FIMP CT2_RTA_SPECIFICATION_2022_07_15.pdf

SPECIFICATIONS

RTA

Fire Island Inlet to Montauk Point

Contract 2 - Dredging Moriches and

Shinnecock Inlets

Placement At Smith Point County Park and WOSI & CPF Construction

Suffolk County, NY

IFB No. W912DS22S0033

July 2022

U.S. Army Corps of Engineers New York District

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PROCUREMENT AND

CONTRACTING

REQUIREMENTS

FIMP Contract 2 FIMPCT2

PROJECT TABLE OF CONTENTS

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

00 00 01 COVER SHEET

00 31 00.03 18 REPORT OF OPERATIONS FORM (Eng Form 4267)

00 31 19.01 18 TRANS-ATLANTIC SUBMARINE CABLES

00 31 24.01 18 WATER QUALITY CERTIFICATE

00 31 32.01 18 WENTWORTH SCALE

00 31 32.03 18 COMPOSITE GRAIN SIZE DISTRIBUTION CURVES AND GRAIN SIZE

SCALES FOR SAND SEDIMENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 11 35 AIR EMISSIONS REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 10.00 18 ENDANGERED SPECIES OBSERVERS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 18 PROJECT IDENTIFICATION AND STEWARDSHIP EDUCATION

INTERPRETIVE SIGN (ESA-SEIS)

01 74 19 DREDGING WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 24 00.00 18 BEACH FILL PLACEMENT

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

35 20 23 DREDGING

35 20 23.33 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM - PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 00 01

COVER SHEET

05/22

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

Fi r e I s l and I nl et t o Mont auk Poi nt Cont r act 2 - Dr edgi ng Mor i ches and Shi nnecock I nl et s

Pl acement At Smi t h Poi nt Count y Par k and WOSI & CPF Const r uct i on Suf f ol k Count y, NY

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS22S0033

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.

7. 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

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DOCUMENT 00 00 01 Page 2

SECTION 00 31 00.03 18

REPORT OF OPERATIONS FORM (Eng Form 4267) 09/21

PART 1 GENERAL

1.1 DESCRIPTION

Eng Form 4267, Report of Operations-Pipeline, Dipper or Bucket Dredges

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DOCUMENT 00 31 00.03 18 Page 1

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DOCUMENT 00 31 00.03 18 Page 2

Form 4267 – Report of Operations – Pipeline, Dipper or Bucket Dredges

Form MVN 322 – Work Sheet for Preparing Consolidated Form 4267

SECTION 00 31 19.01 18

TRANS-ATLANTIC SUBMARINE CABLES

03/18

PART 1 GENERAL

1.1 DESCRIPTION

Trans-Atlantic Submarine Cables map

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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

Activity Restriction Window is enclosed. The Water Quality Certificates will be provided when available.

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DOCUMENT 00 31 24.01 18 Page 1

DOCUMENT 00 31 24.01 18 Page 2

Dredging the Navigation Channel and deposition basin outside the bay, including the ebb shoal, is closed due to Sturgeon May

1 to June 30

Dredging the Navigation Channel and deposition basin outside the bay, including the ebb shoal, is closed due to Sturgeon Sept 1 to November 30

Dredging the Navigation channel and deposition basin outside the bay is closed due to Finfish and

Shellfish June 1 to September 30

All sand placement at WOSI, Tiana, and SPCP is closed due to Piping Plover and Least Terns 4/1 to 8/31

CPF #7,11,&12 construction closed due to Piping Plover and Least Terns 4/1 to 8/31

CPF #7,11,&12 construction is closed due to Horseshoe Crab April 15 to July

Dredging the navigation channel and deposition basin inside the bay is closed due to Winter Flounder from January 1 to May 31

Dredging the navigation channel and deposition basin inside the bay is closed due to Horseshoe Crab April 15 to July 15

Dredging the navigation channel and deposition basin inside the bay is closed due to Finfish and

Shellfish June 1 to September 30

CPF #7,11,&12 construction closed due to Winter Flounder from January 1 to May 31

DecemberJanuary February March April May June July August September October November

Dredging the Navigation Channel and deposition basin outside the bay, including the ebb shoal, is closed due to Sturgeon May

1 to June 30

Dredging the Navigation Channel and deposition basin outside the bay, including the ebb shoal, is closed due to Sturgeon Sept 1 to November 30

Dredging the navigation channel and deposition basin outside the bay (Shinnecock Inlet station numbers 0+00 to 40+00, and Moriches Inlet station numbers 0+00 to 38+00).

