Group_4-10-R-J037_Revision0002.pdf

GROUP4-10-R-J037 SF1442-A1 Revision 0002

ADDENDUM TO THE STANDARD FORM 1442

Tampa Harbor, Maintenance Dredging, 34 and 43-Foot Project, Hillsborough Bay (HB), Ybor Channel, Upper and Lower Sparkman, Port Sutton and East Bay, and St. Petersburg Harbor, Maintenance Dredging, 24-Foot Project, Entrance Channel and Turning Basin, Hillsborough and Pinellas Counties, Florida

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003); Cavache, Inc.

(W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13-D-0005);

Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); C. F. Bean LLC (W912EP-13-D-0015) PROPOSALS WILL NOT BE

CONSIDERED FROM ANY ENTITY OTHER THAN THE PREVIOUSLY LISTED FIRMS

INCLUDED IN THE Group 4 Dredging MATOC Pool.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s).

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Contractor Performance Assessment Reporting System (CPARS) records contained in the US Army Corps of Engineers CPARS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) A letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442 with the latest revision”.

(5) Revisions – Offers must acknowledge receipt of this Revision by completing “Notice to Offerors--Blocks 14, 15 and 20” of each revision.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact:

Tonya M. Rogers 904-232-1084 Tonya.M.Rogers@usace.army.mil.

Block 10 -- Magnitude of Construction is between $5,000,000.00 and $10,000,000.00.

GROUP4-10-R-J037 SF1442-A2 Revision 0002

Block 11 -- The Contractor shall begin performance within 45 calendar days and complete it within 180 calendar days after receiving notice to proceed. This performance period is mandatory. NOTE: If there are optional line items, refer to FAR 52.211-10 for breakdown of period of performance.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than July 25, 2017 August 01, 2017 at 2:00 P.M. Local Time.

USA Engineer District, Jacksonville Contracting Division 701 San Marco Blvd

Jacksonville, Florida 32207-8175

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________ e-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

Tampa Resident Office 4211 W. Boy Scout Blvd Suite 170

Tampa, FL 33607-5767

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

GROUP4-10-R-J037 Revision 0002

SF 30 CONTINUATION SHEET

Tampa Harbor, Maintenance Dredging, 34-Foot and 43-Foot Project St. Petersburg Harbor Maintenance Dredging, 24-Foot Project

Hillsborough and Pinellas Counties, Florida Revision 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. In some Volume 1 sections, asterisks appear before and after the line or lines where revisions have been made to the text, and pertain only to changes made by this amendment. In some cases, replacement clauses are attached to this amendment.

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change.

The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE Line Items and Pricing Schedule and REPLACE with the attached revised Line Items and Pricing Schedule.

Volume 2 of 2 – Technical Specifications:

DELETE Section 01 22 00 and REPLACE with the attached revised Section 01 22 00.

DELETE Submittal Register and REPLACE with the attached revised Submittal Register.

DELETE Section 35 20 23 and REPLACE with the attached revised Section 35 20 23.

2. DRAWINGS:

DELETE Sheet G-01a and REPLACE with attached revised Sheet G-01a.

DELETE Sheet G-03 and REPLACE with attached revised Sheet G-03.

DELETE Sheet C-16a and REPLACE with attached revised Sheet C-16a.

DELETE Sheet C-05b

3. OTHER:

Pre-Bid Site Visit Sign-in-Sheet

Pre-Bid Site Visit Questions and Responses

GROUP4-10-R-J037 Revision 0002

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

TAMPA HARBOR, MAINTENANCE DREDGING, 34-FOOT AND 43-FOOT PROJECT

ST. PETERSBURG HARBOR MAINTENANCE DREDGING, 24-FOOT PROJECT

HILLSBOROUGH AND PINELLAS COUNTIES, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

TAMPA HARBOR

UPPER AND LOWER SPARKMAN,

PORT SUTTON AND EAST BAY

0001 MOBILIZATION AND DEMOBILIZATION 1 JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

(ESTIMATED QUANTITY - SEE NOTE 4) 141,000 CUBIC YARD $___________ $_______________

0003 TURBIDITY MONITORING 1 JOB $_______________

0004 ENDANGERED SPECIES OBSERVERS 1 JOB $_______________

0005 MOBILIZATION AND DEMOBILIZATION FOR 1 JOB $_______________

SEA TURTLE TRAWLING AND RELOCATION

(HOPPER DREDGES ONLY) (SEE NOTE 5)

0006 SEA TURTLE TRAWLING AND RELOCATION 1 DAY $______________ $_______________

(HOPPER DREDGES ONLY) (SEE NOTES 5 & 6)

