SPECIFICATIONS_-_industry_Review.pdf

IFB No. W912PM-17-B-0005

SOUTH ATLANTIC DIVISION

REGIONAL HOPPER DREDGING

Brunswick Harbor, Georgia

Savannah Harbor, Georgia

Wilmington Harbor, North Carolina

Morehead City Harbor, North Carolina

DRAFT Industry Review Specifications

8 June 2017

SAD - REGIONAL HOPPER DREDGING DQC REVIEW & BCOES REVIEW

North Carolina & Georgia W912PM-17-B-0005

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

STANDARD FORM 1442

00 10 00 SOLICIATION, CONTRACT LINE ITEM NUMBER (CLIN)SCHEDULE

00 21 00 INSTRUCTIONS

00 21 13 INSTRUCTIONS TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 00 SUPPLEMENTARY CONDITIONS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.10 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

01 11 00 SUMMARY OF WORK

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 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING BRUNSWICK HARBOR/SAVANNAH HARBOR/ WILMINGTON

HARBOR/MOREHEAD CITY HARBOR

35 20 23.12 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

MONITORING PROFILE

35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

CLIN Description Quantity Unit Unit Price Extension

All Projects

0001 Base - Mobilization and Demobilization 1 Job

Performance and Payment Bonds for all Base

Items 1 Job

Option- Inter-project Transit Miles for unexpected moves for reasons to include environment concerns, navigational needs, funding purposes and more advantageous to the Government.

*Available entire contract duration. Amount is estimated and is only to be used for bid evaluation purposes. The VEQ clause does not apply to this line item. 235 Miles

Perfomance and Payment Bonds - Option for

CLIN 0003

1 Job

Brunswick Harbor

Base - Maintenance Dredging, St Simons

Range, Station -12+000B to -45+000B (Bin limits are required for placement in the

Brunswick ODMDS)

0005AA

Base - Maintenance Dredging, St Simons

Range, Station -12+000B to -45+000B (Bin limits are required for placement in the

Brunswick ODMDS)-First 500,000 cubic yards 500,000 Cubic Yard

0005AB

Base - Maintenance Dredging, St Simons

Range, Station -12+000B to -45+000B (Bin limits are required for placement in the

Brunswick ODMDS)-All over 500,000 cubic yards 1,189,383 Cubic Yard

0005AC

Base - Maintenance Dredging, St Simmons

Range, Station -12+000B to -45+000B (Bin limits are required for placement in the

Brunswick ODMDS)-All over 1,689,383 cubic yards 278,787 Cubic Yard

0006 Option - Stand By Time Brunswick 1 Day

Performance and Payment Bonds - Option for

CLIN 0006 1 Job

Option - Trawling Requirements (non-capture) Brunswick

0008AA

Option - Trawling Requirements (non-capture) Brunswick-First 5 days 5 Days

0008AB

Option - Trawling Requirements (non-capture) Brunswick-All over 5 days 66 Days

Performance and Payment Bonds - Option for

CLIN 0008AA and 0008AB 1 Job

Savannah Harbor

Base - Maintenance Dredging, Tybee Knoll

Cut Range, Jones Island/Bloody Point

Range,Station 0+000 to -25+000B (Bin limits are required for placement in the Savannah

ODMDS)

0010AA Base - First 100,000 cubic yards 100,000 Cubic Yard

0010AB Base - All over 100,000 cubic yards 100,000 Cubic Yard

Base - Maintenance Dredging, Bloody Point

Range, Tybee Range,Station -33+000B to -

49+500B (Bin limits are required for placement in the Savannah ODMDS)

0011AA Base - First 150,000 cubic yards 150,000 Cubic Yard

0011AB Base - All over 150,000 cubic yards 106,000 Cubic Yard

0012 Option - Stand By Time Savannah 1 Day

Performance and Payment Bonds - Option for

CLIN 0012 1 Job

Option - Trawling Requirements (non-capture) Savannah

0014AA

Option - Trawling Requirements (non-capture) Savannah, First 5 days 5 Days

0014AB

Option - Trawling Requirements (non-capture) Savannah, All over 5 days 15 Days

Performance and Payment Bonds - Option for

CLIN 0014AA and 0014AB 1 Job

Bid Schedule for USACE South Atlantic Division Regional Hopper Dredging Contract

Wilmington Harbor

Base - Maintenance Dredging, Wilmington

Harbor, Baldhead Shoal Channel Reach 3, Station 88+42.13 to 230+00

0016AA Base - First 700,000 cubic yards 700,000 Cubic Yard

0016AB Base - All over 700,000 cubic yards 200,000 Cubic Yard

Base - Maintenance Dredging, Wilmington

Harbor, Southport Channel, Station 0+00 to

53+62.85

0017AA Base - First 7,000 cubic yards 7,000 Cubic Yard

0017AB Base - All over 7,000 cubic yards 3,000 Cubic Yard

Base - Maintenance Dredging, Wilmington

Harbor, Battery Island Channel, Station 0+00 to 25+89.05

0018AA Base - First 5,000 cubic yards 5,000 Cubic Yard

0018AB Base - All over 5,000 cubic yards 5,000 Cubic Yard

0019 Option - Stand By Time Wilmington Harbor 1 Day

Performance and Payment Bonds - Option for

CLIN 0019 1 Job

Option - Trawling Requirements (non-capture) Wilmington

0021AA

Option - Trawling Requirements (non-capture) Wilmington, First 5 days 5 Days

0021AB

Option - Trawling Requirements (non-capture) Wilmington, All over 5 days 40 Days

Performance and Payment Bonds - Option for

CLINS 0021AA and 0021AB 1 Job

Morehead City

Base - Maintenance Dredging, Morehead City

Harbor, Range A, Station 21+15 to 110+00

0023AA Base - First 500,000 cubic yards 500,000 Cubic Yard

0023AB Base - All over 500,000 cubic yards 250,000 Cubic Yard

0024 Option - Stand By Time Morehead City 1 Day

Performance and Payment Bonds - Option for

CLIN 0024 1 Job

Option - Trawling Requirements (non-capture) Morehead City -------------- -------------- -------------- --------------