Also dredging of the ebb shoal at both Shinnecock and Moriches.

Dredging the Navigation channel and deposition basin outside the bay, including the ebb shoal, is closed due to Finfish and Shellfish June 1 to September 30 sand placement on Ocean Beaches

All sand placement at WOSI, Tiana, and SPCP is closed due to Piping Plover and Least Terns 4/1 to 8/31

CPF #7,11,12 construction activities

CPF #7,11,&12 construction closed due to Piping Plover and Least Terns 4/1 to 8/31

CPF #7,11,&12 construction is closed due to Horseshoe Crab April 15 to July

Dredging the navigation channel and deposition basin inside the bay (Shinnecock inlet station numbers 40+00 to 55+09, and Moriches Inlet Station Numbers 38+00 to 48+30)

Dredging the navigation channel and deposition basin inside the bay is closed due to Winter Flounder from January 1 to May 31

Dredging the navigation channel and deposition basin inside the bay is closed due to Horseshoe Crab April 15 to July 15

Dredging the navigation channel and deposition basin inside the bay is closed due to Finfish and

Shellfish June 1 to September 30

CPF #7,11,&12 construction closed due to Winter Flounder from January 1 to May 31

DecemberJanuary February March April May June July August September October November

SECTION 00 31 32.01 18

WENTWORTH SCALE

06/17

PART 1 GENERAL

1.1 DESCRIPTION

Wentworth scale

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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

COMPOSITE GRAIN SIZE DISTRIBUTION CURVES AND

GRAIN SIZE SCALES FOR SAND SEDIMENTS

11/17

PART 1 GENERAL

1.1 DESCRIPTION

Composite grain size distribution curves and Grain size scales for sand sediments documentation.

Core# Year Collected

Length of Core i n f t .

Sample

From Depth below surface i n f t .

To Dept below surface i n f t .

Layer Thick ness i n f t .

Mean Dia.

in phi units

Std.

Dev in phi units

Mean Dia.

in mm

Location

VC98

-36

1998 19.6 LAT

40 deg 45 min

20.3 sec

LONG

72 deg 45 min

32.7 sec

1 0 5 5 1.54 0.48 0.34

2 5 10 5 1.29 0.61 0.41

3 10 15 5 1.7 0.54 0.31

4 15 17.1 2.1 2.13 0.52 0.23

5 17.1 19.6 2.5 2.54 0.55 0.17

VC98

-37

1998 18 LAT

40 deg 45 min

30.2 sec

LONG

72 deg 45 min

6.5 sec

1 0 5 5 1.62 0.64 0.33

2 5 7.6 2.6 1.95 0.66 0.26

3 7.6 10.7 3.1 1.52 0.99 0.35

DOCUMENT 00 31 32.03 18 Page 1

4 10.7 12.6 1.9 2.44 0.48 0.18

5 12.6 15 2.4 1.41 1.04 0.38

6 15 18 3 1.03 1.52 0.49

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DOCUMENT 00 31 32.03 18 Page 2

DOCUMENT 00 31 32.03 18 Page 3

Section 00 31 32.03 18 Attachments

TECHNICAL

SPECIFICATIONS

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

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, before 17 March 2023. The date stated for completion must include final cleanup of the premises. (FAR 52.212-3)

b. The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 21 September, 2022. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

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 dredging of Moriches and Shinnecock inlets with beach fill placement at Smith Point County Park and West of Shinnecock Inlet beaches. There will be clearing, grubbing, excavation and regrading at the CPF7 site. It is anticipated project will include incidental work related to the tasks as well

