3 - SHC22 Full Technical Specs_20220629.pdf

New York District THIS IS AN UNRESTRICTED PROCUREMENT AISC CODE 237990

SAFETY PAYS

MAINTENANCE DREDGING

NEW YORK HARBOR,

SANDY HOOK CHANNEL, NEW JERSEY

FEDERAL NAVIGATION PROJECT

Solicitation &

Specifications

IFB No. W912DS-22-B-0013

Maintenance Dredging of New York Harbor, Sandy Hook Channel, NJ SHC22

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 01 COVER SHEET

00 00 02 CHECK LIST FOR BIDDERS

00 01 15 LIST OF DRAWINGS

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATION AND CERTIFICATION

00 72 00 CONTRACT CLAUSES

00 90 00 WAGE RATES

00 90 01 LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

00 90 02 WATER QUALITY CERTIFICATES AND NPS SPECIAL USE PERMIT

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 22 00.00 10 MEASUREMENT AND PAYMENT

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 20 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTAL

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 23.10 18 SBOBA DREDGED MATERIAL TRANSPORT AND PLACEMENT MONITORING

35 20 29 UPLAND DREDGED MATERIAL TRANSPORT AND PLACEMENT MONITORING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 00 01

COVER SHEET

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 00 01 Page 1

SECTION 00 00 01

COVER SHEET

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

MAI NTENANCE DREDGI NG

NEW YORK HARBOR

SANDY HOOK CHANNEL, NEW JERSEY

FEDERAL NAVI GATI ON PROJECT

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-22-B-0013.

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

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 16).

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. NOTE THE CERTIFICATION OF NONSEGREGATED FACILITIES IN THIS

SOLICITATION. Bidders, Offerors, and applicants are cautioned to note the "Certification of Nonsegregated Facilities" in the solicitation.

Failure of bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitation involving awards of contracts exceeding $10,000, which are not exempt from the provisions of Equal Opportunity Clause. (1984 APR)

6. REPRESENTATIONS AND CERTIFICATIONS- SECTION 00 45 00

Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

7. THIS PROJECT IS NOT A SMALL BUSINESS SET-ASIDE.

DOCUMENT 00 00 01 Page 2

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section --

DOCUMENT 00 00 01 Page 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 00 02

CHECK LIST FOR BIDDERS

PART 1 GENERAL

DOCUMENT 00 00 02 Page 1

SECTION 00 00 02

CHECK LIST FOR BIDDERS

PART 1 GENERAL

ATTACHED IS IFB FOR

MAINTENANCE DREDGING

NEW YORK HARBOR

SANDY HOOK CHANNEL, NEW JERSEY

FEDERAL NAVIGATION PROJECT

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION MUST BE

FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR BID INELIGIBLE FOR AWARD.

IMPORTANT ITEMS FOR YOU TO CHECK ARE

INCLUDED IN BUT NOT LIMITED TO THOSE LISTED BELOW. THIS

INFORMATION IS FURNISHED ONLY TO ASSIST YOU IN SUBMITTING A

PROPER BID.

__ HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

__ HAVE YOU COMPLETED THE "REPRESENTATIONS AND CERTIFICATIONS" (SECTION 00

45 00) PORTION OF THE SOLICITATION?

__ IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

__ IS YOUR BID PROPERLY SIGNED?

__ A BID BOND IS REQUIRED. HAS YOUR SURETY PROVIDED YOU WITH A BID BOND ON

STANDARD FORM 24 OR A SIMILAR FORM CONTAINING THE SAME LANGUAGE AS A

STANDARD FORM 24?

__ IS YOUR BID GUARANTEE IN THE PROPER AMOUNT?

__ IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND SURETY AND

ARE ALL REQUIRED SEALS AFFIXED?

__ IS THE NAME IN WHICH YOU SUBMITTED THE BID THE SAME ON YOUR BID AS ON

THE BID BOND?

__ IS YOUR BID BOND INCLUDED WITH YOUR BID? (A LATE BID GUARANTEE IS

TREATED THE SAME AS A LATE BID)

__ HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR BID BY ALTERING THE

PROVISIONS OF THE SOLICITATION?

__ WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH BID ITEM? (THE

SOLICITATION SPECIFICALLY STATES WHEN THIS IS NECESSARY.)

__ ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR FIGURES

LEGIBLE?

__ IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE THEY INITIALED

BY THE PERSON SIGNING THE BID?

