W912EP21B0011 Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

NAVAL SUBMARINE BASE KINGS BAY - ENTRANCE CHANNEL, MAINTENANCE DREDGING - CUT - 1N THROUGH RANGE-E, 49,45, AND

44-FOOT PROJECT, CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

A.SEECONTINUATION SHEET FORAMENDMENT DETAILS.

B.THE PROPOSAL DUE DATE REMAINS UNCHANGED AT OCTOBER 29, 2021 @ 2:00 P.M. LOCAL TIME..

1. CONTRACT ID CODE PAGE OF PAGES

1 132

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP21B0011

X 9B. DATED (SEE ITEM 11)

03-Sep-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

05-Oct-2021

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

Naval Submarine Base Kings Bay – Entrance Channel, Maintenance Dredging - Cut-1N Through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia & Nassau County, Florida

W912EP21B0011 2 Amendment 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes have been updated with additions noted by underlined text (green in PDF) and deletions noted by line/cross-outs (red in PDF). These text changes pertain only to changes made by this amendment.

DELETE Section 00010A and REPLACE with the attached revised Section 00010A.

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

DELETE Section 01 45 05 and REPLACE with the attached revised Section 01 45 05.

DELETE Section 01 57 20 and REPLACE with the attached revised Section 01 57 20.

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

2. Provides Survey Data as attachments via DOD Safe.

To access files: Please send an email request to Timothy Humphrey at Timothy.G.Humphrey@usace.army.mil and copy Tedra Thompson at Tedra.N.Thompson@usace.army.mil and the attachments will be provided via DOD SAFE for retrieval.

Note: Please specify in the email request what email address your firm would like the attachments sent to for retrieval.

3. DRAWINGS:

DELETE Sheet ID G-01 and REPLACE with the attached revised Sheet ID G-01.

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

DELETE Sheet ID G-04 and REPLACE with the attached revised Sheet ID G-04.

DELETE Sheet ID C-01 and REPLACE with the attached revised Sheet ID C-01.

DELETE Sheet ID C-02 and REPLACE with the attached revised Sheet ID C-02.

DELETE Sheet ID C-03 and REPLACE with the attached revised Sheet ID C-03.

DELETE Sheet ID C-04 and REPLACE with the attached revised Sheet ID C-04.

DELETE Sheet ID C-05 and REPLACE with the attached revised Sheet ID C-05.

DELETE Sheet ID C-06 and REPLACE with the attached revised Sheet ID C-06.

DELETE Sheet ID C-07 and REPLACE with the attached revised Sheet ID C-07.

DELETE Sheet ID C-08 and REPLACE with the attached revised Sheet ID C-08.

DELETE Sheet ID C-09 and REPLACE with the attached revised Sheet ID C-09.

DELETE Sheet ID C-10 and REPLACE with the attached revised Sheet ID C-10.

DELETE Sheet ID C-11 and REPLACE with the attached revised Sheet ID C-11.

DELETE Sheet ID C-12 and REPLACE with the attached revised Sheet ID C-12.

DELETE Sheet ID C-13 and REPLACE with the attached revised Sheet ID C-13.

DELETE Sheet ID C-14 and REPLACE with the attached revised Sheet ID C-14.

DELETE Sheet ID C-15 and REPLACE with the attached revised Sheet ID C-15.

DELETE Sheet ID C-16 and REPLACE with the attached revised Sheet ID C-16.

DELETE Sheet ID C-17 and REPLACE with the attached revised Sheet ID C-17.

DELETE Sheet ID C-18 and REPLACE with the attached revised Sheet ID C-18.

DELETE Sheet ID C-19 and REPLACE with the attached revised Sheet ID C-19.

DELETE Sheet ID C-20 and REPLACE with the attached revised Sheet ID C-20.

DELETE Sheet ID C-21 and REPLACE with the attached revised Sheet ID C-21.

DELETE Sheet ID C-22 and REPLACE with the attached revised Sheet ID C-22.

DELETE Sheet ID C-23 and REPLACE with the attached revised Sheet ID C-23.

DELETE Sheet ID C-24 and REPLACE with the attached revised Sheet ID C-24.

DELETE Sheet ID C-25 and REPLACE with the attached revised Sheet ID C-25.

DELETE Sheet ID C-26 and REPLACE with the attached revised Sheet ID C-26.

DELETE Sheet ID C-27 and REPLACE with the attached revised Sheet ID C-27.

