Amendment 0001 W912P823B0027.pdf

W912P823B0027

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 Orelans Harbor, Cutterhead Dredge No.2-2023, Orleans and Jefferson Parishes, Louisiana (OM23031) is hereby amended as follow s:

1. Set the bid opening date for 28 June 2024 at 11:00 AM CST via audio teleconference. "See Instructions to Bidders."

2. Make changes to the solicitation as detailed on following pages.

3. Updated Instructions to bidders.

4. Updated Wage Determinations.

Please note: the Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CST, which is the bid receipt cutoff time. All bids received after 10:00 AM CST on Friday, June 28, 2024 will be considered late. For any questions, please contact the Contracting Officer - Veronica Garner Flint, (504) 862-1515 or the Contract Specialist - Melissa A. Vaughn, (504) 862-2762 and Cori A. Caimi 504-862-1352..

1. CONTRACT ID CODE PAGE OF PAGES

1 31

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

16C. DATE SIGNED

BY 24-Jun-2024

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 W912P823B0027

X 9B. DATED (SEE ITEM 11)

17-Mar-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

24-Jun-2024

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:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

CONTINUATION PAGE

1. General Comment: There is a new EM 385-1-1 dated 15 March 2024. All work under these specifications shall be performed in accordance with the provisions of EM 385-1-1 "Safety and Occupational Health Requirements", dated 15 March 2024. Note: References to a particular section of the EM 385-1-1 may be outdated.

2. Section 00010, paragraph 1.1 “Bidding Schedules”: Delete this paragraph in its entirety and replace with the attached paragraph 1.1 “Bidding Schedules”.

3. Section 00010, paragraph 1.5c, “Approximate Dredge Contract Duration” table: Delete the current

“Approximate Dredge Contract Duration” table and replace with the attached “Approximate Dredge Contract Duration” table.

4. Section 01 30 00, paragraph 1.12 “As-Built Drawings”: In subparagraph c, delete the third sentence and replace with the following sentence: “In the notes column, state whether the utilities were dredged over, disposed on, skipped (state reason why), and any issues with the utility owner.”

5. Section 01 30 00: After paragraph 1.15, add the attached paragraph 1.16 “General Security

Requirements and Guidance”.

6. Section 01 30 00, Attachment “Utility Summary Sheet”: Delete the current “Utility Summary Sheet” and replace with the attached “Utility Summary Sheet”.

7. Section 01 33 00, Attachment “Submittal Register (ENG FORM 4288-R)”: Delete the current

“Submittal Register (ENG FORM 4288-R)” and replace with the attached “Submittal Register (ENG

FORM 4288-R)”.

8. Section 01 35 26, paragraph 1.3.1.1.4 “Safety Personnel Training Requirements for Dredging”: Delete this paragraph in its entirety and replace with the following paragraph 1.3.1.1.4 “Safety Personnel Training Requirements”.

1.3.1.1.4 Safety Personnel Training Requirements

The SSHO shall meet the training and experience requirements of EM 385-1-1, Chapter 2-3.b.

Level 1 SSHOs are not permitted to supervise non-safety personnel at the site of work.

9. Section 01 35 26, paragraph 1.4 “Accident Prevention Program”: Delete subparagraphs a through c in their entirety and replace with the following subparagraphs a through c.

a. The Contractor shall submit ENG Form 6206 (Activity Hazard Analysis (AHA)), ENG Form 6292 (Site-Specific Safety & Occupational Health Plan Worksheet), ENG Form 6293 (Accident Prevention Plan (APP) Worksheet), and ENG Form 6283 (Collateral Duty Safety

Officer (CDSO) Designation Letter). These ENG forms can be obtained from:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Forms/.

b. The Contractor shall submit a copy of company policy statement regarding accident prevention.

c. When marine plant and equipment are in use under a contract, the method of fuel oil transfer shall be included on MVN Form 385-10R, Fuel Oil Transfer. The Fuel Oil Transfer form can be obtained from:

https://www.mvn.usace.army.mil/About/Offices/Safety/Safety-Forms/.

10. Section 01 35 26, paragraph 1.6 “Safety Sign”: Delete this paragraph in its entirety and replace with the following paragraph 1.6 “Required Signs”:

1.6 Required Signs

a. Safety Sign. The Contractor shall furnish, erect, and maintain a safety sign at the site of the work at a location directed by the Contracting Officer or his/her authorized representative. The sign shall conform to the requirements of this paragraph and the drawings included at the end of this section. The lettering shall be black, the safety circle and cross green, and the background white. When placed on a floating plant, the sign may be half size. The sign shall be erected as soon as practicable, but not later than 15 calendar days after the date established for commencement of work. The data required shall be current.

The sign coordinator is Timothy Lacoste at (504) 862-2663. Upon completion of the work, the sign shall become the property of the Contractor and shall be removed from the job site. Sample Safety Signs are included at the end of this section.

b. Project Sign. Prior to commencement of work, the Contractor shall furnish, erect, and maintain a project sign at the site of the work at a location directed by the Contracting Officer or his/her authorized representative. The sign, which will identify the work with the Corps of Engineers, shall be 4 feet by 6 feet in size and shall conform to the requirements of this paragraph and the drawings included at the end of this section. The lettering for the 2 feet by 4 feet section of the sign with the Corps logo and Army Star shall be white, and all other lettering shall be black. Lettering for the project name shall be Helvetica Bold, and all other lettering shall be Helvetica Regular. The sign coordinator is Timothy Lacoste at (504) 862-2663. Upon completion of the work, the sign shall become the property of the Contractor and shall be removed from the job site. Sample Project Signs are included at the end of this section.

11. Section 01 35 26, paragraph 1.10.1 “Mishap Reporting and Investigation”: Delete this paragraph in its entirety and replace with the following paragraph 1.10.1 “Accident Investigation and Reporting”:

1.10.1 Accident Investigation and Reporting

The reporting and associated investigation of accidents and near misses is considered a leading indicator.