DOCUMENT 00 00 02 Page 2

__ DOES THE ENVELOPE CONTAINING YOUR BID PROPERLY IDENTIFY THAT IT IS A

SEALED BID AND DOES IT CONTAIN THE CORRECT SOLICITATION NUMBER AND BID

OPENING TIME?

__ WILL YOUR BID ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED "LATE SUBMISSIONS,

MODIFICATIONS, AND WITHDRAWALS OF BIDS" IN THE INSTRUCTIONS, CONDITIONS,

AND NOTICES TO BIDDERS, SECTION 00 21 16 OF THE SOLICITATION.)

BIDDER IS RESPOSIBLE TO ENSURE BID IS SUBMITTED ON TIME.

DOCUMENT 00 00 02 Page 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS, MAPS, & SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS, MAPS, & SPECIFICATIONS

Contract drawings are as follows:

a. The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

b. The Contractor shall:

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer or Contracting Officer's Representative of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

c. In general:

(1) Large-scale drawings shall in general govern over small-scale drawings. Information and data provided in contract specifications shall govern over similar information and data specified in contract drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

d. Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

e. The work shall conform to the following contract drawings and maps, all of which form a part of these specifications and are

DOCUMENT 00 01 15 Page 2 available in the office of the District Engineer, U.S. Army Corps of Engineers, New York District, 26 Federal Plaza, New York, N.Y.

10278-0090:

FY 2022

Maintenance Dredging of New York Harbor, Sandy Hook Channel, New Jersey Federal Navigation Project

SHEET NO. TITLE

1 Index Sheet

2 Location Map and Detail Sheet

3 NOAA Map of Placement Area, Dredging Area & Cultural Resources

4 Dredging Limits

5 Dredging Limits

6 SBOBA Placement Site P&S Survey

f. The Contractor shall check all drawings furnished to him immediately upon their receipt and shall promptly notify the Contracting Officer or Contracting Officer's Representative of any discrepancies. Figures marked on drawings shall in general be followed in preference to scale measurements unless dimensions are specified.

Large-scale drawings shall in general govern over small-scale drawings. Information and data provided in contract specifications shall govern over similar information and data specified in contract drawings. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have thereby been avoided (DOD FAR Suppl.

52.236-7002).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 01 15 Page 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 10 00

SF 1442 AND BIDDING SCHEDULE

PART 1 GENERAL

1.1 SF 1442 SOLICITATION, OFFER, AND AWARD

1.2 BID SCHEDULE

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 10 00 Page 1

SECTION 00 10 00

SF 1442 AND BIDDING SCHEDULE

PART 1 GENERAL

1.1 SF 1442 SOLICITATION, OFFER, AND AWARD

To be provided by Contracting Division.

1.2 BID SCHEDULE

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 10 00 Page 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

PART 1 GENERAL

DOCUMENT 00 21 16 Page 1

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

PART 1 GENERAL

To be provided by Contracting

DOCUMENT 00 21 16 Page 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 45 00

REPRESENTATION AND CERTIFICATION

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 45 00 Page 1

SECTION 00 45 00

REPRESENTATION AND CERTIFICATION

PART 1 GENERAL

TO BE PROVIDED BY CONTRACTING DIVISION

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 45 00 Page 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 72 00

CONTRACT CLAUSES

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 72 00 Page 1

SECTION 00 72 00

CONTRACT CLAUSES

PART 1 GENERAL

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 72 00 Page 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 90 00

WAGE RATES

PART 1 GENERAL

1.1 NOTE

PART 2 PRODUCTS

PART 3 EXECUTION

DOCUMENT 00 90 00 Page 1

SECTION 00 90 00

WAGE RATES

PART 1 GENERAL

1.1 NOTE

Wage rates provided by Contracting Division.

A copy of the wage rate shall be displayed at a highly visible location on the dredge at all times for the duration of the project.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

DOCUMENT 00 90 00 Page 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 90 01

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ATTACHMENTS

3.1.1 Attachment A New York Harbor, Sandy Hook Channel Reference Map

3.1.2 Attachment B Sample Daily Construction Quality Control Report

3.1.3 Attachment C Project Sign and Safety Sign

3.1.4 Attachment D Title 33 Oil and Hazardous Material Operations

3.1.5 Attachment E Guideline for Preparing the Accident Prevention

Plan

3.1.6 Attachment F Daily Reports for Dredging

3.1.7 Attachment G USACE Transportation and Placement Log

3.1.8 Attachment H Daily Site Safety and Health Inspection Log

3.1.9 Attachment I Daily Whale, Turtle and Sturgeon Report Logs

3.1.10 Attachment J New York Harbor Sandy Hook Federal Navigation

Channel 2017 Grain Size Analysis - See attachments to this solicitation on beta.SAM.GOV for complete Sampling and Testing Results Package

3.1.11 Attachment K EXAMPLE Submittal Register

3.1.12 Attachment L XYZ Data of 2022 Plans & Specifications Survey -

See attachments to this solicitation on beta.SAM.GOV for complete set of XYZ Data. The updated survey and XYZ data will be provided prior to bid opening.