0026AA

Option - Trawling Requirements (non-capture) Morehead City, First 5 days 5 Days

0026AB

Option - Trawling Requirements (non-capture) Morehead City, All over 5 days 40 Days

Performance and Payment Bonds - Option for

CLIN 0026AA and 0026AB 1 Job

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Entrance Channels - Savannah and Brunswick Harbors, Georgia

1.2.2 Wilmington Harbor Outer Ocean Bar

1.2.3 Morehead City Harbor Outer Ocean Bar

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Reference Drawings

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

1.2.1 Entrance Channels - Savannah and Brunswick Harbors, Georgia

Entrance Channels Brunswick and Savannah Harbors, Georgia

INDEX OF DRAWINGS

SHEET

ID

FILENAME TITLE

GI001 ZWYGI001 COVER SHEET AND INDEX OF DRAWINGS

GC101 ZWYGC101 SAVANNAH HARBOR LOCATION MAP

GC102 VXSGC102 BRUNSWICK HARBOR LOCATION MAP

VH101 ZWYVH101 NEW CHANNEL RANGE-EXAMINATION SURVEY

VH102 ZWYVH102 TYBEE KNOLL-EXAMINATION SURVEY

VH103 ZWYVH103 TYBEE KNOLL-EXAMINATION SURVEY

VH104 ZWYVH104 TYBEE KNOLL-EXAMINATION SURVEY

VH105 ZWYVH105 TYBEE KNOLL-EXAMINATION SURVEY

VH106 ZWYVH106 TYBEE KNOLL-EXAMINATION SURVEY

VH107 ZWYVH107 TYBEE KNOLL-EXAMINATION SURVEY

VH108 ZWYVH108 TYBEE KNOLL-EXAMINATION SURVEY

VH109 ZWYVH109 TYBEE KNOLL-EXAMINATION SURVEY

VH110 ZWYVH110 TYBEE KNOLL-EXAMINATION SURVEY

VH111 VXSVH122 PLANTATION CREEK RANGE-EXAMINATION SURVEY

DOCUMENT 00 01 15 Page 2

Entrance Channels Brunswick and Savannah Harbors, Georgia

INDEX OF DRAWINGS

SHEET

ID

FILENAME TITLE

GI001 ZWYGI001 COVER SHEET AND INDEX OF DRAWINGS

VH112 VXSVH123 ST. SIMONS RANGE-EXAMINATION SURVEY

VH113 VXSVH124 ST. SIMONS RANGE-EXAMINATION SURVEY

VH114 VXSVH125 ST. SIMONS RANGE-EXAMINATION SURVEY

VH115 VXSVH126 ST. SIMONS RANGE-EXAMINATION SURVEY

VH116 VXSVH127 ST. SIMONS RANGE-EXAMINATION SURVEY

VH117 VXSVH128 ST. SIMONS RANGE-EXAMINATION SURVEY

VH118 VXSVH129 ST. SIMONS RANGE-EXAMINATION SURVEY

VH119 VXSVH130 ST. SIMONS RANGE-EXAMINATION SURVEY

VH120 VXSVH131 ST. SIMONS RANGE-EXAMINATION SURVEY

CB101 ZWYCB101 SAVANNAH HARBOR OFFSHORE DISPOSAL AREA

CB102 VXSCB102 BRUNSWICK HARBOR OFFSHORE DISPOSAL AREA

CB102A VXSCB102a BRUNSWICK HARBOR OFFSHORE DISPOSAL AREA

CB103 VXSCB103 BIN RESTRICTIONS - BRUNSWICK HARBOR

CB103A VXSCB103A BIN RESTRICTIONS - OPTION 1

CB103B VXSCB103B BIN RESTRICTIONS - OPTION 2

CB103C VXSCB103C BIN RESTRICTIONS - OPTION 3

CB103D VXSCB103D BIN RESTRICTIONS - OPTION 4

CN301 ZWYCN301 TYPICAL DREDGING SECTIONS - SAVANNAH

HARBOR

CN302 VXSCN303 TYPICAL DREDGING SECTIONS - BRUNSWICK

HARBOR

DOCUMENT 00 01 15 Page 3

1.2.2 Wilmington Harbor Outer Ocean Bar

WILMINGTON HARBOR OUTER OCEAN BAR

INDEX OF DRAWINGS

Plate No. Title

GI01 INDEX OF DRAWINGS, PROJECT VICINITY, LOCATION, AND

DISPOSAL AREA MAPS

CN101 BALDHEAD SHOAL CHANNEL REACH 3 STA. 88+42.13 TO

STA.230+00

CN102 SOUTHPORT CHANNEL

CN103 BATTERY ISLAND CHANNEL

CN104 WILMINGTON OCEAN DREDGED MATERIAL DISPOAL SITE

DISPOSAL ZONE

CN301 TYPICAL DREDGIING SECTIONS WILMINGTON HARBOR

REFERENCE DRAWINGS

R-1 BALDHEAD SHOAL CHANNEL - REACH 3-STA. 88+42.13 TO

STA. 217+00

R-2 AS-BUILT CABLE ROUTE INDEX, NOTES AND LEGEND

R-3 AS-BUILT CABLE LOCATION STA. 57+00 TO 85+58

R-4 INDEX SHEET - GENERAL NOTES

R-5 PLAN AND PROFILE STA. 0+00 TO STA. 28+00

R-6 PLAN AND PROFILE STA. 28+00 TO STA. 57+00

R-7 PLAND PROFILE STA. 57+00 TO STA. 85+58

DOCUMENT 00 01 15 Page 4

1.2.3 Morehead City Harbor Outer Ocean Bar

MOEHEAD CITY HARBOR OUTER OCEAN BAR

INDEX OF DRAWINGS

Plate No. Title

GI01 INDEX OF DRAWINGS, LOCATION, AND VICINITY MAPS

CN101 RANGE A STA. 21+15 TO STA. 65+00

CN102 RANGE A STA. 65+00 TO STA. 155+00

CN103 OCEAN DREGED MATERIAL DISPOAL SITE

DISPOAL ZONES 2 & 4

CN301 TYPICAL DREDGING SECTIONS MOREHEAD CITY HARBOR

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Reference Drawings