1.2.2 Location

The work is located between Smith Point County Park to Shinnecock Inlet, Suffolk County, NY. The exact location is shown 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 Contractor must be responsible for the repair, restoration, or for all cost of damage resulting therefrom. If the Contractor elects to have alterations made to any existing structure, utility, dune, road, or other improvements for his convenience, s/he must make arrangements with the owner of the facility for such alteration and the arrangements must be approved by the Contracting Officer prior to making alterations. Repair and restoration must comply with contract requirements and must also be approved by the Contracting Officer

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SECTION 01 11 00 Page 2

SECTION 01 11 35

AIR EMISSIONS REQUIREMENTS

PART 1 GENERAL

1.1 BACKGROUND

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

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. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-06 Test Reports

Project Air Emissions Calculator; G, RO

Monthly Air Emissions Calculator; G, RO

Narrative; G, RO

SD-07 Certificates

Certification; G, RO

1.3 PRE-OPERATIONAL PLANNING AND REPORTING

The Contractor must 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.

1.3.1 Project Air Emissions Calculator

The Contractor must submit the Project Air Emissions Calculator information within 30 calendar days after 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 must 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 must be made in the same format as the original Project Air Emissions Calculator provided by the Government.

1.4 OPERATIONAL MONITORING, RECORDKEEPING AND REPORTING

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

SECTION 01 11 35 Page 1

1.4.1 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 must be updated monthly and submitted electronically to the Contracting Officer. 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 must be made in the same format as the original Air Emissions Calculator provided by the Government.

The Monthly Air Emissions Calculator must be updated monthly to reflect actual hours worked, equipment 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 to the updated Monthly Air Emissions Calculator must be submitted within 30 calendar days after the Contract award.

1.4.2 Certification

Provide a Certification from an independent Air Emissions Consultant stating that the information provided in the MONTHLY AIR EMISSIONS CALCULATOR AND NARRATIVE paragraph 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 must 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 must 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.

1.5 RETAINAGE AND REDUCTION IN CONTRACT PRICE

Failure of the Contractor to provide the associated documents in compliance with requirements found in the PRE-OPERATIONAL PLANNING AND REPORTING and OPERATIONAL MONITORING, RECORDKEEPING AND REPORTING paragraphs will result in retainage and reduction in the Contract price.

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SECTION 01 11 35 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 13: 08/ 21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section 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 SPECIAL SCHEDULING REQUIREMENTS

1.3.1 Order Of Work

Proceed with the placement of the beachfill in a continuous manner along the shoreline moving generally east to west, or as directed by the Contracting Officer. Contractor must first dredge material from the channels and the deposition basins, then ebb shoals.

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

Working in more than 1 closure area at a time must be at the discretion of the COR and with coordination with local communities. Access to the beach for each community must 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. Mark Contractor equipment for identification.

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 except in designated smoking areas. 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.

1.4.1.3 Working Conditions

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

1) Open trenches or road restrictions will not be permitted without the approval of the Contracting Officer.

2) Access ways must be fully usable.

3) All cost for conformance with the above stated requirements must be included with the lump sum contract amount and no claim for extra cost will be considered.

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.

1.5 ENVIRONMENTAL RESTRICTIONS

Comply with the Migratory Bird Treaty act of 1918 and the migratory bird conservation act of 1929 requirements to protect bird species that may potentially nest within the project area by implementing restrictions.

No work must be performed during the period April 1 to August 31. Refer to the Water Quality Certificate in Section 00 31 24.01 18 for the "Activity Restriction Windows" and other environmental requirements.

Comply with the migratory bird treaty act of 1918 and the migratory bird conservation act of 1929 requirements to protect bird species that may potentially nest within the project area by implementing restrictions.

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 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 clause Section 00 70 00 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 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 Final Record Drawings

1.3.2.1 Payments

Contractor shall complete the Record ("As-Builts") CAD submittal as required by Specification the Record Documents submittal as required by Specification Section 01 78 00 CLOSEOUT SUBMITTALS.