The Contractor shall utilize ENG Form 3394 (Mishap Notification and Investigation) to report accidents and near misses. ENG Form 3394 can be obtained from: https://www.publications.usace.army.mil/USACE- Publications/Engineer-Forms/.

12. Section 01 35 26 Attachments: Delete all attachments in their entirety and replace with the attached Sample Project Sign, Safety Sign, and Installation Instructions (5 pages).

13. Section 01 45 00.15 10, paragraph 1.3 “RMS Software”: Delete the first sentence of this paragraph and replace with the following sentence: “RMS is a web-based application.”. Also, at the end of the third sentence, delete the current website and replace with “(https://rms.usace.army.mil)”.

14. Section 01 45 00.15 10, paragraph 1.4 “System Requirements”: Delete this paragraph in its entirety and mark “Reserved”.

15. Section 35 01 50.73: After paragraph 3.1.7, add the attached paragraph 3.1.8 “Collecting, Recording, Processing, and Transmitting Data”.

16. Section 35 20 23.23 Attachment “MVN Form 4267”: Delete the MVN Form 4267 dated Feb 2021 and replace with the attached MVN Form 4267 dated Feb 2024.

17. Section 35 20 23.23 07, paragraph 3.2 “Rights-of-Way” and paragraph 3.4 “Dock Board Hot Work Permit”:

In the last sentence of both of these paragraphs, change the POC from Mr. Joshua Gommel to Mr. John Guidry at 504-528-3310.

18. Section 35 20 23.23 07, Attachment “New Orleans Harbor Dredging Region Nashville to Harmony Street Wharves Plate 1”: Delete this plate and replace with the attached “New Orleans Harbor Dredging Region Nashville to Harmony Street Wharves Plate 1”.

19. Section 35 20 23.33, paragraph 3.2 “National Dredging Quality Management Program System Requirements”: Delete this paragraph in its entirety and replace with the attached paragraph 3.2 “National Dredging Quality Management Program System Requirements”.

20. Section 35 20 23.33: paragraph 3.3.3 “Parameter Transmission to the Web Service”: Add plant identifier and transmission time in the message bundle. Change the beginning of the message bundle from

"DQM_Data": {

"messages": [ to

"DQM_Data": { "plant_identifier": <integer value 0000-9999>, " transmission_time": <24-hour UTC time YYYY-MM-DD HH:MM:SS>, "messages": [

Section 00010, paragraph 1.1 "Bidding Schedules" OM23031AM0001

1.1 BIDDING SCHEDULES

SECTION 00010 - BIDDING SCHEDULE

MISSISSIPPI RIVER, NEW ORLEANS HARBOR

CUTTERHEAD DREDGE NO. 2-2023

ORLEANS AND JEFFERSON PARISHES, LOUISIANA

SOLICITATION NO. W912P823B0027

LOT ONE, 24 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 995 HOUR

Option

NOH OPTION DREDGING 995 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 20 MILE

TOTAL: LOT ONE BID

*SEE BID FORM NOTES FOLLOWING LAST BID LOT

Mississippi River, New Orleans Harbor Cutterhead Dredge OM23031AM0001

CUTTERHEAD DREDGE NO. 2-2023

ORLEANS AND JEFFERSON PARISHES, LOUISIANA

LOT TWO, 24 IN. INSIDE DIAMETER (ID) PUMP DISCHARGE WITH SUBMERGED PUMP

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 750 HOUR

Option

NOH OPTION DREDGING 750 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 20 MILE

TOTAL: LOT TWO BID

CUTTERHEAD DREDGE NO. 2-2023

ORLEANS AND JEFFERSON PARISHES, LOUISIANA

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

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 786 HOUR

Option

NOH OPTION DREDGING 786 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 20 MILE

TOTAL: LOT THREE BID

CUTTERHEAD DREDGE NO. 2-2023

ORLEANS AND JEFFERSON PARISHES, LOUISIANA

LOT FOUR, 30 IN. OR GREATER INSIDE DIAMETER (ID) PUMP DISCHARGE WITHOUT

SUBMERGED PUMP

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 637 HOUR

Option

NOH OPTION DREDGING 637 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 20 MILE

TOTAL: LOT FOUR BID

CUTTERHEAD DREDGE NO. 2-2023

ORLEANS AND JEFFERSON PARISHES, LOUISIANA

LOT FIVE, 30 IN. OR GREATER INSIDE DIAMETER (ID) PUMP DISCHARGE WITH

SUBMERGED PUMP

Unit Unit Price

Total Price

0001 MOBILIZATION AND

DEMOBILIZATION

1 JOB

0002 NOH DREDGING 480 HOUR

Option

NOH OPTION DREDGING 480 HOUR XXXXXXXX

0004 DREDGE TOWING SERVICE 20 MILE

TOTAL: LOT FIVE BID

OM23031AM0001

Section 00010, paragraph 1.5c, "Approximate Dredge Contract Duration" Table

APPROXIMATE DREDGE

CONTRACT DURATION

Bid Lot Discharge Line ID

(INCHES)

Submerged Pump

Approximate Number of

Contract Days for Item 0002

Approximate Number of

Contract Days for Option Item 0003

1 24 NO 62 62

2 24 YES 51 51

3 27 NO 52 52

4 30 or greater NO 45 45

5 30 or greater YES 38 38

W912P823B0027

Section 01 30 00, paragraph 1.16 “General Security Requirements and Guidance”

1.16 General Security Requirements and Guidance

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The COR will develop and implement site-specific risk measures to maintain positive control of all contractors (Access-Screening Training Records) and be technically proficient in AT/OPSEC. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer’s Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts.

The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative.

Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

Date submitted:

Note: The Contractor shall fill out one sheet for each dredging region.

C/L Station/Mile # C/L

X, Y Coordinate RDB Toe

X, Y Coordinate LDB Toe

X, Y Coordinate Minimum Elevation

Size of Utility

Type of Utility

Is utility line properly marked (yes/no)? If no, what is the deficiency.

