FY22-23SEABRIGHTMANRENO_100_PCNT_Specification Package_2022-08-16.pdf

100% SPECIFICATIONS

Coastal Storm Risk Management

Sea Bright To Manasquan Project

FY22-23 Renourishment

Monmouth County, New Jersey

IFB No. W912DS22B0024

August 2022

U.S. Army Corps of Engineers New York District

LEFT BLANK INTENTIONALLY

SEABRIGHT TO MANASQUAN BEACH-FY22 SEABRIGHTCT3

100% Specification

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 01 01/18 COVER SHEET

00 31 00.02 18 07/17 REPORT OF OPERATIONS FORM (Eng Form

27A)

00 31 19 06/21 EXISTING CONDITION INFORMATION

00 31 19.01 18 03/18 TRANS-ATLANTIC SUBMARINE CABLES

00 31 24.01 18 07/17 WATER QUALITY CERTIFICATE

00 31 32.01 18 06/17 WENTWORTH SCALE

00 31 32.03 18 07/17 BORROW AREA CORE PENETRATION GRAPHS

AND COMPOSITE GRAIN SIZE DISTRIBUTION

CURVES

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15 SUMMARY OF WORK

01 11 35 AIR EMISSIONS REQUIREMENTS

01 14 00 11/11, CHG 14: 02/22 WORK RESTRICTIONS

01 20 00 11/20, CHG 1: 02/21 PRICE AND PAYMENT PROCEDURES

01 30 00 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

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

01 35 26 11/20, CHG 3: 02/22 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 30 06/20 MUNITIONS AND EXPLOSIVES OF CONCERN

(MEC) CONSTRUCTION SUPPORT

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 2: 11/21 QUALITY CONTROL

01 45 00.15 10 11/16, CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 11/20, CHG 1: 08/21 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 56 10.00 18 ENDANGERED SPECIES OBSERVERS (HOPPER

DREDGES ONLY)

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/09 PROJECT IDENTIFICATION

01 74 19 02/19 DREDGING WASTE MANAGEMENT AND DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

DI VI SI ON 31 - EARTHWORK

31 24 00.00 18 BEACH FILL PLACEMENT

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23.23 02/22 NATIONAL DREDGING QUALITY MANAGEMENT

PROGRAM - HOPPER DREDGE

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 77 23 07/19 VIBRATION MONITORING OF STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROCUREMENT AND

CONTRACTING

REQUIREMENTS

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 00 00 01

COVER SHEET

01/18

PART 1 GENERAL

NEW YORK DI STRI CT

CORPS OF ENGI NEERS

NEW YORK, NEW YORK 10278- 0090

I NVI TATI ON FOR BI DS

FOR

Coast al St or m Ri sk Management Sea Br i ght t o Manasquan Pr oj ect

FY22- 23 Renour i shment Monmout h Count y, New Jer sey

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS22B0024

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS TO BIDDERS (Section 00 21 13).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation. (See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 72 00 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS - SECTION 00 45 00 Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

6. GENERAL CONDITIONS - SECTION 00 72 00, note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause.

6. Please review all bonds and accompanying documents required to be submitted. Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to being affixed to the document after its generation, will not be accepted. Submission of such documents may render the bid or offer non-responsive and ineligible for award.

DOCUMENT 00 00 01 Page 1

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 00 01 Page 2

SECTION 00 31 00.02 18

REPORT OF OPERATIONS FORM (Eng Form 27A) 07/17

PART 1 GENERAL

1.1 DESCRIPTION

Eng Form 27A, Daily Report of Operations - Hopper Dredges

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 31 00.02 18 Page 1

DOCUMENT 00 31 00.02 18 Page 2 b.

AGITATING

ENG FORM 27A, APR 1973 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

1. DISTRICT

DAILY REPORT OF OPERATIONS - HOPPER DREDGES

For use of this form, see ER 37-2-10; the proponent agency is CECW-OD.

a. MAINTENANCE

REPORTS CONTROL SYMBOL

ENGCW-0-13

2. DREDGE

3. EXACT LOCATION OF WORK 5. DATE (YYYYMMDD)

6. NUMBER OF PERSONS IN CREW

b. NEW WORK

7. AV. LENGTH OF CUT 10. CHARACTER OF MATERIAL

8. AV. WIDTH OF CUT

9. AV. DIST. TO DUMP

a. DENSITY OF MAT. IN PLACE

°F

11. HOPPER CAPACITY

12. AV. VOL. OF BIN WATER

13. AV. UNFILLED CAPACITYFT.

FT.

FT.

GMS/LITER

b. DENSITY OF WATER GMS/LITER AT

CU YDS.

CU YDS.

CU YDS.