SECTION 01 20 00 Page 2

1.3.2.2 Unit of Measure

Unit of measure: Each.

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 dredged areas) is to be paid for at the contract unit price as shown on the price schedule (Section 00 10 00), 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 0.5 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 El +14 ft. NAVD plus tolerance on the dune crest; beyond the 1 on 5 slope line on dune side slope plus tolerance, above +8.5 ft NAVD plus tolerance on the berm, and beyond the point where the 1 on 20 slope line from El. +8.5 ft. NAVD plus tolerance, intersects the ocean bottom. Refer to the Compensated Slope paragraph in section 31 24 00.00 18 BEACH FILL PLACEMENT for exception below elevation +3.0

NAVD.

(3) Which was obtained from outside the designated dredged area or below the maximum dredging limit of the dredged 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.

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

SECTION 01 20 00 Page 3 to and after fill placement. Before fill, surveys must not be taken more than 14 days prior to fill placement. 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 York 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 dredged area Surveys:

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

In addition, weekly dredged 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

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

SECTION 01 20 00 Page 4 representative, profile data for the survey in electronic format specified by the contracting officer. 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.

1.4.1.6 Temporary Fencing

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

1.4.2 Excavation and grading

1.4.2.1 Payment

Payment will be made for costs associated with excavation at locations as depicted in the contract documents or to perform the work required, which includes performing required excavation and other operations incidental thereto, regrading, and Contractor-furnished disposal area(s) and disposition of excess excavated material and unsuitable and frozen materials.

1.4.2.2 Measurement

The total quantity of excavated material and regrading for which payment will be made will be the theoretical quantity between the ground surface, as determined by a survey post clearing and grubbing, and the grade and slope of the theoretical cross sections indicated. The survey must be surveyed immediately following clearing and grubbing and before excavating and grading takes place. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.4.2.3 Unit of Measure

Unit of Measure: Cubic Yard

1.4.3 Clearing and Grubbing

1.4.3.1 Payment

Payment will be made for costs associated with clearing and grubbing meeting the requirements of Section 31 11 00 CLEARING AND GRUBBING.

1.4.3.2 Measurement

The total quantity of clearing and grubbing to be paid will be the number of acres, computed to the nearest 0.1 of an acre, actually cleared and grubbed. Areas outside the limits of the project will not be measured.

1.4.3.3 Unit of Measure

Unit of measure: Acre.

SECTION 01 20 00 Page 5

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/ 20, CHG 1: 08/ 21

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

View Location Map

Progress and Completion Pictures

Work To Be Performed By The Contractor; G, RO

Eng Form 93; G, RO

Insurance Policies; G, RO

Certification Of Insurance; G, RO

Proof Of Payments; G, RO

1.3 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.

1.4 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 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 digital photographs, cumulative of all photos to date

SECTION 01 30 00 Page 1 with the monthly invoice via email or DOD SAFE (https://safe.apps.mil/).

Indicate photographs demonstrating environmental protection 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 on the CD or DVD 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.

1.5 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 New York State law.

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

(1) The policies described herein must be endorsed (i) to include the United States of America (USA), the New York State Department of Environmental Conservation (NYSDEC),the County of Suffolk (CosS), the Town of Brookhaven (ToB), and the Town of Southhampton (ToS) 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.

(5) 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, NYSDEC, Cos, ToB, and ToS prior to entry of 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 g. Maritime Protection and Indemnity Insurance and Chartered Legal, item (2), in all subcontracts hereunder.

SECTION 01 30 00 Page 2

1.6 COMMERCIAL GENERAL LIABILITY INSURANCE (OPTION)

(1) The policies described herein must be endorsed (i) to include the New York York Department of Environmental Conservation (NYSDEC) as additional insured and (ii) to provide that notice of an occurrence to the insurance company from insured must serve as notice from all insured.