0007 STANDBY TIME (SEE NOTES 7 & 8) 24 HOUR $______________ $_______________

0008 BIRD MONITORING (SEE NOTE 8) 1 60 JOB DAY $______________ $_______________

TOTAL BASE (LINE ITEMS 0001 THROUGH 0008) $_______________

OPTION A

UPPER SPARKMAN STA. 73+50

TO YBOR STA. 40+00

0009 EXCAVATION, UNCLASSIFIED

(ESTIMATED QUANTITY - SEE NOTE 4) 19,000 CUBIC YARD $___________ $_______________

0010 TURBIDITY MONITORING 1 JOB $_______________

0011 ENDANGERED SPECIES OBSERVERS 1 JOB $_______________

0012 MOBILIZATION AND DEMOBILIZATION FOR 1 JOB $_______________

SEA TURTLE TRAWLING AND RELOCATION

(HOPPER DREDGES ONLY) (SEE NOTE 5)

0013 SEA TURTLE TRAWLING AND RELOCATION 1 DAY $______________ $_______________

(HOPPER DREDGES ONLY) (SEE NOTES 5 & 6)

0014 STANDBY TIME (SEE NOTES 7 & 8) 24 HOUR $______________ $_______________

0015 BIRD MONITORING (SEE NOTE 8) 1 10 JOB DAY $______________ $_______________

TOTAL OPTION A (LINE ITEMS 0009 THROUGH 0015) $_______________

TOTAL BASE AND OPTION A (LINE ITEMS 0001 THROUGH 0015) $_______________

(CONTINUED ON NEXT PAGE)

GROUP4-10-R-J037 00010A-1 Revision 0002

TAMPA HARBOR, MAINTENANCE DREDGING, 34-FOOT AND 43-FOOT PROJECT

ST. PETERSBURG HARBOR MAINTENANCE DREDGING, 24-FOOT PROJECT

HILLSBOROUGH AND PINELLAS COUNTIES, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

OPTION B

ST. PETE HARBOR TURNING BASIN

0016 INTERIM MOBILIZATION 1 JOB $_______________

0017 EXCAVATION, UNCLASSIFIED

(ESTIMATED QUANTITY - SEE NOTE 4) 78,000 CUBIC YARD $___________ $_______________

0018 TURBIDITY MONITORING 1 JOB $_______________

0019 ENDANGERED SPECIES OBSERVERS 1 JOB $_______________

0020 MOBILIZATION AND DEMOBILIZATION FOR 1 JOB $_______________

SEA TURTLE TRAWLING AND RELOCATION

(HOPPER DREDGES ONLY) (SEE NOTE 5)

0021 SEA TURTLE TRAWLING AND RELOCATION 1 DAY $______________ $_______________

(HOPPER DREDGES ONLY) (SEE NOTES 5 & 6)

0022 STANDBY TIME (SEE NOTES 7 & 8) 24 HOUR $______________ $_______________

0023 BIRD MONITORING (SEE NOTE 8) 1 25 JOB DAY $______________ $_______________

TOTAL OPTION B (LINE ITEMS 0016 THROUGH 0023) $_______________

TOTAL BASE AND OPTIONS A AND B (LINE ITEMS 0001 THROUGH 0023) $_______________

OPTION C

ST. PETE HARBOR ENTRANCE CHANNEL

STA. 56+00 TO STA. 60+00

0024 EXCAVATION, UNCLASSIFIED 9,000 CUBIC YARD $___________ $_______________

(ESTIMATED QUANTITY - SEE NOTE 4)

0025 TURBIDITY MONITORING 1 JOB $_______________

0026 ENDANGERED SPECIES OBSERVERS 1 JOB $_______________

0027 MOBILIZATION AND DEMOBILIZATION FOR 1 JOB $_______________

SEA TURTLE TRAWLING AND RELOCATION

(HOPPER DREDGES ONLY) (SEE NOTE 5)

0028 SEA TURTLE TRAWLING AND RELOCATION 1 DAY $______________ $_______________

(HOPPER DREDGES ONLY) (SEE NOTES 5 & 6)

0029 STANDBY TIME (SEE NOTES 7 & 8) 24 HOUR $______________ $_______________

0030 BIRD MONITORING (SEE NOTE 8) 1 6 JOB DAY $______________ $_______________

TOTAL OPTION C (LINE ITEMS 0024 THROUGH 0030) $_______________

TOTAL BASE PLUS OPTIONS A, B AND C (LINE ITEMS 0001 THROUGH 0030) $_______________

(CONTINUED ON NEXT PAGE)

GROUP4-10-R-J037 00010A-2 Revision 0002

TAMPA HARBOR, MAINTENANCE DREDGING, 34-FOOT AND 43-FOOT PROJECT

ST. PETERSBURG HARBOR MAINTENANCE DREDGING, 24-FOOT PROJECT

HILLSBOROUGH AND PINELLAS COUNTIES, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

OPTION D

ST. PETE HARBOR ENTRANCE CHANNEL

STA. 5+00 TO STA. 56+00

0031 EXCAVATION, UNCLASSIFIED 10,000 CUBIC YARD $___________ $_______________

(ESTIMATED QUANTITY - SEE NOTE 4)