14. NAVIGATION AND OTHER DREDGING AIDS (Describe and include statement on adequacy and recommendations)

15. WORK PERFORMED

a.

DREDGING AND HAULING

(1)

NO. OF LOADS

(2)

TOT. CU. YDS.

(3)

DISPOSAL AREA

(1)

TOT. CU. YDS.

16. DRAFT FOR LOAD NO. (for one load only)

(1)

LIGHT

(2)

LOADED

a. FORWARD

b. AFT

18. DRAG DEPTH MAX. MIN.

19. INDICATORS LAST CHECKED ON

DATE (YYYYMMDD)

20. GAS EJECTORS USED % OF PUMPING TIME

21. DISTRIBUTION OF TIME AND MILES RUN

(a) AGITATING (Minutes)

(b) DREDGING AND HAULING (Minutes)

(c) MILES RUN (Stat. Miles)

a. EFFECTIVE WORKING TIME

(1) PUMPING

(2) TURNING

(3) TO DUMP

(4) DUMPING

(5) TO CUT

(7) TOTALS

b. NON-EFFECTIVE WORKING TIME

(1) TAKING ON FUEL AND SUPPLIES

(2) TO AND FROM WHARF OR ANCHORAGE

(3) LOSS DUE TO NATURAL ELEMENTS

(4) LOSS DUE TO TRAFFIC AND BRIDGES

(5) MINOR OPERATING REPAIRS

(6) TRANSFERRING BETWEEN WORKS

(7) LAY TIME

(8) FIRE AND BOAT DRILLS

(9) MISCELLANEOUS

(10) TOTALS

4. WORK TYPE

17.

AREA

ENG FORM 27A, APR 1973 Page 2 of 3

c. SIGNATUREb. DATE (YYYYMMDD)

21. DISTRIBUTION OF TIME AND MILES RUN (Continuation)

(a) AGITATING (Minutes)

(b) DREDGING AND HAULING (Minutes)

(c) MILES RUN (Stat. Miles)

c. LOST TIME

(1) MAJOR REPAIRS AND ALTERATIONS

(2) CESSATION

(3) COLLISIONS

(4) TOTAL LOST TIME

(d) TOTAL TIME IN PERIOD

22. AVERAGE SPEED OF DREDGE 23. MINUTES RADAR IN USE

a. LOADING b. FEET / MINUTE 24. TIDE DATA WAS OBTAINED BY MEANS OF

c. AGITATING 25. WEATHER

d. GALS. OF FUEL OIL CONSUMED

e. GALS. OF WATER CONSUMED

26. NUMBER OF INSPECTIONS BY SUPERVISORY PERSONNEL

a. FIELD b. OFFICE

27. REMARKS

28a. SUBMITTED BY NAME (Last, First MI) AND TITLE

MATE AND

DRAGTENDERS

ENG FORM 27A, APR 1973 Page 3 of 3

32. REMARKS

29.

BREAKDOWN OF LOADS DREDGED AND HAULED

30. DATE (YYYYMMDD)

LO

A

D N

U M

B E

R

*U N

W A

T E

R E

D b.

TIME PUMP

(0001-2400)

S T

A R

T E

D

S T

O P

P E

D

P U

M P

IN

G c.

MINUTES

T U

R N

IN

G

T O

D U

M P

D U

M P

IN

G

T O

C U

T

T O

T A

L d.

CUBIC YARDS RETAINED

(In terms of in place material)

***S E

T T

LE

D

S O

LID

S

***S U

S P

E N

D E

D S

O

LID

S

B

IN

W A

T E

R

S O

LID

S

**T O

T A

L

P E

R P

U M

P

IN

G

M

U T

E

P E

R E

LA

P

S E

D

M

U T

E

***D E

N S

IT

Y

G M

S

/LIT

E R

S

O

LID

S

(In place)

a. PUMPING TIME (Minutes) b. ECONOMIC LOAD (Cubic Yards) c. TEST LOAD NUMBER. d. DATE OF TEST (YYYYMMDD)

31. ECONOMIC LOAD DATA

f. AVERAGE e.

MID-DEPTH SAMPLES

NOTE:

*WHEN LOAD IS DREDGED WITH HOPPERS UNWATERED, INDICATE BY LETTER "U".

**TOTAL CUBIC YARDS RETAINED = SETTLED SOLIDS + SUSPENDED SOLIDS - BIN WATER SOLIDS OR DETERMINED DIRECTLY BY

YARDAGE METER.

***NOT NECESSARY WHEN MEASURING LOAD BY YARDAGE METER.

a.