Owner Name Owner Point of Contacts

(email address, phone number, and physical address)

Notes:

(e.g. ‐ was line dredged over, disposed on, skipped (discuss reason why), any issues with owner, etc)

Utility Summary Sheet

Dredging Region:

Version: May 2024 SECTION 01 30 00 ATTACHMENT

Section 01 30 00 Attachment "Utility Summary Sheet”

SUBMITTAL REGISTER CONTRACT NO.

(ER 415-1-10)

TITLE AND LOCATION CONTRACTOR SPECIFICATION SECTION

CONTRACTOR

TYPE OF SUBMITTAL ACTION

A C T I V I T Y

N O

TRANS-

MITTAL

NO

I T E M

N O

SPECIFICATION

SECTION

NUMBER

DESCRIPTION OF

ITEM SUBMITTED

D A T A

D R A W I N G S

I N S T R U C T I

O N S

S C H E D U L E S

S T A T E M E N T S

R E P O R T S

C E R T I F I C A T E S

S A M P L E S

R E C O R D S

O M

M A N U A L S

I N F O R M A T I

O N

O N L Y

G O V E R N M E N T

A P P R O V E D

R E V I E W E R

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

C O D E

DATE

SUBMIT

TO

GOVERN-

MENT

C O D E

DATE REMARKS

a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p. q. r. s. t. u. v. w. x. y. z. aa.

1 01 30 00 As-Built Drawings X X X NOAO & ODT-D (Scholl)

2 01 35 26 Accident Prevention Program X X X SS

3 01 45 00.15 10 Quality Control Plan X X NOAO

4 01 57 20.00 10 Environmental Protection Plan X X ODT-E (Corbino)

5 35 01 50.73 Plan for Verification of Survey Equipment X X NOAO &

ODT-C (Oakman)

6 35 01 50.73 Calibration of Fathometer X X NOAO & ODT-C (Oakman)

7 35 01 50.73 Calibration of Horizontal Positioning Equipment X X NOAO &

ODT-C (Oakman)

8 35 01 50.73 Preliminary Field Surveys X X X NOAO

9 35 01 50.73 Before and After Dredging Cross Sections X X X NOAO

10 35 01 50.73 Quantity Computations X X NOAO

11 35 01 50.73 Acceptance Profiles X X X NOAO

12 35 20 23.23 Pump Curve(s) X X ODT-D (Scholl)

13 35 20 23.23 Plant Data Sheet X X ODT-D (Scholl)

14 35 20 23.23 Plan of Operations for Utility Crossings X X NOAO

15 35 20 23.23 Utility As-Builts and Surveys Received from the Owners X X X ODT-D (Scholl)

ENG FORM 4288-R, JAN 97 EDITION OF MAR 95 IS OBSOLETE. PAGE _1_ OF _1_ PAGES (PROPONENT: CEMP-CE)

NOTE: THIS REGISTER IS NOT NECESSARILY COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING A COMPREHENSIVE REGISTER.

ACTION

Mississippi River, New Orleans Harbor Cutterhead Dredge Contract No. 2-2023

CLASSI-

FICATION

GOVERNMENT CONTRACTOR

SCHEDULE DATES

SECTION 01 33 00 ATTACHMENT

Below are two samples of the construction project identification sign showing how this panel is adaptable for use to identify either military (top), or civil works projects (bottom). The graphic format for this 4' x 6' sign panel follows the legend guidelines and layout as specified below. The large

Legend Group 1 : One• to two-line description of Corps relationship to project.

Color: White Typeface: 1.25" Helvetica Regular Maximum line length: 19"

Legend Group 2: D1v1sion or District Name (optional). Placed below 10.5" Reverse Signature (6" Castle).

Color: White Typeface: 1.25" Helvetica Regular

Legend Group 3: One- to three-line project title legend describes the work being done under this contract.

Color: Black Typeface: 3" Helvetica Bold Maximum line length: 42"

Legend Group 4: One- to two-line identification of project or facility (civil works) or name of sponsoring department (military) .

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Cross-align the first line of Legend Group 4 with the first line of the Corps Signature (US Army Corps) as shown.

Legend Groups 5a-b: One- to five• line identification of prime contractors including: type (architect, general contractor, etc.), corporate or firm name, city, state.

Use of Legend Group 5 is optional.

Color: Black Typeface: 1.25" Helvetica Regular Maximum line length: 21"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter• and word-spacing to follow Corps standards as specified in Appendix D.

·o

Project Identification Sign

4' x 4' section of the panel on the right is to be white with black legend. The 2' x 4' section of the sign on the left with the full Corps signature (reverse version) is to be screen printed Communications Red on the white background.

page. Mounting and fabrication details are provided on page 16.4.

Special applications or situations not covered in these guidelines should be referred to the DistricUDivision sign coordinator.

This sign is to be placed with the Safety Performance Sign shown on the following

Design and Construction SupeMsed by:

a) US Army Corps of Engineers

Nortolk District

Construct,on SupeMsed by:

a) US Army Corps of Engineers

Portland District

Sign Legend Panel _T�y _pe ___ S_i_ze ___ Size

Feedwater Pumps and Piping for Building 195

Fort Eustis, Virginia

Architects:

Williams-Russell & Associates Atlanta. Georgia

Contractor:

Fenwick Associates, Inc.

Athens, Georgia

• 11 21

Expansion of Fish Hatchery

Bonneville Lock and Dam

Contractor:

Will Construction Co, Portland, Oregon

Post Size

Consulting Engineer:

International Engineering Company Inc.

Dallas, Texas

Specification Code

Mounting Height

CI0-01 various 4" x 6" 4" X 4" HD0-3 48"

2 25

187!>

• 875

• 875

Color Bkg/Lgd

WH-RD/BK

SECTION 01 35 26 ATTACHMENT

Section 01 35 26 Attachments - Sample Project Sign, Safety Sign, and Installation Instructions (5 pages)

Each contractor's safety record is to be posted on Corps managed or supervised construction projects and mounted with the construction project identification sign specified on page 16.2.