0032 TURBIDITY MONITORING 1 JOB $_______________

0033 ENDANGERED SPECIES OBSERVERS 1 JOB $_______________

0034 MOBILIZATION AND DEMOBILIZATION FOR 1 JOB $_______________

SEA TURTLE TRAWLING AND RELOCATION

(HOPPER DREDGES ONLY) (SEE NOTE 5)

0035 SEA TURTLE TRAWLING AND RELOCATION 1 DAY $______________ $_______________

(HOPPER DREDGES ONLY) (SEE NOTES 5 & 6)

0036 STANDBY TIME (SEE NOTES 7 & 8) 24 HOUR $______________ $_______________

0037 BIRD MONITORING (SEE NOTE 8) 1 4 JOB DAY $______________ $_______________

TOTAL OPTION D (LINE ITEMS 0031 THROUGH 0037) $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0037) $_______________

NOTES:

(1) SEE SECTION 00100: "INSTRUCTIONS TO OFFERORS".

(2) OFFERORS MUST PROVIDE PRICING FOR ALL ITEMS.

(3) ALL SPECIFICATION REFERENCES TO "LUMP SUM" SHALL APPLY TO LINE ITEMS INDICATING "JOB" AS THE UNIT.

(4) QUANTITY INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN DATES OF SURVEYS SHOWN ON DRAWINGS AND COMMENCEMENT OF DREDGING. ACTUAL QUANTITIES MAY DIFFER

FROM ESTIMATED QUANTITIES.

(5) THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTION ITEMS ANY TIME PRIOR TO DEMOBILIZATION OF EQUIPMENT. SEE CLAUSE 52.217-7 of SECTION 00700. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER, IN WRITING, A MINIMUM OF 7 DAYS PRIOR TO THE ANTICIPATED DATE OF THE DEMOBILIZATION OF A DREDGE PLANT.

(6) SEA TURTLE TRAWLING AND RELOCATION WILL ONLY BE PAID FOR IF THE CONTRACTOR IS REQUIRED TO PERFORM THE WORK UNDER THE PROVISIONS OF THIS CONTRACT. SEE SECTION 01 57 20: ENVIRONMENTAL PROTECTION FOR

PROVISIONS TO INITIATE SEA TURTLE TRAWLING AND RELOCATION.

(7) STANDBY TIME MAY BE EXERCISED WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER.

(8) THIS LINE ITEM IS FOR BIDDING PURPOSES ONLY. ACTUAL QUANTITIES MAY DIFFER FROM ESTIMATED QUANTITIES. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITIES CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR

ACTUAL DAYS PERFORMED.

GROUP4-10-R-J037 00010A-3 Revision 0002

Tampa Harbor, Maintenance Dredging, 34 and 43-Foot Project GROUP4-10-R-J037 St. Petersburg Harbor, Maintenance Dredging, 24-Foot Project

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 LUMP SUM PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Items 0003, 0010, 0018, 0025 and

0032)

1.4.3 Endangered Species Observers (Line Items 0004, 0011, 0019, 0026 and 0033)

1.4.4 Mobilization and Demobilization for Sea Turtle Trawling and

Relocation (For Hopper Dredges Only)(Line Items 0005, 0012, 0020, 0027 and 0034)

1.4.5 Interim Mobilization (Line Item 0016)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0009, 0017, 0024 and 0031)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle Trawling and Relocation (For Hopper Dredges

Only)(Line Items 0006, 0013, 0021, 0028 and 0035)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Standby Time (Line Items 0007, 0014, 0022, 0029 and 0036)

1.5.3.1 Measurement and Payment

1.5.3.2 Unit of Measure

1.5.4 Bird Monitioring (Line Items 0008, 0015, 0023, 0030, and 0037)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

SECTION 01 22 00 Page 1 Revision 0002

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2 Revision 0002

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

1.2 QUALITY CONTROL SYSTEM (QCS)

1.2.1 Definition

The terms "Contract Line Item Number (CLIN)" and "Line Item" are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term "CLIN" is a contracting term used in the Quality Control System (QCS) payment data base.

1.2.2 Instructions

See Section 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL for instructions on linking a CLIN to a schedule of values of pay activities and construction schedule, and in-depth payment procedure.

1.3 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. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 22 00 Page 3 Revision 0002

Schedule of Values ; G, RO

Provide a breakdown of lump sum items into proposed pay activities. Schedule of Values will become basis for CLIN and Pay Activity data in the QCS payment data base.

1.4 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit "JOB" and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum 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.