3.1.13 Attachment M Transcontinental Gas Pipe Line Company (Transco)

- Lower New York Bay Lateral Documentation

DOCUMENT 00 90 01 Page 1

SECTION 00 90 01

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

PART 1 GENERAL

1.1 SUBMITTALS

Not Used

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 ATTACHMENTS

The following attachments have been provided for reference to the bidder for use in performing the contract requirements.

3.1.1 Attachment A New York Harbor, Sandy Hook Channel Reference Map

3.1.2 Attachment B Sample Daily Construction Quality Control Report

3.1.3 Attachment C Project Sign and Safety Sign

3.1.4 Attachment D Title 33 Oil and Hazardous Material Operations

3.1.5 Attachment E Guideline for Preparing the Accident Prevention Plan

3.1.6 Attachment F Daily Reports for Dredging

3.1.7 Attachment G USACE Transportation and Placement Log

3.1.8 Attachment H Daily Site Safety and Health Inspection Log

3.1.9 Attachment I Daily Whale, Turtle and Sturgeon Report Logs

3.1.10 Attachment J New York Harbor Sandy Hook Federal Navigation Channel 2017 Grain Size Analysis - See attachments to this solicitation on beta.SAM.GOV for complete Sampling and Testing Results Package

3.1.11 Attachment K EXAMPLE Submittal Register

3.1.12 Attachment L XYZ Data of 2022 Plans & Specifications Survey - See attachments to this solicitation on beta.SAM.GOV for complete set of XYZ Data. The updated survey and XYZ data will be provided prior to bid opening.

3.1.13 Attachment M Transcontinental Gas Pipe Line Company (Transco) - Lower New York Bay Lateral Documentation

Related documentation from the installation of the Transco Gas Pipe Line - Lower New York Bay Lateral are made available to bidders as attachments to this solicitation [for information only]:

DOCUMENT 00 90 01 Page 2

a. Map of Transcontinental Gas Pipe Line Company - Lower New York Bay Lateral

b. Department of the Army Permit No. 7447 (1967-06280)

DOCUMENT 00 90 01 Page 3

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 90 02

WATER QUALITY CERTIFICATES AND NPS SPECIAL USE PERMIT

PART 1 GENERAL

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

3.1.1 WATER QUALITY CERTIFICATE(S)

3.1.2 NATIONAL PARK SERVICE SPECIAL USE PERMIT

DOCUMENT 00 90 02 Page 1

SECTION 00 90 02

WATER QUALITY CERTIFICATES AND NPS SPECIAL USE PERMIT

PART 1 GENERAL

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

The following attachments have been provided for reference to the bidder for use in performing the contract requirements.

3.1.1 WATER QUALITY CERTIFICATE(S)

The New Jersey Department of Environmental Protection (NJDEP) Water Quality Certificate for the maintenance dredging cycle of the New York Harbor, Sandy Hook Channel, NJ Federal Navigation Project is enclosed.

The contractor must comply with all conditions of the NJDEP Water Quality Certificate(s).

A copy of NJDEP Water Quality Certificate shall be displayed at a highly visible location on the dredge at all times for the duration of the project.

3.1.2 NATIONAL PARK SERVICE SPECIAL USE PERMIT

The National Park Service Special Use Permit for the previous maintenance dredging cycle of Sandy Hook Channel is enclosed. A National Park Service Special Use Permit for this dredging cycle will be provided to the contractor prior to construction.

The contractor must comply with all conditions of the National Park Service Special Use Permit.

DOCUMENT 00 90 02 Page 2

9/21/2021

Self Insuredx

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

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

1.2 WORK COVERED BY THE CONTRACT DOCUMENTS

1.2.1 Project Description

1.3 PERFORMANCE OF WORK BY THE CONTRACTOR

1.4 FARS 36.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

1.5 DATUM AND BENCH MARKS

1.6 MISPLACED MATERIAL

1.7 AUTHORIZED CONSTRUCTION AREA AND TRESPASSING

1.8 EXISTING WORK

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

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

a. The Contractor shall 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, not later than 26 cal endar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include mobilization, de-mobilization and final cleanup of the project area.(FAR 52.212-3)

b. All work shall 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 or Contracting Officer Representative (COR)and subject, in every detail, to his supervision, direction, and instructions.