The graphic format, color, size and type faces used on the sign are to be repro duced exactly as specified below. The title

Legend Group 1 : Standard two-line title "Safety is a Job Requirement", with (8" od.) Safety Green First Aid logo. Color: To match PMS 34 7 Typeface: 3" Helvetica Bold Color: Black

Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 3: One- to two-line identification: name of prime contractor and city, state address.

Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"

Legend Group 4 : Standard safety record captions as shown.

Color: Black Typeface: 1.25" Helvetica Regular

Replaceable numbers are to be mounted on white .060 aluminum plates and screw-mounted to background.

Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5" x .5"

All typography is flush left and rag right, upper and lower case with initial capitals only as shown.

Letter- and word-spacing to follow Corps standards as specified in Appendix D.

'225:=

2'2b :=

1875 :=

1815 ,__

18/!, �

I-

31?"' 1

87'i

Safety Performance Sign with First Aid logo in the top section of the sign, and the performance record cap tions are standard for all signs of this type.

Legend Groups 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.

Safety record numbers are mounted on individual metal plates and are screw mounted to the background to allow for daily revisions to posted safety perfor mance record.

Special applications or situations not covered in these guidelines should be referred to the Districl/Division sign coordinator.

Safety is a Job a, Requirement

Public Use Area Development, Stage IV Osage River Basin Pacific Marine Construction Corporation Galveston, Texas

T his proiect has operated:

Sign T ype

CID-02

2 5

Legend Size various

Days without a lost time 1n1ury

Total days worked on this contract

Lost time m1uries

Pl 17

Panel Size 4" X 4"

2"

Post Size 4 " X 4 "

4 fl7:;

41375

Specification Code

HDO-3

Mounting Height 48"

Color Bkg/Lgd

WH/BK-GR

L--------L-------'---------'

All Construction Project Identification signs and Safety Performance signs are to be fabricated and installed as described below. The signs are to be erected at a location designated by the contracting of ficer and shall conform to the size, format, and typographic standards shown on

The sign panels are to be fabri cated from .75" High Density Over lay Plywood. Panel preparation to follow HDO specifications provided in Appendix B.

Sign graphics to be prepared on a white non-reflective vinyl film with positionable adhesive backing.

All graphics except for the Com munications Red background with Corps signature on the project sign are to be die-cut or computer cut non-reflective vinyl, pre-spaced legends prepared in the sizes and typefaces specified and applied to the background panel following the graphic formats shown on pages 16.2-3.

The 2' x 4' Communications Red panel (to match PMS-032) with full Corps signature (reverse ver sion) is to be screen printed on the white background. Identifica tion of the District or Division may be applied under the signature with white cut vinyl letters pre pared to Corps standards. Large scale reproduction artwork for the signature is provided on page 4.8 (photographically enlarge from 6.875" to 10.5").

Drill and insert six (6) .375" T-nuts from the front face of the HDO sign panel. Position holes as shown. Flange of T-nut to be flush with sign face.

Apply graphic panel to prepared HDO plywood panel following manufacturers' instructions.

Sign uprights to be structural grade 4" x 4" treated Douglas Fir or Southern Yellow Pine, No.1 or better. Post to be 12' long. Drill six (6) .375" mounting holes in uprights to align with T-nuts in sign panel. Countersink (.5") back of hole to accept socket head cap screw (4" x .375").

Assemble sign panel and uprights.

lmbed assembled sign panel and uprights in 4' hole. Local soil con ditions and/or wind loading may require bolting additional 2" x 4" struts on inside face of uprights to reinforce installation as shown.

Fabrication and Mounting Guidelines pages 16.2-3. Detailed specifications for HOO plywood panel preparation are pro vided in Appendix B.

Shown below the mounting diagram is a panel layout grid with spaces provided for project information. Photocopy this page and use as a worksheet when pre paring sign legend orders.

Construction Project Sign Legend Group 1: Corps Relationship l I I I I I I I I I I I I I I I I I I I I I I

2. '-'-�'-'-��'-'-�'-'-�--'-.L..L.....L..L...L.�--'

Legend Group 2: Division/District Name l '-'--'---......_�_._.,___.__..___......__,_,'-'-..._._�.,__,__,_,�

2 ................... _._�_..___ ......... ����'-'-����

Legend Group 3: Project Title l

2. ,_,_...,_.L...L._.__._._.,__,__,_,......_��.L..L.....L..� 3 ..... I.,_,.,_, .L.I .L.I _,_,_,__,_,__,_,_,_., ..... ,c...1L...L..I .,_, .L.I .L.I .L.I _,_, .... , Legend Group 4: Facility Name

For additional information on the proper method to prepare sign panel graphics, contact the District sign coordinator.

4&

I-

4&

L-l ,_,_...,_.'-'-_.__._._.,__,__..___......__,_,�.,__,__._.,__,__,_,'-'-..._.__._.,__,_...,_.'-'-_.__._,_.,__,__,_,......__.__._.

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Legend Group Sa: Contractor/A&E

1.

2 ................... _._..._.__..___......_��.L..L�'-'-�� ........ ��

3. ,_,_...,_.L...L._.__._,_.,__,__..___......_...,.....'-'-......... -'--L...L-'---'-'-�

4 ..... I ���L...L..���L...L..���L...L..��

5. '-'--'-''-'-.,__,__._.,__,__,_,�.,__,_�.,___.__..___......_.,__,_��

Safety Performance Sign Legend Group 1: Project Title

1. I, I I I I I I I I I I I I I I I

Legend Group Sb: Contractor/A&E

1.

2. '-'--'-''-'-.,__,_--'-�--'--'���.L..L....L..'-'-�'-'-�

3. ,_,_...,_.'-'-.,__,__._.,__,__,_,......_�'-'-.L..L....L..L...L.-'-''-'-�

4. '-'-�'-'-.L..L�'-'-��.,__,_�.,__,__..___.,__,_���

5. '-'-��.,__,__._.,__,_...,_.�..._._�.,__,__..___.,__,__,_,��

2. L...L...,_.L...L._.__._,_.,___.__..___......__,_,'-'-.,__,_-'--.,__,_...,_.'-'-......... _,_.,__,_...,_.L...L._.__,_,_.,__,___,__,......__.__._.

