)

42. Rope Access Work Plan (24.H)

43. Excavation/Trenching Plan (25.A.01)

44. Fire Prevention and Protection Plan for Underground Construction (26.D.01)

45. Compressed Air Work Plan for Underground Construction (26.I.01)

46. Erection and Removal Plan for Formwork and Shoring (27.C)

47. Precast Concrete Plan (27.D)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:

Item Description Yes No N/A Remarks (Any NO or N/A item)

i. Plans (Programs, Procedures) continued.

48. Lift-slab Plans (27.E)

49. Masonry Bracing Plan (27.F.01)

50. Steel Erection Plan (28.B)

51. Explosives Safety Site Plan (ESSP) (29.A)

52. Blasting Plan (29.A; 26.J)

53. Dive Operations Plan (30.A.14, 30.A.16)

54. Safe Practices Manual for Diving Activities (30.A.15)

55. Emergency Management Plan for Diving (30.A.18)

56. Tree Felling/Maintenance Program (31.A.01)

57. Aircraft/Airfield Construction Safety & Phasing Plan (CSPP) (32.A.02)

58. Aircraft/Airfield Safety Plan Compliance Document (SPCD) (32.A.02)

59. Site Safety and Health Plan (HTRW) (33.B)

60. Confined Space Entry Procedures (34.A.05)

61. Confined Space Program (34.A.06)

j. Risk Management Processes (AHAs). Detailed project-specific hazards and controls shall be provided by Activity Hazard Analysis for each activity (DFOW). No work will begin on an activity (DFOW) until the initial AHA has been accepted by the GDA addressing the project-specific hazards. (01.A.14 & 01.A.15) Note: USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors and other individual employer’s may use the AHAs or their own version [Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools].

These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.

Remarks:

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Other Remarks:

SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23.23 19

HYDRAULIC DREDGING - BARATARIA BAY WATERWAY BAR CHANNEL DREDGING REGION

PART 1 GENERAL

1.1 SCOPE

1.2 MEASUREMENT AND PAYMENT

1.2.1 Base Item: Preparatory Work For Barataria Bar Dredging Region

1.2.2 Option Item: Bird Nesting Prevention and Avoidance Measures

1.2.3 Non-Standard Dredging Conditions

1.2.4 Dredging and Option Dredging Items

1.3 EXISTING STRUCTURES OR UTILITIES

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 DREDGING

3.1.1 Dredging Region

3.1.1.1 Barataria Bay Waterway Bar Channel

3.1.2 Pipeline and Equipment Access

3.1.3 Dredge Discharge Pipeline

3.1.4 Before and After Disposal Surveys

3.1.5 Before and After Dredging Cross Sections

3.1.6 Survey Data

3.2 COLONIAL NESTING BIRDS

3.2.1 General

3.2.2 Implementation and Reporting

3.2.3 No Work Distances

3.2.4 Bird Nesting Prevention and Avoidance Measures

3.2.5 Discovery of Bird Nests at the Work Site

3.3 PREVIOUS DREDGING CONTRACTS

3.4 MINIMUM PRODUCTION RATE REQUIREMENTS

3.5 HORIZONTAL AND VERTICAL CONTROL POINTS

ATTACHMENTS:

Barataria Bay Waterway Bar Channel Maintenance Dredging Plates

-- End of Section Table of Contents --

SECTION 35 20 23.23 19 Page 1

SECTION 35 20 23.23 19

HYDRAULIC DREDGING - BARATARIA BAY WATERWAY BAR CHANNEL DREDGING REGION

PART 1 GENERAL

1.1 SCOPE

This section details specific requirements, which are in addition to the general requirements set forth in the specifications, for the Barataria Bay Waterway Bar Channel Dredging Region. The work covered by this section consists of furnishing all labor, materials, and equipment, and performing all work required for dredging in the specified dredging region, except for those measures set forth in other technical portions of the specifications.

1.2 MEASUREMENT AND PAYMENT

Payment for the work covered under this section shall be included in the contract unit price per hour for "Barataria Bar Dredging" and "Barataria Bar Option Dredging" except for "Preparatory Work For Barataria Bar Dredging Region" and Option Item "Bird Nesting Prevention and Avoidance Measures".