Progress payments for lump sum CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Provide a list of pay activities, (Schedule of Values) to breakdown bid for each lump sum CLIN. Within 20 calendar days after receiving Notice to Proceed, submit Schedule of Values for Government approval. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, the Contractor should take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization (Line Item 0001)

Payment will be made for costs associated with or incidental to mobilization and demobilization and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Turbidity Monitoring (Line Items 0003, 0010, 0018, 0025 and 0032)

Payment will be made for costs associated with or incidental to obtaining, analyzing, and reporting the results of monitoring for turbidity. See Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING.

1.4.3 Endangered Species Observers (Line Items 0004, 0011, 0019, 0026 and 0033)

Payment will be made for costs associated with or incidental to endangered species observers. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.4 Mobilization and Demobilization for Sea Turtle Trawling and Relocation (For Hopper Dredges Only)(Line Items 0005, 0012, 0020, 0027 and 0034)

Payment will be made for costs associated with or incidental to mobilization and demobilization for sea turtle trawling and relocation (For Hopper Dredges Only). See Clause PAYMENT FOR MOBILIZATION AND DEMOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1. Also, see Section 01 57 20 ENVIRONMENTAL PROTECTION.

SECTION 01 22 00 Page 4 Revision 0002

1.4.5 Bird Monitoring (Line Items 0008, 0015, 0023, 0030 and 0037)

Payment will be made for costs associated with or incidental to furnishing a Bird Monitor. See Section 01 57 20 ENVIRONMENTAL PROTECTION. Payment will be made for costs associated with or incidental to bird monitoring only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.4.5 Interim Mobilization (Line Item 0016)

Payment will be made for costs associated with or incidental to mobilization and relocation of pipeline and equipment needed to exercise option(s).

1.5 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 LINE ITEMS AND PRICING 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.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Excavation, Unclassified (Line Items 0002, 0009, 0017, 0024 and 0031)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; installation, bird deterrence within DMPF-3D, operation or maintenance of the electronic tracking system for surveillance of all dredging and disposal activities. See Section

35 20 23 DREDGING.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Hydrographic surveys for final measurement and payment and for channel clearance will be made by the Government. All surveys will be performed in accordance with USACE EM 1110-2-1003 . Survey frequencies will be the same as those shown in the drawings and will remain consistent throughout the contract.

SECTION 01 22 00 Page 5 Revision 0002

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES in Volume 1) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Once quantities within a specified reach or section have been determined through the use of in-place measurement, they will not be reopened except on evidence of collusion, fraud, or obvious error.

b. The total amount of material removed, and to be paid for under the contract, will be measured by the cubic yard in place and quantities determined by the average end area method. The volume computed shall be between the bottom surface shown by soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 3 weeks after the work specified in each acceptance section indicated on the drawings has been completed. The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer's Representative of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section. The quantity shall include the volume within the limits of the side slopes described in subparagraph "Side Slopes" of paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES of Section 35 20 23 DREDGING, less any deductions that may be required for misplaced material described in subparagraph "Misplaced Materials" of paragraph DISPOSAL OF EXCAVATED MATERIAL of Section 35 20 23

DREDGING.

1.5.1.3 Unit of Measure

Cubic yard.

1.5.2 Sea Turtle Trawling and Relocation (For Hopper Dredges Only)(Line Items 0006, 0013, 0021, 0028 and 0035)

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to the Sea Turtle Capture Trawl Sweeping. This price shall include all costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in the vicinity of the dredge, and shall include the cost of reporting as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.2.2 Measurement

Sea Turtle Capture Trawl Sweeping will be measured for payment based upon the duration of performance on a daily basis. A day of trawl sweeping is defined as 24 hours of continuous trawling. The Contractor shall conduct captive trawl sweeping as described in Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.5.2.3 Unit of Measure

Day.

SECTION 01 22 00 Page 6 Revision 0002

1.5.3 Standby Time (Line Items 0007, 0014, 0022, 0029 and 0036)

1.5.3.1 Measurement and Payment

Standby time for dredging will be paid for each hour or part thereof that the plant is not in operation by request of the Contracting Officer.

Payment will be made for costs associated with or incidental to standby of the dredge plant only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.3.2 Unit of Measure

Hour.

1.5.4 Bird Monitioring (Line Items 0008, 0015, 0023, 0030, and 0037)

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to furnishing a Bird Monitor. See Section 01 57 20 ENVIRONMENTAL PROTECTION. Payment will be made for costs associated with or incidental to bird monitoring only upon implementation of this line item. If performance of this line item is not required or implemented per the NOTES in Section 00010A LINE ITEMS AND PRICING SCHEDULE, no payment will be made to the Contractor for this line item.