(2) Commercial General Liability Insurance in limits of not less than Five Million Dollars ($5,000,000) combined single limit per occurrence for bodily injury, death, personal injury and property damage, including but not limited to, coverage for Broad Form Property Damage. Such coverage must not contain environmental exclusion clause and there must be no exclusions for property damage arising out of explosion, collapse or underground property damage hazards and no exclusion for waterfront activities.

1.7 ADDITIONAL INSURANCE PROCURED BY CONTRACTOR

The Contractor agrees to procure and maintain for the duration of this Contract insurance of the kinds and amounts hereinafter provided by insurance companies licensed to do business in the State of New York, covering all operations under this Contract.

1.7.1 Insurance Provision

The Contractor must furnish a certificate or certificates with the appropriate endorsements showing that it has complied with this Section.

The insurance documentation must provide that:

a. Liability and protective liability insurance policies must provide primary and non-contributory coverage to the USA, DEC, CoS, ToB, and ToS for any claims arising from the Contractor's Work under this Contract, or as a result of the Contractor's activities. Insurance policies will not be accepted that:

(1) Remove or restrict blanket contractual liability located in the "insured contract" definition (as stated in Section V, Number 9, Item f in the ISO CGL policy) so as to limit coverage against claims that arise out of work; or

(2) Remove or modify the "insured contract" exception to the employers liability exclusion; or

(3) Do not cover the additional insured for claims involving injury to employees of the named insured or subcontractors.

The Contractor must provide fully-completed ACORD 855 New York Construction Certificate of Liability Insurance Addendum along with specified General Liability certificate and accompanying endorsements.

b. The following entities must be listed as Certificate Holder on all liability insurance certificate(s), as additional insureds on endorsement(s) and on additional supporting documentation:

(1) The United States of America its officers, agents, and employees.

(2) State of New York, NYS Department of Environmental Conservation, SECTION 01 30 00 Page 3 its officers, agents, and employees, Division of Water, Coastal Erosion Management Section, 625 Broadway, Albany, NY 12233-3504

(3) The County of Suffolk, its officers, agents, and employees, Parks Department, H. Lee Dennison Bldg, 100 Veterans Memorial Hwy, P.O.

Box 6100, Hauppauge, NY 11788

(4) The Town Of Brookhaven, its officers, agents, and employees, Parks and Recreation Department, 1 Independence Hall, Farmingville, NY, 11738

(5) The Town of Southhampton, its officers, agents, and employees, Parks and Recreation Department, 116 Hampton Road, Southhampton, NY 11968

c. The policies must include a waiver of subrogation endorsement in favor of the USA, the NYSDEC, the ToB, and the ToOB as additional insured.

The endorsement must be on ISO Form number CG 24 04 or a similar form with same modification to the policy.

d. Policies cannot be changed or canceled until thirty (30) days prior written notice has been given to the NYSDEC, the CoS, the ToB, and the ToS; as evidenced by an endorsement or declarations page.

e. Insurance documentation must disclose any deductible, self-insured retention, aggregate limit or any exclusion to the policy that materially changes the coverage required by the Contract.

f. Endorsements in writing must be added to and made part of the insurance contract for the purpose of changing the original terms to reflect the revisions and additions as described. A copy of these endorsements must be provided to the NYS Department of Environmental Conservation.

g. Applicable insurance policy number(s) referenced on the ACORD form must be referenced in the supporting documentation supplied by the insurance company (e.g. endorsement page, declarations page, etc.).

h. When coverage is provided by a non-admitted carrier, a copy of the declarations page along with the ELANY stamped certification wording affixed to the certificate of insurance must be provided to ensure that the excess line insurance has met all of the requirements for a valid excess line transaction in accordance with Article 21 of the New York State Insurance Law.

i. Worker's Compensation and Disability Benefits certificates must name the following as entity requesting proof of coverage:

(1) the United States of America its officers, agents, and employees

(2) State of New York, NYS Department of Environmental Conservation, its officers, agents, and employees, Division of Water, Coastal Erosion Management Section, 625 Broadway, Albany, NY 12233-3504

(3) The County of Suffolk, its officers, agents, and employees, Parks Department, H. Lee Dennison Bldg, 100 Veterans Memorial Hwy, P.O.