1.2.1 Base Item: Preparatory Work For Barataria Bar Dredging Region

All costs associated with the mobilization of any dredge plant required for the Barataria Bay Waterway Bar Channel Dredging Region that is in excess of what was required at the Algiers, IHNC, and Harvey Lock Forebays Dredging Region shall be included in the job price for "Preparatory Work For Barataria Bar Dredging Region". Once dredging operations are complete in the Barataria Bar Channel, payment for final demobilization of the Contractor's plant and equipment shall be included in the contract job price for "Mobilization and Demobilization".

1.2.2 Option Item: Bird Nesting Prevention and Avoidance Measures

All costs associated with Bird Nesting Prevention and Avoidance Measures shall be included in the contract unit price per day for Option Item "Bird Nesting Prevention and Avoidance Measures". Pay time for this option item will be measured by the day. A day of performing the nest prevention measures is defined as dawn to dusk. Nest prevention measures shall be performed as described in the paragraph entitled "Bird Nesting Prevention and Avoidance Measures". Portions of a day when the nest prevention measures are required will be considered as a full day. Price and payment shall constitute full compensation for furnishing all equipment, labor, materials, supplies, supervision, removal of nest prevention measures, and all operations incidental thereto.

1.2.3 Non-Standard Dredging Conditions

The following conditions will be considered non-standard:

a. Those conditions described in Section 35 20 23.23, paragraph entitled "Dredging in Non-Standard Reaches and Conditions".

SECTION 35 20 23.23 19 Page 2

b. Any locations within the Barataria Bar Channel where the dredging template from station -75+00 to -210+00 yields less than a 250 foot swing width.

1.2.4 Dredging and Option Dredging Items

Reference Section 35 20 23.23, paragraph entitled "70% Pay Time Hours".

Movement of the dredge and attendant plant from the Algiers, IHNC, and Harvey Lock Forebays Dredging Region to the Barataria Bay Waterway Bar Channel Dredging Region will be paid at 70% of the contract unit price for "Barataria Bar Dredging".

1.3 EXISTING STRUCTURES OR UTILITIES

The structures or utilities listed below are known to be located within or near the dredging region.

Structure or Utility

Owner Information Approximate C/L Station

Elevation (feet MLG)

Two Electrical Power Lines

Entergy 9585 Pecue Lane Baton Rouge, LA 70810

Mr. Todd Varner 225-754-6127 tvarner@entergy.com

Mr. Terry Hebert 504-343-7273 theber2@entergy.com crosses disposal area

Unknown

Two 20-inch Oil Pipelines

Chevron Pipeline Co.

Mr. Steven Fontana 100 Northpark Blvd.

Office N1113 Covington, LA 70433-5069 Office: 985-773-6389 Cell: 985-791-9150 Email: sfontana@chevron.com

Mr. Jace Serigny 165 Chevron Road Golden Meadow, LA 70357 985-258-7618 jserigny@chevron.com north of Grand Terre Island

3.0' below mudline

SECTION 35 20 23.23 19 Page 3

Structure or Utility

Owner Information Approximate C/L Station

Elevation (feet MLG)

4-inch flowline McMoran Oil and Gas, LP

1615 Poydras St.

New Orleans, LA 70112 504-582-4000

Mr. John Seip 504-582-4314 jseip@FMI.com

-224+69 3.0' below mudline

12-inch Oil Pipeline

Energy XXI

1021 Main St.

Suite 2626 Houston, TX 77002

Mr. Stephen Heimel 713-396-4196 sheimel@energyxxi.com

Ms. Amy Moreau 713-594-7994

-242+27 3.0' below mudline

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.1 DREDGING

3.1.1 Dredging Region

3.1.1.1 Barataria Bay Waterway Bar Channel

a. The authorized dimensions for the Barataria Bay Waterway Bar Channel are -15 feet Mean Low Gulf (MLG) by 250 feet bottom width from Station -75+00 to -210+00. The Contracting Officer or his/her authorized representative may issue dredging assignments for all or portions of this dredging region. Each dredging assignment will define the dredging template to be dredged by the Contractor. The dredging template will include the swing width, the side slope, and the specified elevation. The specified elevation in the dredging assignment will not exceed 3 feet below the authorized elevation and may be specified above the authorized dimensions when determined to be beneficial to the Government.

b. Disposal of dredged material shall be at the Government's direction. Material deposited shall be placed in open water at a minimum of 200 feet from the existing shoreline. Equipment and direct dredged material discharge are not allowed on the beach. Disposal shall initiate at the western limit of proposed disposal. The discharge line shall be placed so as to direct the discharge parallel

SECTION 35 20 23.23 19 Page 4 to the shoreline and in an easterly direction in an effort to maximize material retention. The elevation of the material shall not exceed +4.0 feet MLG. As the maximum elevation is reached, the discharge line shall be moved as necessary to maintain construction of a continuous disposal berm, in compliance with this elevation. The approved disposal area is shown on the Barataria Bay Waterway Bar Channel Maintenance Dredging Plates.