Legend Group 2: Contractor/A&E

1.

2. IL...L..-L.L...L...L...L...L...L..L..L...L.L...L...L..L...L..L__,___,_....._._._.___,__,L...L..-L.L..L.L...L...L...L...L..L..L..L...L.L...L......., N ew

O rl ea ns

D is tr ic t

Gap Closures at Pump Station #3, Interim Protection Plan, Phase 1

U.D.H. Builders, Inc.

Baton Rouge, Louisiana

Safety is a Job Requirement

This project started 3 5 0 4 Date since last Lost time accident

Total lost time injuries 0

3” 3” 3”31” 8”

6”

4.5”

4.875”

10.5”

2.25”

2.25”

3”

5”

3”

4.875” 4.875”

4.5”

4.875”

3”

3” 21” 24” o o o o o o

2.5”2.5”1.25”2.5”

.75”

.75”

3”

(NOT TO SCALE)

Section 35 01 50.73, paragraph 3.1.8 “Collecting, Recording, Processing, and Transmitting Data”

3.1.8 Collecting, Recording, Processing, and Transmitting Data

The data obtained from the electronic positioning/control system and the fathometer shall be collected, recorded, and processed. Soundings shall be recorded to the nearest 0.1-foot and the X and Y coordinates of these soundings shall be recorded to the nearest foot. The applicable gage shall be read to the nearest 0.1 foot prior to and after each day's survey. More frequent readings will be required when directed by the Government Inspector. From the processed data, the Contractor shall provide certain survey information taken for the purpose of computing the total amount of work to be paid for. The Contractor must furnish the required data on CD/DVD/e-mail containing ASCII character set. The information received shall be free of errors and in the following format: (a) the X-coordinate in feet of a recognized Louisiana Lambert grid system, (b) the Y-coordinate in feet of same recognized Louisiana grid system, (c) the elevation, and (d) remarks such as the station number (i.e. 1+00), CL (for centerline), ES (for end of station), EJ (end of file), and direction of survey (either "L" for + or "R" for -, followed by Station No., i.e. L 30+00). The time and date the cross section was taken and the gage reading applicable to the section must be included. The electronically recorded data files, along with a hard copy of the track plotter surveys, plotted on the chart to show compliance with alignment, and quantity computations shall be presented to the Government Representative on site no later than three days after the survey is taken. Not submitting the data in accordance to the specifications and within the allotted time will be cause to withhold progress payment. Under no circumstances shall the information be edited for the purpose of eliminating incorrect soundings. The Contractor shall provide a separate file listing all incorrect soundings to be eliminated. The Contractor shall submit a separate survey file for each 2,000 feet acceptance reach (or portion less than 2,000 feet for the final reach of an assignment) unless otherwise directed by the Government Inspector. The beginning station for each file shall be the repeated ending station from the previous file (i.e., Sta. 820+00 to 840+00, Sta. 840+00 to 860+00, etc.).

FROM:

[ ] MAINTENANCE [ ] DAILY [ ] MAIN 1 RPM

[ ] NEW WORK [ ] ANNUAL [ ] MAIN 2 RPM [ ] BUCKET

DREDGE ADVANCE MECHANISM [ ] SUBMERGED RPM [ ] CUTTERHEAD

TYPE (walking, carriage, wires): [ ] BOOSTER 1 RPM [ ] DIPPER

IDLER BARGE USED (Yes/No): [ ] BOOSTER 2 RPM [ ] DUSTPAN

DREDGE DISCHARGE SIZE (ID), IN CUTTER, HP DIPPER OR BUCKET

OTHER TOTAL SHIFTS PER DAY

ASSIGNED

DIMENSIONS

> WIDTH OF SWING

> WIDTH OF SWING

C/L STATIONS > WIDTH OF SWING

GMS/liter GMS/liter

TYPE

TYPE

MM TYPE

AMOUNT

AVERAGE WIDTH OF CUT (SWING) FEET

TOTAL ADVANCE THIS PERIOD FEET

TOTAL ADVANCE PREVIOUS TO THIS PERIOD FEET BOOSTER (in line) :

TOTAL ADVANCE TO DATE FEET

TOTAL LENGTH OF DISCHARGE PIPELINE: *SEE REVERSE SIDE HANDLING PIPELINES HPL

AVERAGE LIFT FEET HANDLING ANCHOR LINES HAL

AVERAGE PUMP SPEED RPM CLEARING PUMP AND PIPELINE CPPL

AVERAGE GROSS CY'S DREDGED PER PUMP HOUR CY/HR CLEARING CUTTER OR SUCTION HEAD CCSH

AVERAGE NET CY'S DREDGED PER PUMP HOUR CY/HR WAITING FOR SCOWS WFS

LF/HR TO AND FROM WHARF OR ANCHORAGE TFWA

CHANGING LOCATION OF PLANT ON JOB CLPJ

CUBIC YARDS REMOVED LOSS DUE TO OPPOSING NATURAL ELEMENTS LDNE

LOSS DUE TO PASSING VESSELS WVP

(1) CREDITED (pay place) SHORELINE AND SHORE WORK SLSW

(2) GROSS (computed amount) WAITING FOR BOOSTER WFB

MINOR OPER. REPAIRS (explain in remarks) MOR

(1) CREDITED (pay place) WAITING FOR ATTENDANT PLANT WAP

(2) GROSS (computed amount) PREPARATION AND MAKING UP TOW PMUT

TRANSFERRING PLANT BETWEEN WORKS TPBW

(1) CREDITED (pay place) LAY TIME OFF SHIFT AND SATURDAYS LTOSS

(2) GROSS (computed amount) SUNDAYS AND HOLIDAYS SH

FIRE DRILL FD

MISCELLANEOUS (explain in remarks) MISC

TOTAL NON-EFFECTIVE WORKING TIME

DREDGE

TENDER #1

TENDER #2

SKIFF

CREW PCT OF TOTAL TIME IN PERIOD

SURVEY

BARGES

CRANE BARGE MAJOR REPAIRS AND ALTERATIONS

IDLER BARGE CESSATION

CUTTER-TYPE COLLISIONS

SPUD LENGTH MISCELLANEOUS (explain in remarks)