Box 6100, Hauppauge, NY 11788

(4) The Town Of Brookhaven, its officers, agents, and employees, Parks

SECTION 01 30 00 Page 4 and Recreation Department, 1 Independence Hall, Farmingville, NY 11738

(5) The Town of Southampton, its officers, agents, and employees, Parks and Recreation Department, 116 Hampton Road, Southampton, NY 11968

j. Should the Contractor engage a subcontractor, the Contractor must endeavor to impose the insurance requirements of this document on the subcontractor, as applicable. The Contractor must determine the required insurance types and limits, commensurate with the work of the subcontractor and maintain the certificate or certificates and endorsements for all subcontractors hired as part of the Contractor's records.

1.7.2 Types and Amounts of Insurance

The following types and amounts of insurance are required for this Contract:

a. Workers' Compensation:

For work to be performed in New York State, the Contractor must provide and maintain full New York State coverage during the life of this Contract for the benefit of such employees as are required to be covered by the New York State Workers' Compensation Law.

Evidence of Workers' Compensation and Employers Liability coverage must be provided on one of the following forms specified by the Chairman of the New York State Workers' Compensation Board:

FORM # FORM TITLE

C-105.2 Certificate of Workers' Compensation Insurance (September 2007, or most current version)

U-26.3 State Insurance Fund Version of the C-105.2 form

SI-12/

GSI-105.2

Certificate of Workers' Compensation Self-Insurance

CE-200 Certificate of Attestation of Exemption (when Contractor meets the requirements.)

All forms are valid for one year from the date the form is signed/stamped, or until policy expiration, whichever is earlier.

Please note that ACORD forms are NOT acceptable proof of New York State Workers' Compensation Insurance coverage.

Additional information can be obtained at the Workers' Compensation website: http://www.wcb.ny.gov/content/main/Employers/Employers.jsp

b. Disability Benefits

For work to be performed in New York State, the Contractor must provide and maintain coverage during the life of this Contract for the benefit of such employees as are required to be covered by the New

SECTION 01 30 00 Page 5

York State Disability Benefits Law.

Evidence of Disability Benefits coverage must be provided on one of the following forms specified by the Chairman of the New York State Workers' Compensation Board:

FORM # FORM TITLE

DB-120.1 Certificate of Insurance Coverage under the New York State Disability Benefits Law

DB-155 Certificate of Disability Self-Insurance

CE-200 Certificate of Attestation of Exemption (when Contractor meets the requirements.)

All forms are valid for one year from the date the form is signed/stamped, or until policy expiration, whichever is earlier.

Please note that ACORD forms are NOT acceptable proof of New York State Disability Benefits Insurance coverage.

Additional information can be obtained at the Workers' Compensation website: http://www.wcb.ny.gov/content/main/Employers/Employers.jsp

c. Commercial General Liability Insurance (Option):

Contractor must provide and maintain Commercial General Liability Insurance (CGL) covering the liability of the Contractor for bodily injury, property damage occurring on the Premises, the improvements thereon, or the streets, curbs or sidewalks adjoining the Premises, and personal/advertising injury arising from all work and operations under this Contract. with such limits as may be required by the NPS, but in any event not less than One Million Dollars ($1,000,000) per incident and Three Million Dollars ($3,000,000) in the aggregate for the Premises. The limits under such policy cannot be less than the following:

(1) Each Occurrence limit - $5,000,000

(2) General Aggregate - $8,000,000

(3) Products/Completed Operations - $5,000,000

(4) Personal & Advertising Injury - $1,000,000

(5) Damage to Rented Premises - $50,000

(6) Medical Expense - $5,000

Coverage must include, but not be limited to, the following:

(1) Premises liability;

(2) Independent Contractors;

(3) Blanket contractual liability, including tort liability of another assumed in a contract;

SECTION 01…