3.1.2 Pipeline and Equipment Access

When disposing in the disposal area, the pipeline shall be routed from the Barataria Bar Channel to the disposal area across the gulf. No flotation excavation is allowed through the gulf. The Contractor shall ensure that equipment and pipeline are not placed over the existing stone dike surrounding Fort Livingston. Fort Livingston is an archeological site that shall not be disturbed.

3.1.3 Dredge Discharge Pipeline

The Contractor shall provide 21,000 feet of serviceable floating, submerged, or shore pipeline and all associated equipment as directed by the Government. See Section 35 20 23.23, paragraph entitled "Dredge Discharge Pipeline", for additional information regarding pipeline requirements.

3.1.4 Before and After Disposal Surveys

Before and after disposal area surveys shall be taken at the Government's direction within the disposal area. Cross-sections shall be taken normal to the beach, beginning 200 feet from the existing shoreline and extending 100 feet gulfward. Spacing between the cross sections shall not exceed 100 feet. Soundings and/or rod readings shall be recorded to the nearest tenth of a foot and the distance between soundings and/or rod readings shall not exceed 25 feet. The surveys shall extend to adequately cover the area impacted by dredge material placement.

All surveys shall be tied/referenced to the centerline of the channel. All notes resulting from these surveys shall be presented to the Contracting Officer's Representative. The before and after disposal surveys shall be furnished to the Government in CAD and PDF formats including plan and section views. Survey data shall also be provided in ASCII XYZ format (easting, northing, elevation). All survey data shall be referenced to NAD83, State Plane Coordinates, LA South 1702 horizontally and Mean Low Gulf vertically. All disposal surveys shall be submitted and accepted before final payment is made to the Contractor. In addition, the before and after disposal surveys shall be submitted to Mr. Jeff Corbino electronically at Jeffrey.M.Corbino@usace.army.mil.

3.1.5 Before and After Dredging Cross Sections

In addition to the requirements in Section 35 01 50.73, paragraph entitled "Before and After Dredging Cross Sections", the before and after dredging cross sections of the channel shall be taken at approximately 200-foot intervals along the channel.

3.1.6 Survey Data

In addition to the requirements in Section 35 01 50.73, paragraph entitled "Survey Data", the Contractor shall promptly plot the channel cross

SECTION 35 20 23.23 19 Page 5 sections on a scale of 1 inch = 25 feet horizontal and 1 inch = 10 feet vertical.

3.2 COLONIAL NESTING BIRDS

3.2.1 General

Colonial nesting wading birds (including but not limited to, herons, egrets, and Ibis) and seabirds/water-birds (including, but not limited to terns, gulls, Black Skimmers, and Brown Pelicans) are known to nest in the project area. The nesting birds and their nests must not be disturbed or destroyed. The nesting activity period extends from 15 February through 15 September. Dredging activity during this period may be subject to additional requirements as stated below.

3.2.2 Implementation and Reporting

a. In addition to the requirements in Section 01 57 20.00 10, paragraph entitled "Implementation and Reporting", the Contractor shall also submit the Bird Nesting Prevention Plan. See the paragraph of this section entitled "Bird Nesting Prevention and Avoidance Measures".

b. The presence of nesting wading birds and/or seabirds/water-birds within the minimum distances from the work area, as specified in the paragraph entitled "No Work Distances", shall be immediately reported to Mr. Jeff Corbino of the U.S. Army Corps of Engineers at (504) 862-1958.

3.2.3 No Work Distances

No-work distance restrictions are as follows:

Terns, gulls, and Black Skimmers - 650 feet Colonial nesting wading birds - 1000 feet Brown Pelicans - 2000 feet

Coordination by the New Orleans District personnel with the U.S. Fish and Wildlife Service may result in a reduction or relaxing of these no-work distances depending on the species of birds found nesting at the work site and specific site conditions.