1.5.4.2 Measurement

Measurement will be made by the number of days the Bird Monitor is onsite monitoring birds during the designated monitoring period. If multiple phases of work are concurrent, payment will only be made for the Line Item associated with the Phase of work that began first. See Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.4.3 Unit of Measure

Day.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to "Pay Activities" and establish a link between bid breakdown schedule of values of "Pay Activities" to contract CLINs using "Schedule Activities" data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure "Activity Schedule", "Feature Schedule", submittal register, and punchlists are all up to date. Use "Progress Payments" to "request Activity Earnings" for both "Activity Earnings" data entry page and "Other Earning". Provide hard copies of supporting invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN

SECTION 01 22 00 Page 7 Revision 0002 funding amounts, or "unbalanced" CLINs error will prevent processing the payment.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 8 Revision 0002

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 5 PAGES

Tampa Hbr M/D 34 & 43-Ft Pr & St Pete Hbr M/D 24-Ft Pr

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

01 30 00 SD-01 Preconstruction Submittals

List of Subcontractors

1.5 G ROPresentation Files

SD-07 Certificates

Signature Authority

Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.2.1 G ROQCS Schedules

1.2.2 G ROBar Chart

1.2.2 G RO'S' Curve

01 33 00 SD-01 Preconstruction Submittals

G ROExport File

01 35 25 SD-01 Preconstruction Submittals

G RODive Operations Plan

SD-07 Certificates

G RODive Personnel Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.6 G DOAccident Prevention Plan (APP)

1.7 G DOActivity Hazard Analysis (AHA)

1.6.1 G DOCrane Critical Lift Plan

3.1.1 G DOSafe Access Plan

3.1.1 G DOSafe Access Plan

SD-02 Shop Drawings

1.6.1 G DOStandard Lift Plan (SLP)

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 5 PAGES

01 35 26 SD-06 Test Reports

1.11Notifications and Reports

1.11.1Accident Reports

1.11.2Crane Reports

SD-07 Certificates

1.8Confined Space Entry Permit

1.8Hot work permit

1.13License Certificates

1.5.2.4 G DOCrane Operators

1.11.4Third Party Certification of

Barge-Mounted Mobile Cranes

1.11.3Certificate of Compliance

01 45 05 SD-01 Preconstruction Submittals

G ROQuality Control Plan

SD-07 Certificates

Letter of Authority

G ROPersonnel Qualifications

01 50 02 SD-01 Preconstruction Submittals

Mobilization/Demobilization Plan

SD-02 Shop Drawings

3.4Contractor's Temporary Facilities

Temporary Electric Drawings

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

SD-02 Shop Drawings

G DOTurtle Deflector Device

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 5 PAGES

01 57 20 G DODaily Logs/Summary Of Bird

Nesting Monitoring

G DOWeekly Logs/Summary Of Bird

Nesting Monitoring

SD-07 Certificates

G DOBird Monitoring Qualifications

G DOManatee Observer Qualifications

G DOEndangered Species Observer and Trawl Supervisor

Qualifications (For Hopper

Dredges Only)

SD-11 Closeout Submittals

Logs/Final Summary Report

Project Environmental Summary

Sheet

Trawl Sweeping Daily Logs

01 57 25 SD-03 Product Data

Calibration Standard

SD-06 Test Reports

Turbidity Monitoring

35 20 23 SD-01 Preconstruction Submittals

Notice of Intent to Dredge

Relocation of Navigation Aids

Dredge Pumpout Capacity

SD-02 Shop Drawings

G RODrag Bar

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 5 PAGES

35 20 23 G ROAcceptance Sections Plan

SD-07 Certificates

1.7Historical Period Shipwreck Sites

Surveys

Daily/Monthly Report of

Operations

Misplaced Material

1.10Declaration of Inspection for

Refueling

35 20 26 SD-01 Preconstruction Submittals

Dredge Plant Instrumentation

Plan

G, SAM-OP-J

G ROContractor Quality Control Plan

SD-06 Test Reports

G ROData Appropriately Archived e-mail

SD-07 Certificates

G ROLetter of National Dredging

Quality Management Program

Certification

35 20 28 SD-01 Preconstruction Submittals

Dredge Plant Instrumentation

Plan Revisions or Addendum

G, SAM-OP-J

SUBMITTAL REGISTER

CONTRACT NO.

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 5 PAGES

35 20 28 G ROContactor Quality Control Plan, section 3.2.5

SD-07 Certificates

G ROLetter of National Dredging

Quality Management Program

Certification

SD-06 Test Reports

G ROData Appropriately Archived e-mail, section 3.2.11

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

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SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 23

DREDGING

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DREDGING RESTRICTIONS

1.4.1 Order of Work

1.4.2 Transportation of Material

1.5 SPECIAL INSTRUCTIONS

1.5.1 Coordination with Concurrent Contract

1.5.2 Debris Disposal

1.6 PUMPING OF BILGES

1.7 HISTORICAL PERIOD SHIPWRECK SITES

1.8 UTILITY CROSSINGS

1.8.1 General

1.9 PERMITS

1.10 FUEL OIL TRANSFER OPERATIONS

1.11 SIGNAL LIGHTS

1.12 NOTICE TO MARINERS -- DREDGING CONTRACTS

1.13 FINAL CLEANUP

1.14 WORK VIOLATIONS

1.15 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SYSTEM (HOPPER

DREDGES AND DUMP SCOWS)