DELETE Sheet ID C-28 and REPLACE with the attached revised Sheet ID C-28.

mailto:Timothy.G.Humphrey@usace.army.mil mailto:Tedra.N.Thompson@usace.army.mil

SF 30 CONTINUATION SHEET

Naval Submarine Base Kings Bay – Entrance Channel, Maintenance Dredging - Cut-1N Through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia & Nassau County, Florida

W912EP21B0011 3 Amendment 0002

DELETE Sheet ID C-29 and REPLACE with the attached revised Sheet ID C-29.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

NAVAL SUBMARINE BASE KINGS BAY - ENTRANCE CHANNEL, MAINTENANCE DREDGING

CUT-1N THROUGH RANGE-E, 49, 45 AND 44-FOOT PROJECT

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND DEMOBILIZATION JOB $_____________

0002 EXCAVATION, UNCLASSIFIED

CUT-1N STA 17+00 TO STA 45+00; (D/A-NB DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 2) 10,000 CUBIC YARD $___________ $_____________

0003 EXCAVATION, UNCLASSIFIED

CUT-1N STA 72+00 TO STA 100+00; (D/A-NB DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 2) 10,000 CUBIC YARD $___________ $_____________

0004 EXCAVATION, UNCLASSIFIED

CUT-1N STA 100+00 TO STA 200+00 (D/A-NB DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 2) 95,000 CUBIC YARD $___________ $_____________

0005 EXCAVATION, UNCLASSIFIED

CUT-1N STA 200+00 TO STA 230+00; (D/A-N DISPOSAL) 80,000

ESTIMATED QUANTITY (SEE NOTE 2) 90,000 CUBIC YARD $___________ $_____________

0006 EXCAVATION, UNCLASSIFIED

CUT-1N STA 230+00 TO STA 340+00; (D/A-O DISPOSAL) 650,000

ESTIMATED QUANTITY (SEE NOTE 2) 700,000 CUBIC YARD $___________ $_____________

0007 EXCAVATION, UNCLASSIFIED,

CUT-1N NORTH SETTLING BASIN

STA 119+00 TOSTA 227+50; RANGE 1250 TO RANGE 1300

(D/A-NB DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 90,000 CUBIC YARD $___________ $_____________

0008 EXCAVATION, UNCLASSIFIED,

RANGE A STA 6+500 TO RANGE A1 STA 10+006.32

RANGE A2 STA 12+005.31

RANGE 1000 TO NORTH RANGE VARIES (EXCEPT FULL

CHANNEL BETWEEN STA 7+500 TO 8+500) 8,500

(D/A-NB DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 9,000 CUBIC YARD $___________ $_____________

0009 EXCAVATION, UNCLASSIFIED,

RANGE B STA 12+005.31 TO STA 15+348.53

RANGE 1000 TO RANGE 1250+ (VARIES)

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 10,000 CUBIC YARD $___________ $_____________

0010 EXCAVATION, UNCLASSIFIED,

0009 RANGE C TO D (INCLUDING WIDENER) STA 18+500 TO 24+700

RANGE 750 TO RANGE 1000 (VARIES)

RANGE C TO D STA 15+348.53 TO STA 15+900 AND

STA 18+500 TO STA 24+700 (INCLUDING WIDENER)

RANGE 1000 TO RANGE VARIES 75,000

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 100,000 CUBIC YARD $___________ $_____________

W912EP21B0011 00010A - 1 AMENDMENT 0002

NAVAL SUBMARINE BASE KINGS BAY - ENTRANCE CHANNEL, MAINTENANCE DREDGING

CUT-1N THROUGH RANGE-E, 49, 45 AND 44-FOOT PROJECT

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0011 EXCAVATION, UNCLASSIFIED,

0010 RANGE D STA 24+700 TO RANGE E STA 31+000 70,000

(D/A-NB DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 60,000 CUBIC YARD $___________ $_____________

0012 EXCAVATION, UNCLASSIFIED,

0011 RANGE E STA 31+000 TO STA 31+800

(D/A-O DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 2) 13,000 CUBIC YARD $___________ $_____________