1.2 WORK COVERED BY THE CONTRACT DOCUMENTS

1.2.1 Project Description

The work to be performed under this project consists of providing all materials, plant, labor, equipment and services (except those furnished by the Government) to perform maintenance dredging of an area within the New York Harbor, Sandy Hook Channel , with at a contractor furnished, state permitted, Government approved upland placement site(s) or placement of the material at the South Sea Bright Offshore Borrow Area (SBOBA).

Dredged material placement at SBOBA shall only be placed within the approximately 93-acre placement area in SBOBA with coordinates as identified on the contract plans. The contractor will be solely responsible for coordination and compliance with the transportation, offloading, and placement site(s) requirements. See SECTION 35 20 23.10 18 and SECTION 35 20 29 for more information about dredged material transport, placement and monitoring.

The Maintenance for this project consist of dredging approximately 96,120 CY of material based on a survey done on 24, 25, 31 May 2022. For more detail, see "ESTIMATED QUANTITIES" in Section 01 30 00 "ADMINISTRATIVE REQUIREMENTS" of these Specifications. The dredge material has been determined to be composed sand and gravel.

A summary of the Basic Work and Options are shown on the table below:

TOTAL

ESTIMATED

QUANTITY (CY)

CONTRACT TIME FOR

COMPLETION

(Calendar Days)

SECTION 01 11 00 Page 2

BASIC WORK - Dredging, Transportation and Placement of Dredged Material to a contractor-furnished, state approved, upland placement site(s)(-35 feet MLLW + 2 feet overdepth)

96,120 26

OPTION 1 - Dredging, Transportation, offloading,and Placement of Material from Basic Work Dredging Area

(CLIN 0002) at SBOBA.

This Line Item represents the price difference

(positive or negative) between the Basic Work and Option 1.

96,120 26

Contract time for completion is based on a minimum average production rate of 8, 000 cubi c yar ds ( CY) per day for dredging, transportation and placement at a contractor furnished, state permitted, Government approved upland placement site(s). Should the total quantity of material exceed the estimated quantities within the Solicitation Contract Form, additional time will be allowed at the rate of one (1) calendar day for each 8,000 cubic yards in excess of the established limit. The time stated for completion shall include final clean up.

The contractor must bid on all items of the bid schedule. The following CLINs require dredging of the NY Harbor, Sandy Hook Channel, NJ Federal Navigation Project:

CLI N 0002 BASI C WORK - requires dredging to the plane of -35 feet Mean Lower Low Water (MLLW) plus 2 feet allowable overdepth, with subsequent transportation, and placement of the dredged material at a contractor furnished, state permitted, Government approved upland site(s).

CLI N 0004 OPTI ON 1 - requires dredging to the plane of -35 feet Mean Lower Low Water (MLLW) plus 2 feet allowable overdepth, with subsequent transportation, and placement of the dredged material at SBOBA.

Opt i on 1 represents the difference in price per CY (positive or negative) between the Basic Work with placement of the dredge material at a contractor-furnished, state approved, upland placement site(s) (CLIN 0002) and at the SBOBA as noted in Option 1 (CLIN 0004). For example, if placement at SBOBA would be lower cost than placement at an upland site, then the price per CY for Option 1 would be negative to reflect the reduced cost. If placement at SBOBA is higher cost than placement at an upland site, then the price per CY for Option 1 would be positive to reflect the increased cost of Option 1. If there is no difference in prices between upland and SBOBA placement, then the price per CY for Option 1 would be zero.

Exercise of the option is at the discretion of the Government and may be exercised at the time of award, if it is exercised at all. The minimum average production rate for the option remains the same at 8, 000 cubi c yar ds ( CY) per day for dredging, transportation, and placement at SBOBA.

Should Option 1 be exercised, only dredging with placement at SBOBA will be required.

Should no Option be awarded, only dredging with placement at a contractor-furnished, state approved, upland placement site(s) will be required (Basic Work).

SECTION 01 11 00 Page 3

Scow monitoring is required for this project. The contractor is required to comply with SECTION 35 20 29 entitled "DREDGED MATERIAL TRANSPORT AND PLACEMENT MONITORING", of these specifications if only BASIC WORK is awarded. If the Option is exercised, the contractor is required to comply with SECTION 35 20 23.10 18 entitled "SBOBA DREDGED MATERIAL TRANSPORT AND PLACEMENT MONITORING", of these specifications.