The above WILMINGTON HARBOR OUTER OCEAN BAR reference drawings are intended only to show the original construction. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. The drawings are full size.

-- End of Document --

DOCUMENT 00 01 15 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.10

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

04/17

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.5 PROGRESS PAYMENTS

1.6 PERFORMANCE AND PAYMENT BONDS

1.7 SHOP DRAWINGS AND MATERIALS SUBMITTAL

1.8 VARIATIONS IN ESTIMATED QUANTITIES - DREDGING

1.9 ACCOMMODATIONS AND MEALS FOR INSPECTORS

1.10 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

1.11 REQUIRED CONSTRUCTION MEETINGS

1.12 BULLETIN BOARD

1.13 NAVIGATION AIDS AND PERMITS

1.13.1 Navigation Aids

1.13.2 Dredging Aids

1.13.3 Coast Guard Permits

1.13.4 General Permits

1.14 PLANT

1.14.1 Additional Plant

1.14.2 Reduction In Capacity

1.14.3 Approved Plant

1.14.4 Condition Of Plant

1.15 PLANT LOCATION

1.16 SIGNAL LIGHTS

1.17 WORK IN QUARANTINED AREA

1.18 PARTNERING

1.19 DATUM AND BENCHMARKS

1.19.1 Brunswick Harbor - Georgia

1.19.2 Savannah Harbor - Georgia

1.20 NOTICE TO MARINERS

1.21 ADVANCE NOTICE REQUIREMENT

1.22 SURVEILLANCE OF OCEAN DISPOSAL BY UNITED STATES COAST GUARD

1.22.1 Jurisdiction

1.22.2 Notification

1.22.3 Accommodations - USCG

1.22.4 Communications

1.23 COMPLIANCE WITH APPLICABLE NAVIGATION RULES AND REGULATIONS,

MARINE EQUIPMENT

1.24 CERF IMPLEMENTATION

1.25 PROTECTION OF EXISTING FACILITIES

1.26 WATER CONSERVATION

1.27 COORDINATION WITH OTHER CONTRACTORS

1.28 SEAGOING BARGE ACT

1.29 COAST GUARD CERTIFICATION OF PLANT

SECTION 01 10 00.10 Page 1

1.30 CONTRACT DRAWINGS AND SPECIFICATIONS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 10 00.10 Page 2

SECTION 01 10 00.10

SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

04/17

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. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 64 Marking of Structures, Sunken Vessels and other Obstructions

33 CFR 66 Private Aids to Navigation

33 CFR 67 Aids to Navigation on Artificial Islands and Fixed Structures

33 CFR 67.01 General Requirements

46 CFR 7 Boundary Lines

U.S. COAST GUARD (USCG)

COMDTINST M16672.2 Navigation Rules, International-Inland

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-1-5 (1984) Plant Pest Quarantined Areas and Foreign Soil Samples

1.2 SUBMITTALS

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

submittals not having a "G, A" designation are for information only. When used, a designation following the "G, A" 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

List of Subcontractors

Progress Chart ; G, A

Quality Control Plan ; G, A

SD-07 Certificates

Certificate of Insurance

SECTION 01 10 00.10 Page 3

Completion of Corps CQC Course

Letter Appointing Superintendent

1.3 DEPARTMENT OF ARMY MANDATED SECURITY REQUIREMENTS

The Contractor shall be required to comply with the following security requirements mandated by the Department of the Army:

Short-term employees (working on site less than or equal to 6 months): If a criminal history is found, the employee MAY not be allowed to work at the project site at the sole discretion of the Government.

Long-term employees (working on site more than 6 months):

ALL of the following is required WHEN REPORTING FOR WORK -

a) A completed OMB Form No. 3206-0182 (also designated as Optional Form 306).

b) A completed OMB Form No. 3206-0191 (also designated as Standard Form 85P).

c) A resume.

The Government will use all provided information to perform a National Agency Check and Inquiries (NACI) check and will pay the required fee.

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer or his/her designated representative. All prescribed identification shall immediately be delivered to the Contracting Officer or his/her designated representative for cancellation upon the release of any employee.