(1) (2) (1) (2) (3) (4) (5) (6) (1) (2) (3) (4) (5) (6) (1) (2) (3)

SECTION 00 31 19

EXISTING CONDITION INFORMATION

06/21

PART 1 GENERAL

1.1 DESCRIPTION

The list of existing outfalls is attached to this section.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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DOCUMENT 00 31 19 Page 1

DOCUMENT 00 31 19 Page 2

Outfall

Number

Description

New Outfall

Invert (NAVD)

Nearest

Street

Location

24" steel drainage pipe amended in Renourishment Contract

El. +2.76 ft

700 ft. North of

Surf Rd.

Monmouth

Beach

B

(previously 7)

DS

8’ diameter drainage structure at seaward end (approx. 35’ from seawall) of 24” steel

700 ft. North

24" Steel drainage pipe amended in Renourishment Contract

El. +3.67

375 ft. North

A

(previously 8)

8’ diameter drainage structure at seaward end (approx. 35’ from seawall) of 24” steel

375 ft. North

8A

24"x38" elliptical RCP; amended in

Contract 2

El. +0.02

Riverdale

Ave.

Long Branch

8A

30” DIP extension & adapter to existing

24”x38” elliptical RCP

El. -2.01

Riverdale

Ave.

15” RCP extension

10’ seaward of bulkhead & 8’ diameter storm discharge structure

Ocean Terr.

18” RCP extension

10’ seaward of bulkhead & 8’ diameter storm discharge structure

Cooper Ave.

Long

Branch

66” DIP extension & MH (connection to existing 48”X76” elliptical RCP)

El. -3.08 ft

Avenel Blvd.

66" DIP extension & MH (connection to existing 53”X83”” elliptical RCP)

El. -0.50 ft

Laird St.

78" RCCP extension & 78”x72” RCCP reducer (connection to existing 72” RCP)

El. -3.43 ft

S. Bath Ave.

98”x63” elliptical RCP extension & CIP junction box (connection to existing 72”

RCP)

El. -9.56 ft

Lake Tak

Elberon

24A

Pre-formed scour hole

(Existing 15” diam.

pipe inv el. +9.37 ft)

850ft South of

Pullman Ave.

26A

(Existing 15” diam.

pipe inv el. +9.2 ft)

1150ft South of

Pullman Ave.

28A

North of

Breakwater Beach

Club

8” DIP extension & retention structure system

El. +7.21 ft

Breakwater Beach

Club

(Existing 12” diam.

pipe inv el. +9.64 ft)

Garfield Terr.

27A

Pre-formed scour hole; 8” PVC extension to

MH; 18” pipe extension to pre- formed scour hole

El. +9.3 ft

450ft North of

Berringer Rd.

48” DIP extension

El. -0.28 ft

Baltimore Blvd

Sea Girt

60” DIP extension

El. -3.2 ft

Neptune

Place

Sea Girt

Notes:

1) Outfalls are listed geographically in order from North to South.

2) DS stands for Drainage (or Discharge) Structure.

3) This table is for information only regarding outfalls in vicinity of renourishment area.

SECTION 00 31 19.01 18

TRANS-ATLANTIC SUBMARINE CABLES

03/18

PART 1 GENERAL

1.1 DESCRIPTION

The Trans-Atlantic Submarine Cables map is attached to this section.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 31 19.01 18 Page 1

DOCUMENT 00 31 19.01 18 Page 2

Chart ID: 12300C_1 Edition: 48 Revision: 30 Cleared Date: 03/26/2011 Date Printed: 05/21/2012 NOT FOR NAVIGATION Page: A0

Marine Liaison 973 216-2096 Phone Number 732 282-4001

NOT FOR NAVIGATION / NOT FOR SALE

tr001702 Rectangle tr001702 Rectangle

SECTION 00 31 24.01 18

WATER QUALITY CERTIFICATE

07/17

PART 1 GENERAL

1.1 DESCRIPTION

The Water Quality Certificate is attached to this section.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 31 24.01 18 Page 1

DOCUMENT 00 31 24.01 18 Page 2

00 90 03 - 2

00 90 03 - 3

00 90 03 - 4

00 90 03 - 5

00 90 03 - 6

00 90 03 - 7

00 90 03 - 8

SECTION 00 31 32.01 18

WENTWORTH SCALE

06/17

PART 1 GENERAL

1.1 DESCRIPTION

Wentworth scale

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 31 32.01 18 Page 1

DOCUMENT 00 31 32.01 18 Page 2

00 90 02-1

COMPOSITE GRAIN SIZE DISTRIBUTION CURVES FOR SAND SEDIMENTS AND

GRAIN SIZE SCALES FOR SEDIMENT

The grade scale most commonly used for sediments is the Wentworth (1922) scale which is a logarithmic scale in that each grade limit is twice as large as the next smaller grade limit. The scale starting at 1mm and changing by a fixed ratio of 2 was introduced by J.A. Udden (1898), who also named the sand grades we use today.