0013 ENVIRONMENTAL SPECIES MONITORING JOB $_____________

0014 TURBIDITY MONITORING JOB $_____________

0015 MOBILIZATION AND DEMOBILIZATION FOR SEA TURTLE

0014 TRAWL SWEEPING (SEE NOTE 3) JOB $_____________

0016 SEA TURTLE/STURGEON TRAWL SWEEPING AND

0015 RELOCATION (SEE NOTE 3) ESTIMATED QUANTITY 50 DAY $___________ $_____________

0017 SEA TURTLE NON-CAPTURE TRAWL SWEEPING

0016 (SEE NOTE 3) ESTIMATED QUANTITY 50 DAY $___________ $_____________

0018 BEACH TILLING AT NORTH BEACH DISPOSAL AREA (D/A-NB)

0017 ESTIMATED QUANTITY 9.3 ACRE $___________ $_____________

0019 CONSTRUCTION/VIBRATION CONTROLS AND MONITORING

0018 AT NORTH BEACH DISPOSAL AREA (D/A-NB) JOB $_____________

0020 REMEDIATION OF NONCOMPLIANT MATERIAL

0019 ESTIMATED QUANTITY 1 ACRE $___________ $_____________

0021 SCREENING OF UNACCEPTABLE MATERIAL

0020 ESTIMATED QUANTITY 500 CUBIC YARD $___________ $_____________

0022 REMOVAL AND DISPOSAL OF UNACCEPTABLE MATERIAL

0021 ESTIMATED QUANTITY 10 CUBIC YARD $___________ $_____________

0023 STANDBY TIME (SEE NOTE 4) 72 HOUR $___________ $_____________

0024 PARTNERING REGROUP 1 EACH $___________ $_____________

TOTAL BASE (LINE ITEMS 0001 TO 0023 0024) $_____________

W912EP21B0011 00010A - 2 AMENDMENT 0002

NAVAL SUBMARINE BASE KINGS BAY - ENTRANCE CHANNEL, MAINTENANCE DREDGING

CUT-1N THROUGH RANGE-E, 49, 45 AND 44-FOOT PROJECT

CAMDEN COUNTY, GEORGIA & NASSAU COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

OPTION A (ONE LINE ITEM)

0025 BEACH TILLING AND ESCARPMENT REMOVAL AT

0024 FORT CLINCH DISPOSAL AREA (D/A-F, BEACH ONLY,

NOT GROINS) ESTIMATED QUANTITY 5.0 ACRE $___________ $_____________

TOTAL OPTION A (LINE ITEM 0024 0025) $_____________

TOTAL BID (LINE ITEMS 0001 THROUGH 0024 0025) $_____________

NOTES (1) OFFER MUST PRICE ALL LINE ITEMS.

(2) QUANTITY INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(3) SEA TURTLE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING OFFICER. SEE

SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(4) STANDBY TIME IS DEFINED AS WHEN, AT THE DIRECTION OF THE CONTRACTING OFFICER, THE DREDGE IS PUT OUT OF OPERATION FOR REASONS OUTSIDE THE REQUIREMENTS IN THE CONTRACT. SEE SECTION

01 22 00 MEASUREMENT AND PAYMENT.

(5) THE GOVERNMENT RESERVES THE RIGHT TO EXERCISE OPTIONAL ITEMS ANYTIME PRIOR TO DEMOBILIZATION OF EQUIPMENT. SEE CLAUSE 52.217-7 (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.

W912EP21B0011 00010A - 3 AMENDMENT 0002

Naval Submarine Base Kings Bay - Entrance Channel, M/D - Cut-1N Through Range-E, 49, 45, and 44-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 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Mobilization and Demobilization (Line Item 0001)

1.4.2 Environmental Species Monitoring (Line Item 0013)

1.4.3 Turbidity Monitoring (Line Item 0014)

1.4.4 Mobilization and Demobilization for Sea Turtle Trawl Sweeping

(Line Item 0015)

1.4.5 Construction/Vibration Controls and Monitoring at North Beach

Disposal Area (D/A-NB) (Line Item 0019)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified (Line Items 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011 and 0012)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Sea Turtle/Sturgeon Trawl Sweeping and Relocation (Line Item

0016)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Sea Turtle Non-Capture Trawl Sweeping (Line Item 0017)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Beach Tilling at North Beach Disposal Area (D/A-NB) (Line

Item 0018)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Remediation of Noncompliant Material (Line Item 0020)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Screening of Unacceptable Material (Line Item 0021)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Removal and Disposal of Unacceptable Material (Line Item 0022)

1.5.7.1 Payment

SECTION 01 22 00 Page 1 W912EP21B0011 Amendment 0002

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Standby Time (Line Item 0023)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Partnering Regroup (Line Item 0024)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Beach Tilling and Escarpment Removal at Fort Clinch Disposal

Area (D/A-F) (Line Item 0025)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 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

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

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) Hydrographic Surveying

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

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 Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

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. Submit the following preconstruction submittal items no later than 30 calendar

SECTION 01 22 00 Page 3 days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.4 JOB 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 job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. 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 the mobilization, demobilization, and establishment of initial project management and coordination. See Clause PAYMENT FOR MOBILIZATION of Section 00700 CONTRACT CLAUSES in Volume 1.