(End of Clause)

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(a) This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer or his/her designated representative to award a time extension under this clause, the following conditions must be found to be satisfied in the sole discretion of the Contracting Officer or his/her designated representative:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(b) Wilmington Harbor. The following schedule of monthly anticipated adverse weather delays is based on wave height information collected

SECTION 01 10 00.10 Page 4 by the U.S. Army Corps of Engineers wave gage located 11 miles offshore of the Cape Fear River entrance. This gage has been in operation over the period 2000 - 2009. The table is based on the average number of days each month during which waves exceeded a height of 5 feet. This level will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule shall reflect these anticipated adverse weather and/or sea conditions delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER

AND/OR SEA CONDITIONS

DELAYS (DAYS)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

5 5 7 3 3 1 1 1 5 2 5 7

(c) Morehead City Harbor. The following schedule of monthly anticipated adverse weather and/or sea conditions delays is based on wave hindcast information over a 20 year period (1980-1999). Offshore wave conditions from wave hindcast station data located approximately 10 miles from the project area were transformed to the local project area. Analysis of the wave conditions in the vicinity of the channel were performed to estimate the expected hours per month in which dredging operations may be impacted due to sea conditions. A wave height greater than 4 feet will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule shall reflect these anticipated adverse weather and/or sea conditions delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER

DELAY (DAYS)

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

5 5 6 4 2 1 1 1 2 2 4 4

(d) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

(e) The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in subparagraph (b), the Contracting Officer or his/her designated representative will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "DEFAULT (FIXED PRICE CONSTRUCTION)".

SECTION 01 10 00.10 Page 5

(f) When navigation is hazardous due to inclement weather (such as heavy fog), move the plant and related equipment to provide the maximum possible channel width for passage.

(End of Clause)

1.5 PROGRESS PAYMENTS

Progress payments made pursuant to the Contract Clause "PAYMENTS UNDER FIXED PRICE CONSTRUCTION CONTRACTS" for an item of work in the Bid Schedule shall be based on the Contract unit price or lump sum amount set forth in the Schedule for that item of work. If the amount of the unit price or lump sum bid for an item of work is in excess of 125 percent of the Government estimate for such item, the Contracting Officer may require the Contractor to produce cost data to justify the price of the bid item. Failure to justify the bid item price to the satisfaction of the Contracting Officer may result in payment of an amount equal to 125 percent of the Government estimate for such bid item upon completion of work on the item and payment of the remainder of the bid item price upon final acceptance of Contract work. With the possible exception of progress payments for mobilization and demobilization, invoices are due by the third day of each month.

1.6 PERFORMANCE AND PAYMENT BONDS

Each bidder shall include his premiums for performance and payment bonds under the "Performance and Payment Bonds" contract line item of the Bidding Schedule. Payment to the Contractor therefore, shall not exceed the bid price and shall be made in accordance with the Contract Clause entitled "PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS". Any additional amount bid in excess of the actual bond premium will be included in the final pay estimate for this contract.

(End of Clause)

1.7 SHOP DRAWINGS AND MATERIALS SUBMITTAL

(a) Five (5) days prior to the preconstruction conference (see paragraph REQUIRED CONSTRUCTION MEETINGS), the Contractor shall complete and submit to the Contracting Officer or his/her designated representative, in duplicate, Submittal Register, listing all submittals and dates. In addition to those items listed on the Submittal Register, the Contractor will furnish submittals for any deviation from the plans or specifications. The scheduled need dates must be recorded on the document for each item for control purposes. In preparing the document, adequate time (minimum of l5 days) will be allowed for review and approval and possible resubmittal. Scheduling shall be coordinated with the approved progress schedule ( Progress Chart ). The Contractor's Quality Control System Manager shall review the listing at least every 30 days and take appropriate action to maintain an effective system. Copies of updated or corrected listings shall be submitted to the Contracting Officer or his/her designated representative at least every 60 days in the quantity specified. Payment will not be made for any material or equipment which does not comply with contract requirements.

(b) Contractor submittals required by the Technical Provisions are indicated in those provisions and are listed on the Submittal Register furnished in Section 01 33 00 SUBMITTAL PROCEDURES. The list does not relieve the Contractor from furnishing submittals required elsewhere in

SECTION 01 10 00.10 Page 6 the specifications, those inadvertently omitted from the listing; or from furnishing other submittals that the Government may deem necessary as the work progresses.

(c) Normal review levels for required approvals are indicated by letter designations as follows:

Contractor Quality Control System Manager --- (CQC) Area or Resident Engineer ------------------- (R) Engineering Branch -------------------------- (E)

The Government reserves the right to vary the review levels for (R) and

(E) to its convenience.

(d) The Contractor shall use ENG Form 4025, furnished in Section 01 33 00 SUBMITTAL PROCEDURES, to transmit Shop Drawings, Equipment Data, Material Samples or Manufacturer's Certificate of Compliance to the Government.

(End of Clause)

1.8 VARIATIONS IN ESTIMATED QUANTITIES - DREDGING

(1998 January HQUSACE)

(a) Where the quantity of a pay item in this contract is an estimated quantity and where the actual quantity of material within the required dredging prism, including the associated side slopes, varies more than 15 percent above or below the stated estimated quantity within the required dredging prism, an equitable adjustment in the contract unit price will be made upon demand of either party. The equitable adjustment will be based upon any increase or decrease in the costs due solely to the variations above 115 percent or below 85 percent of the estimated quantity within the required dredging prism. Any equitable adjustment in the contract unit price will also apply to that part of the actual quantity of allowable over-depth material above 115 percent or below 85 percent of the estimated allowable over-depth quantity.