1.15.1 System Requirements

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 NOTIFICATION OF COAST GUARD

3.1.1 Navigation Aids

3.1.2 Dredging Aids

3.2 WORK AREA

3.2.1 Access

3.2.2 Protection of Existing Waterways

3.2.3 Adjacent Property and Structures

3.2.4 Subaqueous Cable Crossings

3.3 DISPOSAL OF EXCAVATED MATERIAL

3.3.1 General

3.3.2 Upland Disposal Area

3.3.2.1 Material Placement

3.3.2.2 Maximum Height of Dredged Materials

3.3.2.3 Disposal Area Drainage

3.3.2.4 Existing Weirs

3.3.2.5 Existing Outfall Pipes

SECTION 35 20 23 Page 1 Revision 0002

3.3.3 Barges

3.3.4 Placing of Dredged Material

3.3.5 Dredge Pipelines

3.3.5.1 Dredge Discharge Pipeline

3.3.5.2 Submerged Pipeline

3.3.5.3 Floating Pipeline

3.3.6 Booster Pumps

3.3.7 Misplaced Materials

3.4 REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES

3.4.1 Required Depth

3.4.2 Allowable Overdepth

3.4.3 Side Slopes

3.4.4 Excessive Dredging

3.4.5 Areas to be Dredged

3.4.6 Acceptance Sections

3.5 SURVEYS

3.5.1 General

3.5.2 Contractor Representative

3.5.3 Tide Data

3.5.3.1 Real Time Kinematic (RTK) GPS

3.5.3.2 Kinematic Tidal Datum

3.6 INSPECTION

3.6.1 Quality Assurance Representative (QAR)

3.6.2 Failure to Comply

3.7 FINAL EXAMINATION AND ACCEPTANCE

3.7.1 Final Examination of Work

3.7.2 Bed Leveling

3.7.3 Bed Leveling - Reporting and Documenting

3.7.4 Final Acceptance

3.8 SHOALING

3.9 CONTINUITY OF WORK

3.10 NOISE CONTROL

3.11 DREDGE CERTIFICATION

3.12 GENERAL DREDGING SAFETY REQUIREMENTS

3.12.1 Certification of Attendant and Auxiliary Plant

3.12.2 Minimum Tow-Boat Requirements

3.13 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 35 20 23 Page 2 Revision 0002

SECTION 35 20 23

DREDGING

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all labor, materials, and equipment, and performing all excavation and disposal of all material as specified herein or indicated on the drawings. This scope also includes all necessary measures for protection of the environment.

Environmental protection requirements under this contract are as important to overall completion of the work as other technical aspects. Failure to meet the requirements of these specifications for environmental protection may result in work stoppages or termination for default. No part of the time lost due to any such work stoppages shall be made the subject of claims for extensions of time or for excess costs or damages by the Contractor. If the Contractor fails or refuses to promptly repair any damage caused by violation of the provisions of these specifications, the Contracting Officer may have the necessary work performed and charge the cost thereof to the Contractor.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

EM 1110-1-1000 (1993) Photogrammetric Mapping

EM 1110-1-1002 (1990) Survey Markers and Monumentation

EM 1110-1-1003 (1996) NAVSTAR Global Positioning System Surveying

EM 1110-1-1004 (1994) Deformation Monitoring and Control Surveying

EM 1110-1-2909 (1998; Chg 2) Geospatial Data and Systems

EM 1110-2-1003 (2013) Engineering and Design, Hydrographic Surveying

FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS (FBPSM)

FBPSM Minimum Technical Standards, Chapters 177, 472, 61G17

SECTION 35 20 23 Page 3 Revision 0002

TRI-SERVICE STANDARDS (TSS)

TSS (2006) A/E/C CADD Standards

1.3 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

Notice of Intent to Dredge

Prior to commencement of work on this contract, the Contractor shall notify the Commander, Seventh Coast Guard District of his intended operations to dredge and request that it be published in the Local Notice to Mariners. This notification must be given in sufficient time so that it appears in the Notice to Mariners at least two weeks prior to the commencement of this dredging operation. A copy of the notification shall be provided to the Contracting Officer.

Relocation of Navigation Aids

The Contractor shall not remove, change the location of, obstruct, willfully damage, make fast to, or interfere with any aid to navigation. Within 7 calendar days following receipt of Notice of Award, the Contractor shall notify the Commander, Seventh Coast Guard District, Miami, Florida, of his plan to dredge adjacent to any aids which require relocation to facilitate dredging. The notification shall be sent via Fax to 305-415-6757, ATTN: Mr. Gene Stratten. This notification shall be immediately followed by a formal written request with a copy to the Contracting Officer. The Contractor shall also contact the U.S.