Grain size sampling was conducted by the Government in 2017, and the grain size test results are included in the specifications in Section 00 90 01 as Attachment J . The complete grain size analysis report can be found as attachments to this solicitation on beta.SAM.Gov. Using the 2017 results, the Apparent Low Bidder shall coordinate with the State(s) to obtain necessary transportation, offloading, and disposal permits/requirements of the site(s) identified by the Apparent Low Bidder.

The New Jersey Department of Environmental Protection (NJDEP) Water Quality Certificate (WQC) for the maintenance dredging cycle of the New York Harbor, Sandy Hook Channel, NJ Federal Navigation Project is included in Section 00 90 02 . The contractor must comply with all conditions of the NJDEP WQC. A copy of NJDEP WQC shall be displayed on the dredge at all times for the duration of the project.

U.S. Fish and Wildlife Service (USFWS) issued a Biological Opinion on October 2017 entitled "Biological Opinion on The Effects of Recurrent Maintenance Dredging of The Sandy Hook Channel, Monmouth County, New Jersey on Four Federally Listed Species" (FBO)

1. The issued Biological Opinion contains dredge window restrictions for the the Sandy Hook Federal Navigation Channel. No dredging of beach or any subtidal area within 300 feet of the MLLW lines shall be performed from 1 March to 31 August of each year to protect Piping Plovers.

2. No installation or removal of security fencing, pipeline, or any other temporary structures on the beach shall be performed from 1 March to 31 August of each year to protect Piping Plovers.

3. Should dredging occur between September 1 and November 30 , the Corps will arrange for a survey of all beach within the impact area for the presence of seabeach amaranth plants no more than 14 days before the start of each dredging action. The Corps will mark any plants occurring inside the impact area, but outside of the sand removal area, with string-and-post fencing and appropriate signage.

Project personnel and vehicles shall not disturb seabeach amaranth plants within the fencing.

National Oceanic and Atmospheric Administration (NOAA) issued a no-dredge window for the most western shoal from 15 November to 31 December to protect winter flounder and blue crabs.

Security: The Contractor shall provide unarmed Site Control Services, including a 4x4 vehicle to secure the beach access points at Parking Lots M and J located in Sandy Hook, for 24 hours per day, 7 days per week.

Site Control Service personnel cannot be the SSHO and cannot have other duties. Ensuring that the beach remains closed off to the public in the location of the dredging work will be their sole responsibility and they will conform with the requirements of the National Park Service. The Site Control Service Personnel shall maintain adequate communication with

SECTION 01 11 00 Page 4

National Park Service Officers and Dispatch as necessary. The Contractor and the Site Control Service Personnel shall review the requirements set forth in the National Park Service (NPS) Special Use Permit and ensure all conditions of Special Use Permit shall be followed. The NPS Special Use Permit for the previous maintenance dredging cycle of Sandy Hook Channel can be found in Section 00 09 02. An NPS Special Use Permit for this dredging cycle will be provided to the contractor prior to construction, The contractor shall erect a fence around the work area that is along the shoreline in order to keep the public from accessing the work area in coordination with the National Parks Service request. See Section 00 09 02 for National Park Service Special Use Permit requirements.

Three (3) large signs shall be placed at the fence line at each end of the fence closure and additional signs shall be posted at the beach access points at Parking Lots M and J in Sandy Hook National Recreational Area.

These signs shall be 3'x 3' and include wording indicating; Beach Closed, Dredging Project, and Beach Collapse Hazard. The signs shall contain a warning drawing identifying the hazards of the sandy beach collapse into deep water adjacent to dredging operations. Other signs shall be posted along the fence line in accordance with Section 01 50 00 Temporary Construction Facilities And Controls - Paragraph 2.2.4.

Site Control Services, signs and fencing shall remain active on site until scarping and overall disturbance of the beach at the dredging area has stabilized and general safety of the area at the dredging location is held to be acceptable. Prior to the expiration of the National Park Service Special Use Permit or at the direction of the USACE and National Park Service, all signs, fencing, and appurtenances shall be removed from the Project Area.

Due to the inability for a hopper dredge to safely complete the work during a previous dredging cycle, it is recommended that a hopper dredge not be used to complete the anticipated work.

The work is anticipated to be performed within the approximate time period of September 2022 through February 2023.