However, Udden drew the gravel/sand border at 1 mm and used different terms in the gravel and mud division. For more detailed work, sieves have bee constructed at intervals 2 ^(1/2) and 2^(1/14). The Φ (phi) scale, devised by Krumbein, is a much more convenient way of presenting data than if the values are expressed in millimeters, and is used almost entirely in recent work.

WENTWORTH SCALE

SECTION 00 31 32.03 18

BORROW AREA CORE PENETRATION GRAPHS AND COMPOSITE GRAIN SIZE DISTRIBUTION

CURVES

07/17

PART 1 GENERAL

1.1 DESCRIPTION

Documentation including grain size distribution curves, core logs, summary tables, and a sample seismic profile.

Also see ASI Sampling and Grain size report for Sea Bright Offshore Borrow Area (SBOBA)in Appendix.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 31 32.03 18 Page 1

DOCUMENT 00 31 32.03 18 Page 2

TECHNICAL

SPECIFICATIONS

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. The Contractor must be required to (i) commence work under this contract within five (5) calendar days after the date the Contractor receives the Notice to Proceed, (ii) prosecute the work diligently, and (iii) complete the entire work ready for use, and remove all equipment from the contract area no later than March 1, 2023. The time stated for completion must include the final cleanup of the premises. (FAR 52.212-3). If options are exercised within 120 days from NTP, the Contractor shall be required to complete these options, and remove all equipment from the contract area no later than March 1, 2024. Construction activities are prohibited between March 1, 2023 and

October 15, 2023, and after March 1, 2024. Notice to proceed (NTP) is estimated between Oct 31 and Nov 4, 2022

b. The Contractor must furnish all labor, materials, equipment, and services for the following work: construction for dredging and beachfill placement, installation of marker piles, and construction for scour hole as described in the solicitation package.

c. All work must be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes placement of the beach fill material and incidental related work, including advanced nourishment along the length of the design berm, as well as the installation of a junction box rise.

1.2.2 Location

The work is located from Seabright to Manasquan in New Jersey; The exact location is shown in the bid documents.

1.3 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $25,000,000 and $100,000,000.

1.4 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

Do not inflict damage upon land and properties outside the authorized construction area by unwarranted entry upon, passage through, damage to, or disposal of, material on such land or property. The Contractor may make a separate agreement with any other party, regarding the use of, or right to, land or facilities outside the contract area. If such an agreement is made, it must be in writing and a copy must be provided to the Contracting Officer. The Contractor must hold and save the

SECTION 01 11 00 Page 1

Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

1.5 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

c. The responsibility for damage to the permanent work must be as set forth in the article of the contract clause entitled "PERMITS AND RESPONSIBILITIES". However, if in the judgment of the Contracting Officer, the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, severe coastal storm or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor must make the repairs as ordered by the Contracting Officer and full compensation for repairs will be made at the applicable Contract unit or lump-sum prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no Contract unit or lump sum prices applicable to the work, an equitable adjustment, pursuant to Contract Clause entitled CHANGES, will be made as full compensation for the repairs of that part of the permanent work for which there are not applicable Contract unit or lump-sum prices. Except as herein provided, damage to all work, utilities, materials, equipment, and plant, including temporary construction and utilities, pavements, and other property along the routes used by the Contractor's pipelines and/or land vehicles, must be repaired to the satisfaction of the Contracting Officer, the State of New Jersey, and the utilities companies, at the Contractor's expense regardless of the cause of such damage.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 2

SECTION 01 11 35

AIR EMISSIONS REQUIREMENTS

PART 1 GENERAL

1.1 BACKGROUND

The Contractor shall comply with the air emissions requirements of this section which are intended to ensure compliance with the Federal Clean Air Act.

1.2 PRE-OPERATIONAL PLANNING AND REPORTING

The Contractor shall retain an independent firm having a minimum of 3 years of experience in calculating air emissions for equipment in the utility, process, construction or manufacturing industries to assist the Contractor in fulfilling the requirements of this section.

The Contractor shall submit the Project Air Emissions Calculator information within 30 calendar days of notice of contract award.

The Project Air Emissions Calculator will be provided electronically to the Contractor by the Government on or shortly after notice of contract award. The Contractor shall complete the calculator by entering information on all diesel powered equipment anticipated to be used in performance of the contract and the anticipated number of hours of operation of each piece of equipment in each calendar year that work is expected to take place. The calculator submittal shall be made in the same format as the original Project Air Emissions Calculator provided by the Government.

1.3 OPERATIONAL MONITORING, RECORDKEEPING AND REPORTING

Provide monthly information listed below during the execution of the contract:

1.3.1 Monthly Air Emissions Calculator and Narrative

The Monthly Air Emissions Calculator will be provided to the Contractor by the Government at the start of work and at the beginning of each calendar year in which work take place.