Coast Guard, 305-415-6750, for information concerning the position to which the aids will be relocated.

Dredge Pumpout Capacity

Prior to commencement of work on this contract, the Contractor shall submit to the Contracting Officer their expected maximum pump out rate in CFS and expected maximum daily dischared volume (CF) of the slurry mixture into DMPF 3D.

SD-02 Shop Drawings

Drag Bar ; G, RO

Submit drawings and one photograph showing drag bar equipment used for final leveling work indicated in the paragraph FINAL EXAMINATION AND ACCEPTANCE below.

Acceptance Sections Plan ; G, RO

Submit an acceptance sections plan for approval by the Government prior to commencement of work. See subparagraph

SECTION 35 20 23 Page 4 Revision 0002

"Acceptance Sections" in paragraph REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SIDE SLOPES below.

SD-07 Certificates

Historical Period Shipwreck Sites

The Contractor shall immediately notify the Contracting Officer if any shipwreck, artifact, or other objects of antiquity that have scientific or historical value, or are of interest to the public, are discovered, located, and/or recovered.

Surveys

The Contractor shall give 10 days advance notice, in writing, to the Contracting Officer of the need for a pre-dredging survey or after-dredging survey for final acceptance for each acceptance section.

Daily/Monthly Report of Operations

The Contractor shall prepare on QCS and submit one (1) hard copy of the Daily Report of Operations, using either ENG Form No. 27A or ENG Form No. 4267, for each dredge and/or unloader working.

This report shall be submitted on a daily basis and not in groups (groups = multi-days reports packaged together at one time). In addition to the daily report, the Contractor shall prepare a Monthly Report of Operations for each month or partial month's work on either ENG Form No. 27A or ENG Form No. 4267. The monthly report shall be submitted on or before the 7th of each month, consolidating the previous month's work. Upon completion of the job, the Contractor shall submit a consolidated job report, combining the monthly reports. The Contractor shall distribute one copy of each report to the District Engineer; ATTN:

CESAJ-EN-C; U.S. Army Engineer District, Jacksonville, P.O. Box 4970; Jacksonville, Florida 32232-0019. Reports shall be submitted on a monthly basis with daily reports accompanying the monthly report and job report.

Additionally, one copy of the form(s) shall be maintained by the Contractor on the dredge(s) for the Contracting Officer's inspection purpose. Further instructions on the preparation of the reports will be furnished at the Preconstruction Conference.

Misplaced Material

The Contractor shall notify the U.S. Coast Guard Marine Safety Office of any misplaced material as stated in the Clause OBSTRUCTION OF NAVIGABLE WATERWAYS of Section 00700 CONTRACT CLAUSES in Volume 1.

Declaration of Inspection for Refueling

Refer to paragraph FUEL OIL TRANSFER OPERATIONS below for submittal.

1.4 DREDGING RESTRICTIONS

Due to close proximity of the Peter O. Knight Airport, all construction

SECTION 35 20 23 Page 5 Revision 0002 cranes and other temporary facilities/equipment shall comply with the Federal Aviation Administration requirements. Contractor shall coordinate and obtain FAA approvals from Peter O. Knight Airport in advance of construction activity which will affect the flight envelope for the airport.

1.4.1 Order of Work

There is no specific order of work for this project. The dredging within Port Sutton Turning Basin shall be completed before any other area within the scope of the project. The dredging of Port Sutton Turning Basin shall be completed no later than November 14th, 2017. The dredging performed by all dredges shall be continuous within reaches approved by the Contracting Officer.

1.4.2 Transportation of Material

Water and dredge material shall not be permitted to overflow or spill out of barges or hopper dredges during transport to the disposal site.

1.5 SPECIAL INSTRUCTIONS

1.5.1 Insitu Rock

Dredging of insitu rock is not required; but if encountered, the location and extent of any insitu rock above grade or required depth shall be reported to the Contracting Officer.

1.5.1 Coordination with Concurrent Contract

Another maintenance dredging contract will begin during the execution of this contract and will also utilize upland disposal site DMPF 3D. The Contracting Officer will determine the Contractor with the largest volumetric (CF) discharge per day into upland disposal site DMPF 3D and shall direct this Contractor as having overall management control of DMPF 3D. The Contracting Officer will direct the Contractor when to start and stop overall management of DMPF 3D. While having overall management control of DMPF 3D, the Contractor shall provide routine general inspection of DMPF 3D for erosion, scour, and damage to the embankments;

control the placement of weir riser boards and be solely responsible for meeting turbidity requirements for disposal site DMPF 3D under this contract. The Contractor shall not hinder or impede the work of "Others" while performing routine general inspection and shall only notify the Contracting Officer or the Contracting Officer's Representative if observations of concern are noted during this routine inspection. At the direction of the Contracting Officer, the Contractor shall coordinate transferring overall management control to "Others" in a manner that does not stop or delay any dredging operations under any contracts associated with disposal into DMPF 3D during the transition of control. The Contractor transferring overall management control shall provide written documentation at the time of transfer to the Contracting Officer and to "Others" stating that overall management control of Upland Disposal Area DMPF 3D has been transferred from (Contractor Name) to (Receiving Entity Name) and dated Month, Day, Year & Hour.