1.3 PERFORMANCE OF WORK BY THE CONTRACTOR

The Contractor shall perform on the site, and with its own organization and equipment, work equivalent to at least forty (40) percent of the total amount of work to be performed under the contract. This percentage may be reduced by a supplemental agreement to this contract if, during performance of the work, the Contractor requests a reduction and the Contracting Officer and/or his Representative determines that the reduction would be to the advantage of the Government. (FAR 52.236-01)

1.4 FARS 36.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

The entire work (Mob/Demob, Basic Work and Options) is estimated to cost approximately $1,000,000.00 to $5,000,000.00.

1.5 DATUM AND BENCH MARKS

Soundings and Elevations shown in the contract drawings are in US Survey Feet and refer to Mean Lower Low Water (MLLW) [EPOCH 1983-2001]. The Plane of MEAN LOWER LOW WATER (MLLW) is 2.8 FEET BELOW NAVD88 AS DETERMINED USING VDATUM (VER. 4.3). The following Benchmark information

SECTION 01 11 00 Page 5 should be referenced for defining local datum and required project depth.

New York Harbor, Sandy Hook Channel, NJ

LOCAL CONTROL DATA

BENCHMARK: SIMPSON 2 RM3 (KV0707)

ELEVATION: 6.85' NAVD 1988

NSRS BENCHMARK

BENCHMARK: SIMPSON 2 (KV0709)

ELEVATION: 6.92' NAVD 1988

All control needs to be verified by the contractor.

The contractor may contact the New York District Survey Section at (201) 333-0284 for assistance in establishing the location of the benchmarks and/or the tide gage locations.

1.6 MISPLACED MATERIAL

Should the Contractor during the progress of the work, lose, dump, throw overboard, sink, or misplace any material, plant, machinery, or appliance, which in the opinion of the Contracting Officer and/or his Representative may be dangerous to or obstruct navigation, the Contractor shall recover and remove the same with the utmost dispatch. The Contractor shall give immediate notice, with description and location of such obstructions, to the Contracting Officer and/or his Representative or inspector, and when required shall mark or buoy such obstruction until the same are removed.

Should he refuse, neglect, or delay compliance with the above requirements, such obstructions may be removed by the Contracting Officer and/or his Representative, and the cost of such removal may be deducted from any money due or to become 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 shall be limited to that provided in Sections 15, 19, and 20 of the Rivers and Harbors Act of March 3, 1899 (33 USC. 410 et seq.) (DOD FARS SUPPL. 52.236-7006).

1.7 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 shall be provided to the Contracting Officer. The Contractor must hold and save the Government, its officers, and agents free from liability arising from trespassing or damage occasioned by his operations.

1.8 EXISTING WORK

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

SECTION 01 11 00 Page 6

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.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 CONTRACT MODIFICATIONS

1.4 PAYMENTS TO THE CONTRACTOR

1.4.1 Obligation of Government Payments

1.5 SHOALING

1.6 CONTINUITY OF WORK

PART 2 PRODUCTS

2.1 QUANTITY SURVEYS

PART 3 EXECUTION

SECTION 01 20 00.00 20 Page 1

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

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)

EP-1110-1-8 (2014) CONSTRUCTION EQUIPMENT OWNERSHIP

AND OPERATING EXPENSE SCHEDULE

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 shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals; G

1.3 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates shall be based upon the applicable provisions of the EP-1110-1-8.

1.4 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.4.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and/or suspensions permitted under the FAR and agency regulations including the following in accordance with "FAR 32.503-6:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

SECTION 01 20 00.00 20 Page 2

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "FAC 5252.236-9310, Record Drawings.

1.5 SHOALING

If, before the contract is completed, shoaling occurs in the finished channel because of the natural lowering of the side slopes, re-dredging at the contract price, within the limit of available funds, may be done if agreeable to both the Contractor and the Contracting Officer and/or his Representative.

1.6 CONTINUITY OF WORK

No payment will be made for work done in any area designated by the Contracting Officer and/or his Representative until the full depth required under the contract is secured in the whole of such area, unless prevented by ledge rock; nor will payment be made for excavation in any area not adjacent to and in prolongation of areas where full depth has been secured except by decision of the Contracting Officer or Contracting Officer's Representative. Should any such nonadjacent area be excavated to full depth during the operations carried on under the contract, payment for all work therein may be deferred until the required depth has been made in the area intervening. The Contractor may be required to suspend dredging at any time when for any reason the gauges or ranges cannot be seen or properly followed.