The Monthly Air Emissions Calculator and Narrative shall be updated monthly and submitted electronically to the COR. Updated calculator, narrative and other information associated with this task are due 10 calendar days after the end of each month. The updated monthly calculator submittal shall be made in the same format as the original Air Emissions Calculator provided by the Government.

The Monthly Air Emissions Calculator shall be updated monthly to reflect actual hours worked, equipment actually used, actual emission control methods used during the previous month, and a projection of remaining work on the contract during the calendar year; and

A Narrative explaining the changes from the Project Air Emissions Calculator (submitted within 15 calendar days after award) to the updated

SECTION 01 11 35 Page 1

Monthly Air Emissions Calculator shall be submitted.

1.3.2 Certification

Provide a Certification from an independent Air Emissions Consultant stating that the information provided in paragraph 1.3.1 is accurate and that any technologies, techniques, or methods used to reduce emissions are approved by the U.S. Environmental Protection Agency (EPA).

The Contractor shall be required to measure and record the following parameters within the 3-nautical mile line of the coast: date and time, engine hours of operation, and fuel use rates on all diesel-powered engines associated with actual dredging equipment and the auxiliary power generators and pumps. This information can be obtained by downloading data from the electronic engine management control system, if available.

The submittals shall be in one of the following file formats: (1) text format, either comma or tab delimited or (2) Microsoft Excel. Submittals will be rejected that require proprietary software for access.

1.4 SUBMITTALS

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

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

SD-06 Test Reports

Project Air Emissions Calculator; G, RO

Submit within 15 calendar days of notice of contract award.

Monthly Air Emissions Calculator; G, RO

Update and submit monthly.

Narrative; G, RO

Update and submit monthly.

SD-07 Certificates

Certification; G, RO

Provide from an independent Air Emissions Consultant.

1.5 RETAINAGE AND REDUCTION IN CONTRACT PRICE

Failure of the Contractor to provide the associated documents in compliance with requirements in paragraphs 1.2 and 1.3 will result in retainage and reduction in contract price.

1.6 MEASUREMENT AND PAYMENT

No separate payment shall be made for this item.

SECTION 01 11 35 Page 2

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

NOT USED.

SECTION 01 11 35 Page 3

SECTION 01 11 35 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 14: 02/ 22

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.3 Order Of Work

Proceed with the placement of the beachfill in a continuous manner along the shoreline, moving generally South to North, or as directed by the Contracting Officer. Contractor will be allowed to pump fill material in both directions from landed pipeline on condition that the contractor will pump fill material first to the south, then to the north.

Place beach fill in maximum 1,000-foot-wide beach work zone/closure areas.

Working in more than 1 closure area at a time shall be at the discretion of the COR and with coordination with local communities. Access to the beach for each community shall be maintained at all times except within the active established beach fill work zone(s).

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

SECTION 01 14 00 Page 1

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 No Smoking Policy

Smoking is prohibited within project site. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.4.2 Working Hours

Working hours for dredging are 24 hours a day including Sunday and Government holidays. Local government approval is required to ensure compliance with local ordinances and local Boards.

1.4.3 Working Conditions

Comply with paragraph Fatigue Management Plan (FMP) of EM 385-1-1 .

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 1: 02/ 21

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.2.2 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and

SECTION 01 20 00 Page 1 required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 MOBILIZATION AND DEMOBILIZATION

Mobilization must include all costs for operations accomplished prior to commencement of actual dredging operations, such as transfer of dredge and attendant plant and equipment to site, initial installations of pipe, preparation of beach fill areas, and other incidentals in advance of the actual dredging. Demobilization must include general preparation for transfer of plant to home base, removal of pipelines, cleanup of beach fill areas, and transfer of plant to its home base. The cost of work other than mobilization and demobilization of the Contractor's dredging plant and equipment must not be included in this item. For payment for Mobilization and Demobilization see Contract Clauses.

All costs connected with the mobilization and demobilization of all of the Contractor's dredging plant and equipment will be paid for at the contract lump sum price for this item. 60 percent of the lump sum price will be paid to the Contractor upon completion of his mobilization to the work site. The remaining forty percent 40 percent will be included in the final payment for work under this contract.

In the event the Contracting Officer and/or his Representative considers that the amount in this item 60 percent, which represents mobilization, does not bear a reasonable relation to the cost of the work in this contract, the Contracting Officer and/or his Representative may require the Contractor to justify this portion of the bid. Failure to justify such price to the satisfaction of the Contracting Officer and/or his Representative will result in payment of actual mobilization costs as determined by the Contracting Officer and/or his Representative, at the completion of mobilization and payment of the remainder of this item in the final payment under this contract. The determination of the Contracting Officer and/or his Representative is not subject to appeal.