(b) If the quantity variation is such as to cause an increase in the time necessary for completion, the Contracting Officer or his/her designated representative shall upon receipt of a written request for an extension of time within 10 days from the beginning of such delay, or within such further period of time which may be granted by the Contracting Officer or his/her designated representative prior to the date of final settlement of the contract, ascertain the facts and make such adjustment for extending the completion date as in their judgment the findings justify.

(End of Clause)

1.9 ACCOMMODATIONS AND MEALS FOR INSPECTORS

(a) The Contractor shall furnish regularly to inspectors, for office purposes and sleeping purposes, when applicable, a suitable separate room onboard the dredge or other craft upon which they are employed. If no suitable office space is available thereon, the Contractor shall furnish suitable alternate accommodations ashore at a location approved by the Contracting Officer or his/her designated representative and furnish suitable transportation between the alternate accommodations and the dredge or other craft upon which they are employed.

SECTION 01 10 00.10 Page 7

(b) If the Contractor maintains an establishment for the subsistence of his own employees, he shall, when required, furnish to inspectors employed on the work, and to all Government agents who may visit the work on official business, meals of a quality satisfactory to the Contracting Officer or his/her designated representative. The meals furnished shall be paid for by the individual consuming the meal at a rate commensurate with the basic Government subsistence rate of: $9.00 Breakfast; $13.00 Lunch; $29.00 Dinner.

(End of Clause)

1.10 RETAINAGE FOR UNTIMELY SUBMISSION OF SUBCONTRACTING REPORTS

(a) In accordance with Contract Clause 52.219-9, Small Business Subcontracting Plan, and 52.219-16, Liquidated Damages - Subcontracting Plan, retainage will be withheld from progress payments in an amount sufficient to protect the Government's ability to assess liquidated damages in accordance with Clause 52.219-16 for the contractor's failure to timely submit Standard Form 294, Subcontracting Report for Individual Contracts, and Standard Form 295, Summary Subcontract Report, reports.

(b) The retainage will be determined in accordance with the following formula:

Total dollar amount for subcontracting to small business multiplied by percentage of actual progress on the contract shall be withheld from the next progress payment due after the Contractor fails to submit a required report. If one or more reports have been submitted before such failure, formula for determining the amount of retainage will be adjusted by deducting any amounts reported as subcontracted to small business from the total dollar amount proposed to be subcontracted and the difference multiplied by the percentage of actual progress.

(c) Subcontracting plans are not required--

(1) For contracts or contract modifications that will be performed entirely outside of any State, territory, or possession of the United States, the District of Columbia, and the Commonwealth of Puerto Rico; or

(2) For modifications to contracts that do not contain the clause 52.219-8, Utilization of Small Business Concerns and Small Disadvantaged Business Concerns (or equivalent prior DAR, FPR, or NASA clauses); e.g., contracts awarded before Pub. L. 95-507 and which are within the scope of the contract.

(End of Clause)

1.11 REQUIRED CONSTRUCTION MEETINGS

(a) In addition to meetings required elsewhere in the specifications, the Contractor and any Subcontractors identified by the Contracting Officer or his/her designated representative shall be required to attend a preconstruction conference (after award of the contract but before Commencement of Work) and a post construction meeting (after final acceptance of the work but before final payment is made). The Contractor and identified Subcontractors shall meet with Corps of Engineers personnel at a time and place determined by the Contracting Officer or his/her designated representative.

(b) At the preconstruction conference, the Contractor shall be

SECTION 01 10 00.10 Page 8 oriented with respect to Government procedures and line of authority in contractual, administrative, and construction matters. Additionally, a schedule of required submittals will be discussed.

(c) Five (5) days prior to the preconstruction conference, the Contractor shall submit the following items:

Certificate of Insurance Quality Control Plan (see Section 01 45 00.00 10 QUALITY CONTROL, for additional information) Certificate of Completion of Corps CQC Course Preliminary Submittal Register (ENG Form 4288 exclusive of Contractor submittal dates) Letter Appointing Superintendent (see Contract Clause entitled Superintendence by the Contractor, 52.236-6) List of Subcontractors

(d) The letter of record will be written documenting all items discussed at the conference and a copy will be furnished by the Contracting Officer or his/her designated representative to all in attendance.

(End of Clause)

1.12 BULLETIN BOARD

Within one (1) calendar day after commencement of work under this contract, the Contractor shall provide at the job site a weatherproof, glass-covered bulletin board for displaying the Fair Employment poster, wage rates, posters and safety bulletins as noted in Section 01 35 26 , paragraph DISPLAY OF SAFETY INFORMATION.

The bulletin board shall be located in a conspicuous place, easily accessible to all employees, and legible copies of the aforementioned data shall be displayed until work under the contract is complete. No direct payment will be made for the bulletin board.

(End of Clause)

1.13 NAVIGATION AIDS AND PERMITS

1.13.1 Navigation Aids

Navigation aids located within or near the areas required to be dredged will be removed, if necessary, by the USCG in advance of dredging operations. The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with aids to navigation. The Contracting Officer will request the USCG to relocate aids if it is determined that aids will interfere with the dredging process. If the Coast Guard determines that they cannot respond to the Contracting Officer's request, the Contracting Officer may direct the Contractor to remove the navigation aid(s).

1.13.2 Dredging Aids

Do not color or place dredging aid markers and lights in a manner that obstructs, or confuses them with, navigation aids.