3.2.4 Bird Nesting Prevention and Avoidance Measures

The Contractor shall prepare and submit to the Contracting Officer's Representative, for approval, a plan detailing the efforts that will be undertaken to prevent birds from nesting within the minimum distances, as specified in the paragraph entitled "No Work Distances", from any work activity. Additionally, one copy of this plan shall be submitted to the personnel listed below:

US Army Corps of Engineers Lafayette Area Office Attn: Mr. John Page, CEMVN-CDL 646 Cajundome Blvd., Suite 301 Lafayette, LA 70506-4290 John.R.Page@usace.army.mil

US Army Corps of Engineers New Orleans District

SECTION 35 20 23.23 19 Page 6

ATTN: Mr. Jeff Corbino, CEMVN-ODT-E Room 291 7400 Leake Ave New Orleans, LA 70118 Jeffrey.M.Corbino@usace.army.mil

Nest prevention measures shall be intended to deter birds from nesting on the disposal area(s) and access corridor(s) without physically harming birds during the nesting activity period. Nest prevention measures may be used in combination and/or adjusted to be most effective. The use of any harassment measures shall be in accordance with EM 385-1-1 (Safety and Health Requirements), latest edition. At minimum, nest prevention measures shall include the following:

Flagging/Streamers - Flagging and/or streamers at least two feet in length and which consist of reflective plastic/mylar type material shall be attached to the top of stakes at least three feet in height.

The stakes shall be driven into the ground at approximately 20-foot intervals. Flagging and/or streamers shall be placed such that the flags/streamers move in a light wind.

Vehicular/Pedestrian Traffic - At minimum, one terrain vehicle and/or one person shall travel throughout the entire disposal area at least once per hour from dawn to dusk.

Upon the exercise of Option Item "Bird Nesting Prevention and Avoidance Measures", the Contractor shall begin work within 24 hours. Specific nest prevention measures used during the work shall be monitored for effectiveness and may require adjustment and/or modification. All equipment/supplies used for nest prevention shall be removed from the work site upon the completion of work and as directed by the Contracting Officer.

3.2.5 Discovery of Bird Nests at the Work Site

If bird nests are discovered at the work site, immediate notification shall be made in accordance with the paragraph entitled "Implementation and Reporting". The Contractor shall immediately mark the bird nests with flagging on stakes three feet above the ground surface and no closer than three feet from the nest. The Contractor shall immediately implement safe work distances from the nest(s) as specified in the paragraph entitled "No Work Distances", place flagging to create exclusion zone(s) around the nest(s), and advise all equipment operators of the bird nest(s) and exclusion zone(s).

3.3 PREVIOUS DREDGING CONTRACTS

Contact the contract personnel listed at the beginning of the specifications for information regarding previous dredging contracts.

3.4 MINIMUM PRODUCTION RATE REQUIREMENTS

a. The following chart shows the minimum production rates the dredge must perform at as specified in Section 35 20 23.23, paragraph entitled "Required Production and Dredging Tolerances".

SECTION 35 20 23.23 19 Page 7

BARATARIA BAR CHANNEL MINIMUM PRODUCTION RATE TABLE

Size of Dredge Pump Discharge (inches)

Submerged Pump

Minimum Output (cy/hr)

27 No 1667

30 No 2058

30 Yes 2563

b. If a dredge's submerged pump becomes inoperable and the Contractor elects to continue dredging, then the Contractor will be allowed to operate without the submerged pump provided the specifications have a bid lot for that size dredge without a submerged pump and provided the dredge meets the minimum production rate shown on the chart above and as specified in Section 35 20 23.23, paragraph entitled "Required Production and Dredging Tolerances". For a dredge with an inoperable submerged pump, the new unit price per hour for "Barataria Bar Dredging" and "Barataria Bar Option Dredging" shall be computed as follows:

New unit price per hour = (Original Base Item Estimated Quantity)x(Original Base Item Unit Price) Estimated Quantity From Base Item Bid Schedule of Applicable Bid Lot for the Same Size Dredge Without a Submerged Pump

The remaining hours, if any, on the Basic Payment Items will be prorated so that payments available to the Contractor under Option Payment Items will be unchanged. Option dredging payment hours will also be prorated separately, so that the total payments available to the Contractor for exercised options remain unchanged.

3.5 HORIZONTAL AND VERTICAL CONTROL POINTS

Horizontal and vertical control points are shown on the plate attached at the end of this section.

-- End of Section --

SECTION 35 20 23.23 19 Page 8

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