1.3.2 Vibration Monitoring of Structures

1.3.2.1 Payment

Payment will be made for all costs associated with performing the work necessary to monitor the vibration of structures in accordance with the drawings and specifications.

SECTION 01 20 00 Page 2

1.3.2.2 Unit of Measure

Unit of measure: Job.

1.3.3 As Bulits- (Final Record Drawings)

Contractor must complete the “Record Drawing As-Builts" CAD submittal as required by Specification Section 01 78 00 CLOSEOUT SUBMITTALS for Record Drawings Files and for CAD standards and compliance requirements.

1.3.3.1 Measurement

Unit of measure: Job.

1.4 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.4.1 Hydraulic Beach Fill Placement

1.4.1.1 Payment

The total amount of material acceptably placed on the beach (from the borrow areas) is to be paid for at the contract unit price as shown on the bid schedule , must be measured by the cubic yard in place on the beach by computing the volume between the beach surface shown by a survey made before filling and beach surface shown on a survey after filling. The reference datum must be NAVD. No payment must be made for material placed:

(1) In excess of the quantity to the design grade plus the 1.0 foot tolerance. Refer to the Compensated Slope paragraph in section 31 24

00.00 18 BEACH FILL PLACEMENT for exception regarding compensated slope.

(2) For the extent of the project as shown on the contract drawings, above +9.3 ft NAVD plus tolerance on the berm, and beyond the onshore slope of 1 on 20 slope line from El. +9.3 ft. NAVD plus tolerance intersects +3.9 ft. NAVD, and beyond the point where the 1 on 10 slope line plus tolerance intersects with the ocean bottom. Refer to the Compensated Slope paragraph in section 31 24 00.00 18 BEACH FILL PLACEMENT for exception regarding compensated slope.

(3) Which was obtained from outside the designated borrow area or below the maximum dredging limit of the borrow area, except as directed by the Contracting Officer or his representative.

1.4.1.2 Original and Final Surveys

The Contractor must make original and final surveys under the supervision of the Contracting Officer's representative and must make computations to determine the quantities of materials placed on the beach for acceptance.

SECTION 01 20 00 Page 3

1.4.1.3 Surveys for Progress Payments

The Contractor will make any surveys for periods for which progress payments are requested and must make the computations based on these surveys.

1.4.1.4 Initial and Final Surveys

Initial and final surveys for acceptance will be taken immediately prior to and after fill placement; profile lines must be the same pre- and post-fill, based on identified benchmarks. Surveys will be taken on parallel profile lines (ranges) spaced at a maximum of 100-foot intervals. The minimum stationing interval will be 25 feet or at breaks in slope.

The Contractor must conduct the original and final surveys, with the presence of Government representatives, and make the computations based on them. The Contractor must conduct the surveys for any periods for which progress payments are requested and must make the computations based on these surveys. All surveys conducted by the Contractor must be done by a New Jersey licensed surveyor and certified hydrographer subjected to approval by the Contracting Officer.

- The Contractor must be responsible to conduct all surveys. The Contractor must maintain work sections - a pre-construction and final acceptance section surveyed while construction is taking place in between.

The pre-construction sections should be maintained at a minimum 300 feet ahead of the fill placement. The Contractor must make such computations as are necessary to determine the quantities of work performed or finally in place and submit the computation for Government approval.

-Promptly upon completing a survey, the Contractor must furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who must use them as necessary to determine the amount of progress payments. The Contractor must retain copies of all such material furnished to the Contracting Officer or his representative. (FAR 52.236-16)

For Beach Fill Placement:

The Contractor will coordinate with the Contracting Officer's representative to maintain work sections. The Contractor will perform preconstruction surveys between 500 feet and 1500 feet in advance of the last acceptance station but not more than 14 days prior to fill placement.

The surveys must be performed in 100 foot increments. Acceptance surveys must be performed when 500 linear feet of beach is dressed and graded to template.

For Borrow Area Surveys:

A pre- and post- construction survey of the borrow area at least 100 feet along the length of the borrow area and 25-foot intervals is required for this project to monitor the pre- and post-construction borrow area conditions with other survey methods approved by the COR.

In addition, weekly borrow area surveys are required at 200-foot sections and 5 foot intervals. The Contractor must compute the volume extracted and furnish all computations, Fathometer plots, and depth readings utilized to the Contracting Officer with each CQC report See 01 45 00.00 10 QUALITY

SECTION 01 20 00 Page 4

CONTROL

1.4.1.5 Original Field Notes, Computations and Other Records

All original field notes, computations and other records for the purpose of layout of surveys conducted by the Contractor must be recorded in duplicating field books, the original pages of which must be furnished promptly to the Contracting Officer, or his representative, at the site of work. The Contractor must furnish the Contracting Officer, or his representative, profile data for the survey on a computer disk. The survey data must be in a format compatible with both the HYPACK program and in X, Y, Z format, and stored on DVD's. The Contractor must submit to the Contracting Officer, prior to surveying, a base line drawing showing all offsets, elevation, reference lines and range line locations to be utilized.