1.5.2 Debris Disposal

Due to typical harbor activities, debris such as sand blasting grit, wire rope, metal beams, trash, rope, chain, cable, tires, miscellaneous scrap

SECTION 35 20 23 Page 6 Revision 0002 metal, woody debris, etc., may be encountered in the Ybor Channel, Upper Sparkman Channel, St. Petersburg Harbor Turning Basin and Entrance Channel adjacent to the St. Petersburg Harbor Turning Basin. All such materials shall be brought to the surface and disposed of in a manner approved by the Contracting Officer in a disposal area obtained by the Contractor. A description of the sand blasting grit material can be found in each GDR.

1.6 PUMPING OF BILGES

Contractors are warned that pumping oil or bilge water containing oil into navigable waters, or into areas which would permit the oil to flow into such waters, is prohibited by Section 13 of the River and Harbor Act of 1899, approved 3 March 1899 (30 Stat. 1152; 33 U.S.C. 407). Violation of this prohibition is subject to the penalties under the referenced Acts.

1.7 HISTORICAL PERIOD SHIPWRECK SITES

If any shipwreck, artifact, or other objects of antiquity that have scientific or historical value, or are of interest to the public, are discovered, located, and/or recovered, the Contractor acknowledges that:

a. The site(s), articles, or other materials are the property of the State of Florida, with title vested in the Department of State, Division of Historical Resource; and that,

b. Contractor shall immediately notify the Contracting Officer.

1.8 UTILITY CROSSINGS

1.8.1 General

It is the Contractor's responsibility to investigate the location of all utility crossings. The Contractor shall take precautions against damages which might result from his operations in the vicinity of the utility crossings. If any damage occurs as a result of his operations, the Contractor will be required to suspend dredging until the damage is repaired and approved by the Contracting Officer. Costs of such repairs and downtime of the dredge and attendant plant shall be at the Contractor's expense.

1.9 PERMITS

The Contractor's attention is directed to the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1 and the paragraph PERMITS AND AUTHORIZATIONS of Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.10 FUEL OIL TRANSFER OPERATIONS

In accordance with U.S. Coast Guard regulations (33 CFR 156.120), couplings used in fuel oil transfer operations on any vessel with a capacity of 250 or more barrels of oil shall be either a bolted or full-threaded connection; or a quick-connect coupling approved by the Commandant; or an automatic back-pressure shutoff nozzle used to fuel the vessel. An executed fuel oil transfer (Declaration) form signed by the tanker operator shall be submitted to the Contracting Officer for each refueling operation. The U.S. Coast Guard shall also be notified prior to any refueling. A copy of the Declaration of Inspection for Refueling is on the web site indicated in the paragraph CONSTRUCTION FORMS AND DETAILS

SECTION 35 20 23 Page 7 Revision 0002 below.

1.11 SIGNAL LIGHTS

The Contractor shall display signal lights and conduct operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe or in submarine or bank protection operations, lights to be displayed on dredge pipe lines, 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 in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules: International-Inland (COMDTINST M16672.2), or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 89 (Inland) as applicable.

1.12 NOTICE TO MARINERS -- DREDGING CONTRACTS

Should the Contractor, during operations, encounter any objects on the channel bottom which could be a hazard to navigation, the Contractor shall immediately notify the Contracting Officer as to the location of said object and shall provide any other pertinent information necessary for the Contracting Officer to prepare and issue a Notice to Mariners.

1.13 FINAL CLEANUP

Final cleanup, as stated in the paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK of Section 00700 CONTRACT CLAUSES in Volume 1, shall include the removal of all the Contractor's plant and equipment either for disposal or reuse. Plant and/or equipment and/or materials to be disposed of shall only be disposed in a manner and at locations approved by the Contracting Officer. Unless otherwise approved by the Contracting Officer, the Contractor will not be permitted to abandon any equipment in the disposal area or other areas adjacent to the worksite. Failure to promptly remove all plant, pipeline, equipment, and materials upon completion of the dredging will be considered a delay in the completion of the final cleanup and demobilization work. In such case, the Government will exercise its right as stated in Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1 to remove any plant and/or equipment and/or materials at the Contractor's expense.

1.14 WORK VIOLATIONS

Work done in violation of these specifications or a verbal or written stop order of the Contracting Officer will be considered as unsatisfactory progress for purposes of progress payments in accordance with Clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.15 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SYSTEM (HOPPER DREDGES

AND DUMP SCOWS)

1.15.1…