NUMBER OF TOTAL LOST TIME

INSPECTIONS PERCENTAGE OF TOTAL TIME

( ) NO

TOTAL TIME IN PERIOD

( ) YES

Version: Feb 2024

DEPTHWIDTH

RANGES - RT, CL, LT

RANGES - RT, CL, LT

NUMBER OF

CREWMEMBERS

RANGES - RT, CL, LT

MM

NUMBER

BEFORE DREDGING

AVERAGE LINEAR FOOT PER HOUR

CONTRACT USE

ONLY

DUSTPAN SUCTION PIPE JET, HP

PROJECT

AND

ASSIGNMENT

CHARACTER

OF

MATERIAL

(leave blank if grab samples aren't taken)

(chargeable to cost of work)

CONTRACT OR

ORDER

NUMBER

WEATHER

CONDITION miles

ABSOLUTE DENSITY VOIDS RATIOIN PLACE DENSITY

ITEM

NO. OF TIMES

PUMPING OR DREDGING

PCT. OF EFFECTIVE TIME

AFTER DREDGING

VISIBILITY

UNIT QUANTITY

BEFORE DREDGING

CONTRACTOR

AFTER DREDGINGAVERAGE

DEPTH

RIVER

STAGE

TOTAL EFFECTIVE AND NON-EFFECTIVE

ITEM

BY DIV & OCE PERSONNEL

ATTENDANT PLANT

HOURS

PCT. OF NON-EFFECTIVE TIME

(not chargeable to cost of work)

(If "YES", explain under remarks on back)

BY DISTRICT PERSONNEL

HAS ANYTHING DEVELOPED WHICH MIGHT LEAD TO A

CHANGE ORDER OR CLAIM?

TIME

LOST TIME

(Signature and Remarks required on reverse side)MVN FORM 4267

(chargeable to cost of work)

NAME OR NUMBER

AMOUNT PREVIOUSLY REPORTED:

TOTAL AMOUNT DREDGED TO DATE:

REPORTS CONTROL SYMBOL

ENGCW-0-13

DAYS PER WEEK

REPORT OF OPERATIONS -- PIPELINE, DIPPER OR BUCKET DREDGES

CHARACTER OF

REPORT

DREDGE

THRU: TO: REPORT NO.

SHOREDREDGE

WORK SCHEDULE

DREDGE TYPE:

DATE OR PERIOD

cu. yds. cap.

NAME

PROPULSION

AMOUNT DREDGED THIS PERIOD:

DISTRIBUTION OF TIMEWORK PERFORMED

EFFECTIVE WORKING TIME

NON-EFFECTIVE WORKING TIME

(chargeable to cost of work)

WIND (maximum velocity & direction)

AMOUNT

TIMETIME

(clear, cloudy, rain, snow, and fog)

MINIMUM

GAGE LOCATION

MAXIMUM

CHANNEL

CONDITION

MINIMUM SOUNDING

OVERDEPTH

TOTAL NUMBER OF

DAYS ON WHICH

WORK WAS DONE:

COMPLETION

DREDGE PUMPS

OPERATING &

CORRESPONDING

RPM

LOCATION

(INCLUDE STATIONS

NUMBERS)

HIRED LABOR

GRAIN SIZE

VISUAL MATERIAL CLASSIFICATION

SECTION 35 20 23.23 ATTACHMENT

Section 35 20 23.23 Attachment "MVN Form 4267"

FLOATING Marsh Trackhoes-30' Skidder Barges PONTOONS Marsh Trackhoes-60'

Metal Metal Metal Marsh Buggies Breast PVC PVC PVC Dozers Head

Flexifloat Other Other Front End Loaders Line TOTAL LF Air Boats Other

ATV's ELBOWS Stiff Y-Valves

Swivel Spreaders

SHORE DATE DATE TOTAL TOTAL

CONNECTION START FINISH GROSS CYS ACREAGE

100% 70% 35% 0% 0% - MISC (Mob) TOTAL

BASE HRS

OPTION HRS

PREVIOUS HRS

TOTAL HRS

GAL.

GAL.

LBS.

GAL.

NAME: NAME: NAME:

TITLE: TITLE: TITLE:

Version: Feb 2024

REMARKS

MVN FORM 4267

ANCHORS

DISPOSAL AREA SUMMARY

COORDINATE

TIME BREAKDOWN

TODAY QUANTITY PREVIOUS QUANTITY QUANTITY TO DATE

REMARKS:

RECOMMENDED BY (Name, title, and signature) APPROVED BY (Name, title, and signature)

SUMMARY OF DREDGE DISCHARGE PIPELINE, DISPOSAL AREAS AND TIME BREAKDOWN

ATTENDANT PLANT

DREDGE DISCHARGE PIPELINE DISPOSAL AREA EQUIPMENT ANCHORING SYSTEMS

NAME/LOCATION

FUEL (diesel)

WATER

TOTAL COMBINED

DISCHARGE, LF

SUBMERGEDAMOUNT SHORE AMOUNT

LEAST INSIDE DIAMETER OF DISHARGE PIPELINE, IN

LUBRICANT (grease) LUBRICANT (oil)

AMOUNT

OPERATING SUPPLIES

SUBMITTEDED BY (Name, title, and signature)

SECTION 35 20 23.23 ATTACHMENT

X 3661654.256

Y 516579.333

X 3662381.101

Y 516114.130

X 3665567.582

Y 515427.135

X 3669294.205

Y 515388.646

X 3672203.202

Y 515884.880

X 3672166.029

Y 516099.199

X 3672659.247

Y 516225.828

X 3673055.002

Y 516334.747

X 3673497.520

Y 516466.793

X 3673979.732

Y 516625.341

X 3674461.933

X 3676156.841

Y 516786.332

Y 517356.489

100' OFFSET BASELINE COORDINATES

X-Y COORDINATES - NAD83 STATE PLANE GRID

150' TO 160' FROM WHARF.