PART 2 PRODUCTS

2.1 QUANTITY SURVEYS

a. Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

b. The Government shall conduct the before-dredge and after-dredge surveys and make the computations based on them. The Contractor shall conduct the survey for any periods for which progress payments are requested and shall make the computations based on these surveys. These surveys conducted by the Contractor shall be conducted under the direction of a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance.

c. Promptly upon completing a survey, the Contractor shall 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 and/or his Representative, who shall use them as necessary to determine the amount of progress payments. Raw data, edited survey data with all supporting files and documentation, and all data generated during such work shall be furnished by the Contractor to the Contracting Officer and/or his Representative. The Contractor shall retain copies of all such material furnished to the Contracting Officer and/or his Representative. (FAR 52.236-16). The Government will not commence work on the after-dredge survey until the Contractor has furnished the originals of all field notes, all other records relating to the Contractor’s final survey or to the layout of the work, and all data generated during such work, to the Contracting Officer and/or his

SECTION 01 20 00.00 20 Page 3

Representative.

d. Contractor's participation in surveys: In accordance with agency policy guidance, the preferred methods of performance of all hydrographic quantity surveys shall be (in descending order):

(1) The Government will perform quantity surveys by using qualified in-house crews, if available.

(2) The Government will provide quantity surveys by contracting directly with qualified independent hydrographic survey contractors.

(3) The Government will permit, only in exceptional circumstances, the use of dredging contractor's surveys if the Contracting Officer and/or his Representative determine that such surveys are adequate and reasonable for payment purposes and a Government inspector, qualified in hydrographic surveying, is present during the collection of the survey data. Raw data, edited survey data with all supporting files and documentation, and all data generated during such work shall be furnished by the Contractor to the Contracting Officer and/or his Representative.

If it is determined by the Contracting Officer that it is impractical for Government personnel to perform the before-dredge and after-dredge surveys and the Government wishes the Contractor's surveys to be used, the following will be required from the Contractor:

(1) Acceptance of all monumentation and transponder locations.

(2) Witness by a Corps of Engineers representative of all calibration procedures such as vertical and horizontal control.

(3) Corps of Engineers observation of raw data collection.

(4) Submittal of both unedited as well as edited versions of survey maps.

(5) Subsequent acceptance of edited survey map after determination by Corps survey personnel that editing was conducted in accordance with U.S. Army Corps of Engineers specifications and guidelines.

(FAR 52.236-16 - ALTERNATE I, APR 1984)

e. The Contractor is obligated to participate in all stages of data collection during the performance of Before and After Dredge Surveys.

The Contractor will be required to fill out an attendance log during such participation. Any disagreements with the data collection process, and / or any data generated during such work shall be brought to the attention of the Contracting Officer or his representative within five

(5) business days of the data collection process. The Contracting Officer or his representative will then determine the necessary corrective measures, if any. Failure to notify the Contracting Officer or his representative within 5 business days of the data collection process, or failure to be present during the survey data collection disqualifies the Contractor from any such related claims.

f. Any survey related disagreement(s) as it pertains to this contract must be submitted in writing to the Contracting Officer or his representative within 5 business days of occurrence of such survey

SECTION 01 20 00.00 20 Page 4 related event. Failure to notify the Contracting Officer or his representative within 5 business days of such survey related event disqualifies the Contractor from any such related claims.

PART 3 EXECUTION

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SECTION 01 20 00.00 20 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 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-02 Shop Drawings

1.2 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, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute 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.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

Mobilization shall 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 shall 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 shall not be included in this item. For payment for Mobilization and Demobilization see contract clause Section 00 72 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

SECTION 01 22 00.00 10 Page 2 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 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 shall constitute 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.

1.3.1 Dredging

1.3.1.1 Payment

Payment will be made for costs associated with dredging of the project, which includes performing required dredging and other operations incidental thereto Contractor-furnished disposal area(s) and disposition of dredged material.

1.3.1.2 Measurement

The total amount of material removed and paid for under the contract will be measured by the cubic yard dredged. Measurement of the number of cubic yards dredged will be made by computing the volume between the bottom surface shown by soundings of the last survey made before dredging and the bottom surface shown by soundings of the survey made as soon as practicable after the entire work specified has been completed. The volume for measurement shall include the material within the limits of the overdepth, side slopes described in SECTION 35 20 23, Paragraph 1.5 Quantity of Material, 1.6 Overdepth Dredging, and 1.7 Side Slopes.

The soundings maps and/or drawings accurately represent the channel conditions existing as of May 2022 in NY Harbor, Sandy Hook Channel, New Jersey. The soundings shown on the contract drawings were taken with an electronic depth recorder and/or multi-beam surveying system with a transducer frequency of 200-400 KHz. New soundings will be taken generally two weeks prior to dredging. Soundings after dredging will be made by an electronic depth recorder with a transducer frequency of 200-400 KHz or may be made by using a multi-beam surveying system of the same frequency. After-dredging-surveys will be completed generally within five days of completion of the project. Determination of quantities to be paid in the area specified after having been made once, will not be reopened, except on evidence of collusion, fraud or obvious error.