Mark submerged pipelines with signs, buoys, and lights. Post appropriate

SECTION 01 10 00.10 Page 9 signs and lights at the entry and exit points. Place buoys a minimum of 500 feet apart between entry and exit points. These buoys shall be lit with flashing lights which are visible around the horizon.

1.13.3 Coast Guard Permits

Maintain and operate the job site installations and vessels in accordance with applicable law.

1.13.4 General Permits

The Contractor shall obtain all necessary permits for trawling, etc.

1.14 PLANT

(a) The Contractor agrees to keep on the job sufficient plant to meet the requirements of the work. The plant shall be in satisfactory operating condition, and capable of safely and efficiently performing the work as set forth in these specifications, and the plant shall be subject to inspection by the Contracting Officer or his/her designated representative at all times. The plant listed on the Plant and Equipment Schedule, Section 00 45 00, contract clause 52.0000-4036, is the minimum which the Contractor agrees to place on the job unless otherwise determined by the Contracting Officer or his/her designated representative, and its listing thereon is not to be construed as an agreement on the part of the Government that it is adequate for the performance of the work.

(b) Dredging shall be by ocean certified hopper dredge.

(c) Special requirements for hopper dredges, such as turtle deflector devices, inflow baskets, hopper dredge operation, observers, and protocol for recording and reporting the taking of any sea turtle or sturgeon parts, are described in Section 01 57 19 : TEMPORARY ENVIRONMENTAL CONTROLS, subparagraph, National Marine Fisheries Service (NMFS) and Section 35 20 23.23 NATIONAL DREDGING QUALITY MANAGEMENT

PROGRAM HOPPER DREDGE.

(d) No reduction in the capacity of the plant employed on the work shall be made except by written permission of the Contracting Officer or his/her designated representative. The measure of the "capacity of the plant" shall be its actual performance on the work to which these specifications apply.

1.14.1 Additional Plant

In the event of collision, fire, major breakdown or other action preventing continuation of dredging operations for a period of more than 48 hours which is anticipated to continue for a period of 30 days or more, additional dredging plant shall be delivered to the project. In the event the additional plant, as directed by the Contracting Officer, is not delivered and placed in operation within the allowable 30 days, the Contract will be terminated under the Contract Clause "DEFAULT (FIXED

PRICE CONSTRUCTION) (FAR 52.249 10)".

1.14.2 Reduction In Capacity

No reduction in the capacity of the plant employed on the work shall be made except by written permission of the Contracting Officer. The measure

SECTION 01 10 00.10 Page 10 of the "capacity of the plant" shall be its actual performance on the work to which these Specifications apply.

1.14.3 Approved Plant

Approved plant includes only crane, bucket, and dipper dredges, scows, bottom dump barges, cutter/suction dredges , hopper dredges, and similar equipment. Bed leveling/drag beams and other such equipment has been approved for this contract. Additional detail regarding bed leveling is provided in Sections 35 20 23 37 DREDGING BRUNSWICK HARBOR / SAVANNAH HARBOR and 35 20 23.38 38 DREDGING WILMINGTON HARBOR / MOHREHEAD CITY

HARBOR RANGE A.

1.14.4 Condition Of Plant

For hopper dredges and dump scows, maintain the seals on bottom dump doors and on split hulls to prevent leakage of dredged material from the hopper. Scows shall be kept in good condition, coamings repaired, and pockets provided with proper doors or appliances to prevent leakage of material. Pipelines for hydraulic machines shall be kept in good condition and leaks or breaks along their length shall be promptly and properly repaired.

(End of Clause)

1.15 PLANT LOCATION

The Contractor's plant shall be arranged and located in areas approved by the Contracting Officer or his/her designated representative. This requirement includes the construction plant; offices; shop and storage buildings; housing facilities and all other equipment and materials needed to construct the project.

(End of Clause)

1.16 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct his operations in accordance with the General Regulations of the Department of the Army and the U.S. Coast Guard governing lights and day signals to be displayed by towing vessels, tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipes or vessels involved in submarine or bank protection operations.

The Contractor shall also be in accordance with those regulations governing lights to be displayed on dredge pipeline and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel and the passing by other vessels of floating plant working navigable channels, as approved by the Secretary of the Army and Commandant, U.S. Coast Guard. (33 CFR 80.18 - 80.31a; 33 CFR 95.51 - 95.66; 33 CFR 9.22 - 90.36; 33 CFR 82 and COMDTINST M16672.2 .

(End of Clause)

1.17 WORK IN QUARANTINED AREA

USACE and the U.S. Department of Agriculture (USDA) have a compliance agreement requiring measures to prevent the spread of certain plant pests that may be present in the soil (USACE ER 1110-1-5 ). Major portions of all

SECTION 01 10 00.10 Page 11 southeastern states are in a quarantine area for such pests, including the imported fire ant. In addition, adjacent states to the north have introduced infestations resulting from movement of soil from infested southeastern states. The Contractor shall thoroughly clean all construction equipment and tools at the previous job site in a manner that ensures that these implements are free from residual soil, egg deposits from plant pests, noxious weeds, and plant seeds. Equipment shall be cleaned using water under pressure, and hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, all construction equipment and hand tools used for this USACE contract shall be thoroughly cleaned by the Contractor before they are removed from this job site. The Contractor shall consult with the USDA jurisdictional office for additional cleaning requirements that may be necessary.