LOST ANCHOR

APPROX. 636' FROM WHARF.

(20'X2' CYLINDRICAL)

2018 SURVEY

APPROX. 77' FROM WHARF.

(6'X10' CYLINDRICAL)

2018,2020,2023 SURVEY

APPROX. 86' FROM WHARF.

(65'X8')

SHIPPING CONTAINER

2019,2020,2023 SURVEY

APPROX. 283' FROM WHARF.

(9' x 40' POSSIBLE CONTAINER)

UNKNOWN OBJECT #6

2020,2023 SURVEY

APPROX. 95' FROM WHARF.

(13'X20')

UNKNOWN OBJECT #5

2020 SURVEY

APPROX. 58' FROM WHARF.

(8'x8')

UNKNOWN OBJECT #3

2020,2023 SURVEY

APPROX. 63' FROM WHARF.

(6'X10'w/50' PIPE FEATURE)

UNKNOWN OBJECT #4

2020,2023 SURVEY

APPROX. 87' FROM WHARF.

(POSSIBLE CONTAINER)

UNKNOWN OBJECT #1

2023 SURVEY

X=3673695.82 Y=516387.76

APPROX. 220' FROM WHARF.

(POSSIBLE CONTAINER)

UNKNOWN OBJECT #2

2023 SURVEY

APPROX. 217' FROM WHARF.

(POSSIBLE CONTAINER)

UNKNOWN OBJECT #3

2023 SURVEY

APPROX. 262' FROM WHARF.

(POSSIBLE CONTAINER)

UNKNOWN OBJECT #4

2023 SURVEY

Y 516029.790 X 3662699.432

3. DISPOSAL AREAS BEYOND -55 FT. LWRP CONTOUR.

DATUM

VERTICAL

DATUM

GAGE

A

N a s h v i l l e

A v e

W h a r f

N a s h v i l l e

A v a r f

B

N a p o l e o n

A v a r f

NOTE: BACKGROUND PHOTO DATED JAN 2021.

TO LWRP 2007

ADJUSTMENT

- 1.43'

DESCRIPTION

GAGE

DCP# 01320

HARVEY LOCK

MISS. RIVER @

DETAILS.

OBSTRUCTIONS HAVE BEEN LOCATED. SEE PLATE FOR MORE

4. WHEN TAKING SURVEYS IN THE AREA, VARIOUS

Wh ar f

He nr y Cl ay A ve

O p n a r f

N a p o l e o n

A v a r f

H a r m o n y

S a r f

S e v e n t h

S t

0+00

10+00

20+00

30+00

40+00

50+00

60+00

70+00

80+00

90+00

100+00

108+01

110+00

+00

+0

+0

0+0

P u b l i c

C o m m o d i y a r f

M i l a n

S a r f

S t u y v e s a n t

D o c k

-S

U B

C

A B L E S

G R E E

N V I L L E

B E

N D

R E

V E T

G R E T

N A

B E N D

AT&T

AT&T

ENTERGY

2-SUB CABLES

ENTERGY

E N T E R

G Y

Y=515562.800 X=3665051.300

X=3669113.401 Y=514853.900

X=3665772.0 Y=515439.1

X=3674551.9 Y=516631.7

Y=515409.4 X=3667470.1

Y=515464.5 X=3665575.6

Y=515531.8 X=3665255.0

X=3667558.40, Y=515418.77

X=3674078.14 Y=516490.55

X=3674086.99 Y=516461.587

NEAR STA. 11+92. SEE PLATE FOR MORE DETAILS.

5. AN ANCHOR WAS LOST DURING FY10 DREDGING

(LWRP 2007) (NAVD88).

THEM TO THE LOW WATER REFERENCE PLANE 2007

SHOULD BE ADDED TO THE GAGE READINGS TO CONVERT

150+00. SEE TABLE BELOW FOR THE ADJUSTMENT THAT

VERTICAL CONTROL BETWEEN STATIONS 0+00 AND

LOCK (DCP# 01320). THIS GAGE WILL BE USED FOR

MISSISSIPPI RIVER AND PASSES, MISS. RIVER @ HARVEY

WWW.RIVERGAGES.COM, NEW ORLEANS DISTRICT,

2. FOR HYDROGRAPH DATA, REFER TO

CONTRACTING OFFICER.

DREDGING TEMPLATE WILL BE ISSUED BY THE

1. DREDGING ASSIGNMENTS DETAILING THE ACTUAL

NOTES:

(2009.55) = -1.43' LWRP 2007.

FOR DCP# 01320: 0.0' GAGE DATUM = -0.83' NAVD88

6. DATUM RELATIONSHIPS AS OF NOV 2019

A

C

W h a r f

L o u i s i a n a

A v e

B

F L

O W

M I S S I S S I P P I

R

IV

ER

N

PLATE 1FILE NAME: NOHARBOR_PLATE1.DGN

Street Wharves

Nashville to Harmony

Dredging Region

NEW ORLEANS HARBOR

SCALE IN FEET

10001000 0

3.2 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SYSTEM REQUIREMENTS

The Contractor’s DQM system shall be capable of collecting and transmitting data to the DQM system. The applicable parameters from Paragraph 3.1 “Requirements for Reported Data,” shall be recorded as events locally and continuously transmitted to the DQM database anytime an Internet connection is available.

To accomplish this transmission, there are two options. The first option is to equip the vessel with a DQM computer system consisting of a computer, monitor, keyboard, mouse, data modem, Universal Power Supply (UPS), and network hub. T he required system is outlined in paragraph

3.2.1 “Option 1: Computer Requirements” through 3.2.3 “UPS.” The computer system shall be a standalone system, exclusive to the DQM monitoring system, and shall have USACE DQM software installed on it. If a hardware problem occurs, or if a part of the system is physically damaged, then the Contractor shall be responsible for repairing it within two business days of the determination of the condition or submitting a plan and timeline for repair if the repair will take more than two business days.