1.5 TEMPORARY FENCING

1.5.1 General

Temporary fence must be installed as needed. The fence must be removed by the Contractor at the completion of the work or when directed by the Contracting Officer, or his representative, and all material used must remain the property of the Contractor.

1.5.2 Payment

No separate payment must be made for this temporary fencing, and all costs in connection therewith must be included in the contract unit price for Item No.0002 Hydraulic Beach Fill.

1.6 MEC

1.6.1 General

This work must include the preparation of submittals associated with MEC;

the design and installation of screening devices; labor and materials associated with cleaning and maintaining those screening devises.

1.6.2 Payment

No separate payment must be made for the MEC work specified in section

01 35 30 MUNITIONS AND EXPLOSIVES OF CONCERN (MEC) CONSTRUCTION SUPPORT,

and all costs in connection therewith must be included in the contract unit price for Hydraulic Beachfill.

1.7 OPTIONS

1.7.1 Hydraulic Beach Fill Monmouth Beach (Option 1)

1.7.1.1 Payment

All work for hydraulic beach fill must be included in the Hydraulic fill Monmouth Beach Line Item on the Bid Schedule.

Unit of Measure

Unit of measure: CY

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1.7.2 Hydraulic Beach Fill Elberon (Option 2)

1.7.2.1 Payment

All work for hydraulic beach fill must be included in the Hydraulic fill Elberon Line Item on the Bid Schedule.

Unit of Measure

Unit of measure: CY

1.7.3 Hydraulic Beach Fill Sea Girt/Manasquan (Option 3)

1.7.3.1 Payment

All work for hydraulic beach fill must be included in the Hydraulic fill Sea Girt/Manasquan Line Item on the Bid Schedule.

Unit of Measure

Unit of measure: CY

1.7.4 Re-mobilization & Demobilization for Hydraulic Beach Fill (Option 4)

1.7.4.1 Payment

All work for Re-mobilization & Demobilization for Hydraulic Beach Fill must be included in the Re-mobilization & Demobilization for Hydraulic Beach Fill Line Item on the Bid Schedule.

Unit of Measure

Unit of measure: JOB

1.7.5 Junction Box Riser (Option 5)

1.7.5.1 Payment

All work for Junction Box rise must be included in the Junction Box riser Line Item on the Bid Schedule.

Unit of Measure

Unit of measure: JOB

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

View Location Map; G , RO

Progress and Completion Pictures; G , RO

Work To Be Performed By The Contractor; G, RO

Eng Form 93; G, RO

As-Built Conditions Survey; G

1.3 AS-BUILT CONDITIONS SURVEY

a. Surveys shall include cross sections and creation a LandXML in AutoCad 2019.

b. Surveys shall be obtained to at least third order class II accuracy.

c. Upon completion, a final LandXML must be exported of the final project worksite. The LandXML must define breaklines along boundaries where sharp or abrupt changes in surfaces occur, such as top of and bottom of groin structure, etc. The LandXML shall also include high points and low points at a predetermined grid interval.

d. Survey shall be provided according to Section 01 33 00 SUBMITTAL PROCEDURES and Section 01 78 00 CLOSEOUT SUBMITTALS.

e. Additional requirements are laid out in Section 01 78 00.

SECTION 01 30 00 Page 1

1.4 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.5 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 12 mega pixels minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice with digital photographs cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government. Refer to section 01 33 00 SUBMITTAL PROCEDURES, Electronic File Format paragraph for information on electronic file format for submission.

1.6 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

a. Procure and maintain during the entire period of project performance under this contract the following insurance policies:

(1) Commercial General Liability Insurance as required by FAR 28.307-2

(2) The policies described above must be endorsed (i) to include the State of New Jersy, New Jersey Department of Environmental Protection (NJDEP), Borough of Sea Bright, City of Long Branch, Borough of Monmouth Beach, Borough of Sea Girt, Borough of Manasquan, and the National Guard Training Center as additional insured and (ii) to provide that notice of an occurrence to the insurance company from any insured will serve as notice from all insured.

(3) Environmental liability insurance in limits of not less than One Million Dollars ($1,000,000) combined single limit per occurrence for bodily injury, death, and property damage.

(4) Comprehensive Automobile Liability Insurance in limits of not less than five million dollars ($5,000,000) combined single limit per occurrence for bodily injury, death, and property damage covering all owned, non-owned and hired vehicles in connection with the work to be performed in connection with this permit.