(End of Clause)

1.18 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a cohesive partnership with the Contractor and its subcontractors. This partnership would strive to draw on the strengths of each organization in an effort to achieve a quality project done right the first time, within budget and on schedule. Integral to the partnership would be a joint Contractor/Government effort to settle any disputes that may arise without costly and time consuming litigation. To that end, a non-binding procedure such as the Alternate Dispute Resolution process could be developed and agreed upon by both parties when it is determined to be necessary. This partnership would be bilateral in make-up and participation will be totally voluntary. Any cost associated with developing this partnership will be agreed to by both parties and will be shared equally with no change in contract price.

(End of Clause)

1.19 DATUM AND BENCHMARKS

1.19.1 Brunswick Harbor - Georgia

The Brunswick Harbor plane of reference of mean lower low water (MLLW) as used in these Specifications is that determined by the following benchmark:

Name Description Elevation above MLLW CAL-PT Standard disc set on the St. Simions 14.85 Island Fishing Pier, Benchmark set flush in the concrete pier deck

20.28 M (66.54 ft) ESE of the

North –South Centerline of the pier, 6.88M (22.57 ft) SSW of the North edge of the deck and 0.84M (2.76ft) NNE of the South edge of the deck

Points for the centerline of the Brunswick Harbor entrance channel are:

Station X Y 14+464.77 887175.6 404161.2 4+272.49 893277.5 412325.1 -6+645.75B 903836.7 409548.0 -14+000B 910008.98 405549.21 -46+000B 936864.54 388148.28

SECTION 01 10 00.10 Page 12

-56+500B 945677.01 382439.11

1.19.2 Savannah Harbor - Georgia

The Savannah Harbor plane of reference of mean lower low water as used in these Specifications is that determined by the following benchmarks:

Name Description Elevation above MLLW BM 5 A standard disk set flush 12.75 in a concrete post south of concrete parking lot for Savannah Bar Pilots Residence

BM N 323 1974 Std. Disk set 0.1 foot below 10.08 ground near base of a 100 foot high radio tower in Fort Pulaski National Monument

Points for the centerline of the Savannah Harbor entrance channel are:

Station E N 0+000 1051985.0 742376.0 -1+380B 1053365.0 742365.8 -13+772B 1065665.0 743865.8 -16+143B 1068027.0 743657.8 -20+832B 1072482.0 742193.5 -23+476B 1074661.0 740697.5 -38+185B 1083794.0 729165.0 -40+521B 1085596.0 727679.0 -60+000B 1102907.0 718748.0

1.20 NOTICE TO MARINERS

(a) The Contractor shall coordinate Local Notice to Mariners with the U.S. Coast Guard (USCG), and provide dredging schedule and location by shoal/tangent/section by contacting USCG Sector Georgia, North Carolina and South Carolina Waterways Management.

(b) Should the Contractor, during dredging operations, encounter any objects on the channel bottom which could be a hazard to navigation, the Contractor shall notify the Contracting Officer or his/her designated representative and the U.S. Coast Guard (USCG) Marine Safety Office immediately with pertinent information necessary for the Marine Safety Office to issue a Notice to Mariners. The Contractor shall provide copies of this notification to the Contracting Officer or his/her designated representative.

(c) Pertinent information shall include the location and description of the object, as well as other information necessary to alert shippers in the area.

USCG Sector Georgia Marine Safety Office telephone numbers are 912-652-4353 and 843-724-7616.

USCG Sector North Carolina Waterways Management, (910) 251-4525.

USCG Fifth District Aids to Navigation, (757) 398-6230.

USCG Fifth District Aids to Navigation, (757) 398-6230

SECTION 01 10 00.10 Page 13

(End of Clause)

1.21 ADVANCE NOTICE REQUIREMENT

Give the Contracting Officer 15 days' written notice of the date it plans to complete work in each acceptance section in order that before-dredging surveys for the next area of assignment may be made sufficiently in advance of the Contractor's operations.

1.22 SURVEILLANCE OF OCEAN DISPOSAL BY UNITED STATES COAST GUARD

1.22.1 Jurisdiction

Under the Marine Protection, Research and Sanctuary Act of 1972 and the Environmental Protection Agency's Final Ocean Dumping Regulations and Criteria (Federal Register, Vol. 38, No. 198 dated 15 October 1972), the USCG has the responsibility for the surveillance of ocean dumping.

1.22.2 Notification

The Contractor shall notify the local USCG Captain of the Port at least 5 days prior to the first ocean disposal. The notification shall be by certified mail with a copy to the Contracting Officer. The following information shall be included in the notification letter:

a. Project designation, Corps of Engineers' Contract number and name, and Contractor's address and telephone number

b. Port of departure

c. Location of ocean disposal placement areas

d. Quantity of material to be deposited in ocean

e. Schedule for ocean disposal, giving date and time proposed for first ocean disposal

f. Name of vessel or tugboat and barge

1.22.3 Accommodations - USCG

The USCG may require Coast Guard personnel to be onboard the tow or dump vessel during complete cycles of loadings, travel, and disposal in the ocean. USCG personnel will monitor the disposal of the material and obtain necessary dredged material samples. Meals as normally provided to the crew shall be served to the USCG personnel onboard. Likewise, quarters shall be provided for USCG personnel if the dump operation requires 2 or more continuous shifts.

1.22.4 Communications

Directions as to the Contractor's method of operation will be channeled through the Contracting Officer or his/her designated representative.