The second option is to send data directly to DQM’s web endpoint as outlined in paragraph 3.2.4 “Option 2: Direct Data Transmissions to the DQM Web Service.”

3.2.1 Option 1: Computer Requirements

The Contractor shall provide a dedicated onboard computer for use by the DQM system. This computer shall run the USACE DQM software and receive data from the Contractor’s data-reporting interface. This computer must meet or exceed the following performance specifications:

CPU

Hard drive

RAM

Ethernet adapter

Ports

Other hardware

Intel or AMD processor with a (non-overclocked) clock speed of at least 1.6 gigahertz (GHz)

250 gigabytes (GB); internal

4 gigabytes (GB)

Internal network card with an RJ-45 connector

1 free serial port with standard 9-pin connectors; 1 free USB port

Keyboard, mouse, monitor

The Contractor shall install a fully licensed copy of Windows 10 (or higher) Professional Operating System on the computer specified above. The Contractor shall also install any necessary manufacturer-provided drivers for the installed hardware.

Section 35 20 23.33, paragraph 3.2 "National Dredging Quality Management Program System Requirements"

This computer shall be located and oriented to allow data entry and data viewing as well as to provide access to data ports for connection of external hardware.

3.2.2 Software

The DQM computer’s primary function is to transmit data to the DQM shoreside database. No other software which conflicts with this function shall be installed on it. The DQM computer shall also have the USACE-provided Dred ging Quality Management Onboard Software (DQMOBS) installed on it by DQM personnel.

3.2.3 UPS

The Contractor shall supply an Uninterruptible Power Supply (UPS) for the computer and networking equipment. It shall interface with the DQM computer to communicate UPS status, and it shall provide backup power at 1 kVA for a minimum of 10 minutes. The Contractor shall ensure that sufficient power outlets are available to run all specified equipment.

3.2.4 Option 2: Direct Data Transmissions to the DQM Web Service

A web service shall be used to report sensor data to the DQM database. Data shall be transmitted as it is collected in real time and pushed to the DQM web service. If the web service is not available or returns an error message, the data shall be stored in a queue and transmitted upon re-establishment of the connection, starting with the oldest data in the queue and continuing until real-time transmission is restored.

Contact dqm-support@usace.army.mil to obtain the web service URL and the appropriate key credentials and communication protocol.

If this option is chosen, a display of the raw data being transmitted to DQM must be easily accessible and visible onboard the dredge.

3.2.5 Internet Access

The Contractor shall maintain an Internet connection capable of transmitting real-time data to the DQM server as well as enough additional bandwidth to clear historically queued data when a connection is re-established. If connectivity is lost, unsent data shall be queued and transmitted upon restoration of connectivity. Delays in pushing real-time data to the DQM database should not exceed four hours. Exceptions to these requirements may be granted by the DQM Support Center on a case-by-case basis with consideration for contract-specific requirements, site-specific conditions, and extreme weather events.

The Contractor shall acquire and install all necessary hardware and software to make the Internet connection available for data transmission to the DQM web service. The hardware and software shall be configured to allow the DQM Support Center remote access to this computer, and the telemetry system shall be capable of meeting these minimum reporting requirements in all operating conditions.

In areas with poor cellular service and at the local District’s discretion, it may be required to manually download the data on a daily basis using the protocol for retrieving and submitting backup files provided by the DQM Support Center. This method of data transmission should be used only if Internet connectivity is unavailable at the dredging site, and it should be considered a temporary measure.

3.2.6 Data Routing Requirements

Onboard sensors continually monitor dredge conditions, operations, and efficiency and route this information to the shipboard dredge-specific system (DSS) computer to assist in guiding dredge operations. Portions of this Contractor-collected information, as described in this specification, shall be routed to DQM on a real-time basis, utilizing one of the options outlined in paragraphs 3.2.1, “Option 1: Computer Requirements,” through 3.2.5 “Internet Access.” If the serial transmission option is used, sensor data shall be sent to the DQM computer via an RS-232 serial interface with a baud rate of 9600 or 19200 bps. The serial interface shall be configured as 8 bits, no parity, and no flow control.

Information regarding changes in the state of the dredge shall be digitally logged and transmitted as close to the time of the occurrence as possible. These events can be included in a separate message bundle transmitted to DQM, entered on the “State” tab in the DQM Pipeline Software, or entered online in the DQM State Data Tool.

INSTRUCTIONS TO BIDDERS

SOLICITATION NUMBER: W912P823B0027

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):

Melissa.A.Vaughn@usace.army.mil veronica.garner-flint@usace.army.mil cori.a.caimi@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 W912P823BXXXX (1 of 2) Smith Construction W912P823BXXXX (2 of 2).

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 FAR 14.304(b)(1)(ii) and (c).

Bid Opening:

The Bid Opening is currently scheduled for Friday, June 28, 2024, at 11:00 am CST. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CST, which is the bid submission receipt cutoff time. All bids received after 10:00 AM CST on Friday, June 28, 2024, will be considered late.

Audio Teleconference Bid Opening Information:

Instructions as well as any subsequent audio teleconference Bid Opening Information will be provided on SAM.GOV prior to the final closing date of this solicitation. In the event of changes to the solicitation that require a change to the closing date/time, the bid opening Audio Teleconference information will be provided via amendment.

Bid opening will be held on Friday, 28 June 2024 at 11:00 AM. Please use the following Webex information to attend the meeting:

https://usace1.webex.com/meet/jeffrey.j.waguespack

Join by meeting number.

1-844-800-2712

Attendee Code: 43382870

Following the conclusion of the bid opening, in accordance with FAR 14.403(b), abstracts of offers for unclassified acquisitions shall be available for public inspection via SAM.GOV.

Davis-Bacon Project Wage Determination

Project Wage Decision Number: 2024-LA-2439730805102024

State: Louisiana

County: Orleans Parish

Construction Type: Dredging

Agenc…