SECTION 01 22 00.00 10 Page 3

Computations for payment purposes will generally be made by the Corps of Engineers utilizing the Triangulated Irregular Network (TIN) method.

Shoaling in the areas to be dredged on this project does not occur at a rapid rate from existing depths. However, the unit price for dredging based on the above method of computation of the quantity for which payment is to be made shall include the Contractor evaluation of shoaling, changes in the regime of the waterway, or changes caused by the Contractor's operations that may occur during the period between the survey before dredging and the survey for acceptance of work.

Scows and Hopper Dredges: Where scows and hopper dredges are used in performance of work and where the Contractor maintains load measuring devices on such scows or hopper dredges, copies of all recorded measurements made in connection with the work shall be furnished to the Contracting Officer and/or his/her representative. If as the work progresses the Contractor determines that a significant difference exists between the recorded bin or scow quantities and the survey quantities computed from the check surveys described above, he shall immediately notify the the Contracting Officer and/or his/her representative of any such discrepancies. Such notification shall include a description of the Contractor's methods of measuring scow or bin quantities, certification of measuring techniques, documentation of material sampling and methods used to convert bin or scow measurements to in-place density.

It is emphasized that bin or scow measurements shall not be used as basis for partial or final payments.

14-day partial payments will be based on approximate quantities determined by soundings or sweepings taken behind the dredge by the Contractor. The Contractor soundings are to be used for partial payments only and will not form a basis for the acceptance of the work.

The Contractor must inform the Government, in witting, within three calendar days of completing the work.

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for the removal of any material outside the required slope lines unless authorized.

When the Government perform surveys using multibeam, the data will be binned using the median soundings for contours and volumes. The maximum bin size will not exceed 3'x3'.

In the event that unforeseen obstructions or hard material is discovered, shoals in these areas will be assessed using the minimum sounding within the bin. This method will not be used for computation.

1.3.1.3 Unit of Measure

Unit of measure: cubic yard (CY) .

PART 2 PRODUCTS

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SECTION 01 22 00.00 10 Page 4

PART 3 EXECUTION

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SECTION 01 22 00.00 10 Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

1.2 SUBMITTALS

1.3 PRECONSTRUCTION CONFERENCE

1.4 CONTRACTOR IDENTIFIED UPLAND PLACEMENT SITE COMPLIANCE

1.4.1 Synopsis of Proposed Operation

1.4.2 NOT APPLICABLE

1.5 PROJECT MEETINGS

1.6 SUBMITTAL OF WORK TO BE PERFORMED BY THE CONTRACTOR

1.7 LIQUIDATED DAMAGES-CONSTRUCTION

1.8 PHYSICAL CONDITIONS

1.9 ESTIMATED QUANTITIES

1.10 VARIATION IN ESTIMATED QUANTITIES

1.11 FINAL EXAMINATION AND ACCEPTANCE

1.12 PERFORMANCE EVALUATION OF CONTRACTOR

1.13 CERF IMPLEMENTATION

1.14 THE SEAGOING BARGE ACT (46 USC 395 ET SEQ)

1.15 PRICING OF ADJUSTMENTS

1.16 BID GUARANTEE

1.17 EQUAL OPPORTUNITY PREAWARD CLEARANCE OF SUBCONTRACTORS

1.18 SPECIAL PROHIBITION ON EMPLOYMENT

1.19 SUPERINTENDENCE OF SUBCONTRACTS

1.20 PROCEDURES FOR SUBMISSION & CONTRACT PAYMENTS

1.21 SUBMISSION OF CLAIMS

1.22 OPERATOR QUALIFICATIONS FOR FLOATING CRANES & FLOATING DERRICKS

1.23 EQUIPMENT OWNERSHIP & OPERATING EXPENSE SCHEDULE

1.24 WAGE RATES

1.25 LABOR-ADDITIONAL REQUIREMENTS

1.26 NOTICE TO MARINERS

1.27 ENVIRONMENTAL LITIGATION

1.28 PATENTS

1.29 VERIFICATION OF SMALL BUSINESS UTILIZATION

1.30 CONTRACT INFORMATION RELEASE

1.31 ALTERATIONS IN CONTRACT

1.32 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUMMARY

The requirements of these section apply to, and are component part of, each section of the project specifications.

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 Pre-Construction…