1.23 COMPLIANCE WITH APPLICABLE NAVIGATION RULES AND REGULATIONS, MARINE

EQUIPMENT

a. Ascertain that the vessels utilized in project operations are

SECTION 01 10 00.10 Page 14 commanded, equipped, navigated, and operated so as to be in strict compliance with the general regulations of the Department of the Army and of the USCG, including applicable section, safety, environmental, and navigational rules and regulations of the Code of Federal Regulations (CFR), parts 33 and 46.

b. Installations placed by the Contractor on or over the seabed of the work area, i.e., pipeline, pipeline risers, and booster stations, are obstructions or structures in accordance with 33 CFR 67.01 . Such installations or portions thereof, are subject to applicable regulations set forth in 33 CFR 64 , 33 CFR 66 , and 33 CFR 67 .

c. Notify and obtain necessary installation approvals from Commander, Seventh Coast Guard District. Maintain and operate the jobsite installations and vessels in accordance with applicable laws.

d. Pumping directly into the ODMDS is not permitted.

1.24 CERF IMPLEMENTATION

If the work specified in this Contract is performed by hopper dredge, the owner shall have an active Basic Ordering Agreement (BOA) for the hopper dredge on file with the U.S. Army Corps of Engineers. The Contractor shall make the hopper dredge available to serve in the Corps of Engineers' Reserve Fleet (CERF) when the hopper dredge is used under this Contract.

When the Contracting Officer is notified of the decision to activate this dredge into the CERF, take appropriate action to release the dredge. The Contracting Officer may then extend or terminate the Contract to implement whatever action is in the best interest of the Government. The Contractor shall also be subject to the following conditions:

a. The Director of Civil Works may require the Contractor to perform emergency dredging at another CONUS (48 contiguous states) site for a period of time equal to the remaining time under this Contract at the date of notification plus up to 90 days at the previously negotiated rate which appears on the schedule of prices in the Basic Ordering Agreement.

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

c. The CERF will be activated by the Chief of Engineers or Director of Civil Works; then the Contracting Officer will notify the Contractor. From the time of notification, the selected dredge shall depart for the emergency assignment within 72 hours for CONUS or 10 days for OCONUS assignments.

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

e. If, during the time period specified in the items above, a CERF vessel is still required, the Contract performance period may be

SECTION 01 10 00.10 Page 15 continued for additional time by mutual agreement.

1.25 PROTECTION OF EXISTING FACILITIES

The Contractor will not be responsible for any alterations to existing structures or utilities except those made by him for his convenience. The Contractor shall protect all existing structures, including bridges, roadway embankments, utilities and improvements from damage, and, in the event of damage as a result of his operations, the Contractor shall be responsible for their repair, restoration, or for all cost of damage resulting therefrom. In addition, the Contractor shall be responsible for any damage to bridge or culvert structures or railway embankments or track caused by the unauthorized excavation or excavation beyond the project dimensions shown on the plans. If the Contractor elects to have alterations made to any existing structure, utility or other improvements for his convenience, he shall make arrangements with the owner of the facility for such alterations and the agreement shall be reviewed and approved by the Contracting Officer or his/her designated representative prior to their alteration.

(End of Clause)

1.26 WATER CONSERVATION

Water is one of our valuable natural resources. Accordingly, the Contractor shall be judicious in its use in the performance of the work as specified. Water needed for compaction of materials, and dust control shall be obtained from uncontrolled stream flow instead of potable supply sources to the extent available and suitable as determined by the Contracting Officer or his/her designated representative.

(End of Clause)

1.27 COORDINATION WITH OTHER CONTRACTORS

Other Contractors may be working in the vicinity during the time period of this contract. The Contractor shall coordinate the contract operations with other Contractors in the area as needed to avoid conflicts and delays. Any potential delays due to conflicts with other contractors shall be reported to the Contracting Officer or his/her designated representative immediately.

(End of Clause)

1.28 SEAGOING BARGE ACT

(1979 OCE)

The Seagoing Barge Act (46 U.S.C. et sq.) applies to this project. In the event the low bidder contemplates using plant that requires U.S. Coast Guard certification to comply with the Act, the low bidder shall within ten (10) calendar days after bid opening submit a copy of said certificate to the Contracting Officer. Failure to produce the certificate within the required time shall subject the bidder to a determination of nonresponsibility.

(End of Clause)

1.29 COAST GUARD CERTIFICATION OF PLANT

Furnish the Contracting Officer sufficient evidence that the Contractor's floating plant (or self propelled dredge) has proper and necessary USCG

SECTION 01 10 00.10 Page 16 certification as may be applicable under 46 USC 33 , 46 CFR 7 , or 46 USC 51 .

(End of Clause)

1.30 CONTRACT DRAWINGS AND SPECIFICATIONS

(AUG 2000) DFARS 252.236-7001

(a) The Government will provide to the Contractor, without charge, two (2) cds, two (2) half-size sets and three (3) full-size sets of contract drawings, and five (5) specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer or his/her designated representative.

(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 his/her designated representative of any discrepancies;

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

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

(c) In general--

(1) Large-scale drawings shall govern small-scale 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 that 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 the 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 specifications and the contract drawings identified in Section 00 01 15 LIST OF DRAWINGS.

(End of Clause)

PART 2 PRODUCTS

Not Used.

SECTION 01 10 00.10 Page 17

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 10 00.10 Page 18

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.1.2.1 Wilmington and Morehead City Harbor

1.1.2.2 Savannah and Brunswick Harbor

1.1.2.3 Channel Framework

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Provide construction services, including furnishing personnel, transportation, mobilization/demobilization, equipment, and materials required in connection with maintenance dredging in the Wilmington, Morehead City, Savannah and Brunswick Harbor Entrance Channels and disposal of the dredged materials. Perform these services in accordance with the Contract.