(4) Certificates of Insurance evidencing the issuance of all insurance required hereby, and guaranteeing at least thirty (30) days prior notice to the Government of cancellation or non-renewal, must be delivered to the Contracting Officer, and NJDEP prior to entry of

SECTION 01 30 00 Page 2 the Government's contractors upon the project area, or, in the case of new or renewal policies replacing any policies expiring during the period, no later than thirty (30) days before the expiration dates of such expiring policies.

b. Prior to the commencement of work hereunder, provide to the Contracting Officer a certificate or statement of the above required insurance. The policies evidencing required insurance must contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance must not be effective for such a period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than thirty (30) days after written notice thereof to the Contracting Officer.

c. The Contractor agrees to insert the substances of this clause, including paragraph c., in all subcontracts hereunder.

d. This insurance will be included at no additional cost to the government.

1.7 THE SEAGOING BARGE ACT (46 USC 395 Et Seq.)

The Seagoing Barge Act applies to this project. In the event the low bidder contemplates using plant that requires U.S. Coast Guard certification to comply with this Act, the low bidder must within five calendar days after bid opening submit a copy of said certificate to the Contracting Officer. Failure to product the certificate within the required time will subject the bidder to a determination of non-responsibility.

1.8 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract.

The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at:

http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance https://www.dol.gov/vets/ Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/ Army Wounded Warrior Program- https://wct.army.mil/ U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org /

1.9 OBSTRUCTION OF CHANNEL

The Government will not undertake to keep any channel free from vessels or

SECTION 01 30 00 Page 3 other obstructions except to the extent of such regulations, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7, of the River and Harbor Act approved August 8, 1917. The Contractor must conduct the work in such manner as to not obstruct navigation and in case the Contractor's plant so obstructs any channel as to make difficult or endanger the passage of vessels, said plant must be promptly moved on the approach of vessels to such extent as required to afford a practicable passage. Upon the completion of the work the Contractor must promptly remove his plant, include ranges, buoys, piles and other marks placed by him under the contract in navigable water or on shore.

1.10 MISPLACED MATERIAL

Should the Contractor, during the progress of the work, lose, dump, throw overboard, sink, or misplace material, plant, machinery, or appliance, which in the opinion of the Contracting Officer may be dangerous to or obstruct navigation, the Contractor must recover and remove the same with utmost dispatch. The Contractor must give immediate notice, with description and location of such obstruction, to the Contracting Officer or inspector, and when required must mark or buoy such obstruction until the same is removed. Should he refuse, neglect, or delay compliance with the above requirements, such obstructions may be removed by the Contracting Officer, and the cost of such removal may be deducted from money due to the Contractor, or may be recovered under his bond. The liability of the Contractor for the removal of a vessel wrecked or sunk without fault or negligence must be limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et seq).

1.11 CORPS OF ENGINEERS RESERVE FLEET (CERF) IMPLEMENTATION

If the work specified in this contract is performed by a hopper dredge(s), the owner must have an active Basic Ordering Agreement (BOA) for the hopper dredge(s) on file with the Corps. The Contractor must make the hopper dredge(s) available to serve in the Corps of Engineers Reserve Fleet (CERF) at any time that the hopper dredge(s) is performing work under this contract. When the Contracting Officer is notified of the decision to activate this dredge(s) into the CERF, he must take appropriate action to release the dredge(s). He/she may then extend or terminate the contract to implement whichever action is in the best interest of the Government. The CERF contractor must be subjected to the following conditions:

a. The Director of Civil Works may require the Contractor to perform emergency dredging at another CONUS (48 contiguous states) site for a period of time equal to the remaining time under this contract at the date of notification plus up to ninety days at the previously negotiated rate which appears on the schedule of prices in the BOA.

b. The Chief of Engineers may require the Contractor to perform emergency dredging at an OCONUS (outside CONUS which includes Alaska, Hawaii, Puerto Rico, the Virgin Islands, or U.S. Trust Territories) site for a period of time equal to the time remaining under this contract at the date of notification plus up to 180 days at the negotiated rate which appears on the schedule of prices in the BOA.

c. The CERF must be activated by the Chief of Engineers or the Director of Civil Works; then the Ordering Contracting Officer will notify the

SECTION 01 30 00 Page 4

Contractor. From the time of notification, the selected hopper dredge(s) must depart for the emergency assignment within 72 hours for CONUS or 10 days for OCONUS assignments.

d. A confirming delivery order will be issued pursuant to the Basic Ordering Agreement (BOA) by the Ordering Contracting Officer. Such delivery order will utilize the schedule of rates in the BOA for specific hopper dredge(s).

e. If during the time period specified in a,…