1.4.2 Environmental Species Monitoring (Line Item 0012 0013 )

Payment will be made for costs associated with or incidental to environmental monitoring of species. See Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0013 0014 )

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.

SECTION 01 22 00 Page 4

1.4.4 Mobilization and Demobilization for Sea Turtle Trawl Sweeping (Line Item 0014 0015 )

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.

1.4.5 Construction/Vibration Controls and Monitoring at North Beach Disposal Area (D/A-NB) (Line Item 0018 0019 )

Payment will be made for costs associated with or incidental to the protection of existing structures from construction activities and monitoring at D/A-NB. See Section 02 22 13 VIBRATION MONITORING

REQUIREMENTS FOR EXISTING STRUCTURES.

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, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010 , and 0011 and 0012 )

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, and debris removal, installation, operation or maintenance of the electronic tracking system for surveillance of all dredging and disposal activities, escarpment removal, bird monitoring and monitoring sea turtle nesting. See Sections 35 20 23 DREDGING and 01 57 20 ENVIRONMENTAL

PROTECTION.

b. Insofar as consistent with the paragraph CONTINUITY OF WORK of Section 35 20 23 DREDGING, monthly partial payments will be based on the 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 CONTINUITY OF WORK paragraph is defined as "acceptance section".

c. Hydrographic surveys for final measurement and payment, 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 survey notes indicated in the drawings and will remain consistent throughout the contract.

SECTION 01 22 00 Page 5

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. The volume computed shall be between the bottom surface shown by the soundings taken within 2 weeks before dredging and the bottom surface shown by the soundings taken within 2 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/Sturgeon Trawl Sweeping and Relocation (Line Item 0015 0016 )

1.5.2.1 Payment

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

1.5.2.2 Measurement

Sea Turtle/Sturgeon Trawl Sweeping and Relocation 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 trawl sweeping as described in Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.2.3 Unit of Measure

Day.

1.5.3 Sea Turtle Non-Capture Trawl Sweeping (Line Item 0016 0017 )

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to Sea Turtle

SECTION 01 22 00 Page 6

Non-Capture Trawl Sweeping. These prices shall include costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear sea turtles from in the vicinity of the dredge, and shall include the costs of reporting as specified. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.5.3.2 Measurement

Sea Turtle Non-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 trawl sweeping as described in Section 01 57 20

ENVIRONMENTAL PROTECTION.

1.5.3.3 Unit of Measure

Day.

1.5.4 Beach Tilling at North Beach Disposal Area (D/A-NB) (Line Item 0017 0018 )

1.5.4.1 Payment

Payment will be made for costs associated with or incidental to Beach Tilling only. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 23

DREDGING.

1.5.4.2 Measurement

Measurement will be by the acre tilled.

1.5.4.3 Unit of Measure

Acre.

1.5.5 Remediation of Noncompliant Material (Line Item 0019 0020 )

1.5.5.1 Payment

Payment will be made for costs associated with or incidental to remediation of noncompliant beach disposal material determined by the Contracting Officer to have originated in the beach quality dredge area.

Remediation procedures for noncompliant material are indicated in QUALITY CONTROL FOR BEACH PLACEMENT OF SAND of Section 35 20 23 DREDGING. No payment will be made for remediation of noncompliant material resulting from over-excavation or excavation outside limits of dredging.

1.5.5.2 Measurement

Remediation will be measured for payment by the acre of noncompliant material blended with adjacent material or dispersed among the fill template in 10,000 square foot segments.

1.5.5.3 Unit of Measure

Acre.

SECTION 01 22 00 Page 7

1.5.6 Screening of Unacceptable Material (Line Item 0020 0021 )

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to screening of unacceptable material as determined by the Contracting Officer to have originated in the beach quality dredge area. Screening of unacceptable material shall be of the Contractor's design to ensure the quality of beach placement of sand as specified in paragraph QUALITY CONTROL FOR BEACH PLACEMENT OF SAND of Section 35 20 23 DREDGING. No payment will be made for screening of unacceptable material resulting from overexcavation or excavation outside the limits of the borrow area.

1.5.6.2 Measurement

Screening of unacceptable material will be measured for payment by the volume screened. The estimated volume in Section 00010A LINE ITEMS AND PRICING SCHEDULE assumes the area to be screened is 10,000 square feet with 2.7-foot depth of cut.

1.5.6.3 Unit of Measure

Cubic Yard.

1.5.7 Removal and Disposal of Unacceptable Material (Line Item 0021 0022 )

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to removal of in place unacceptable material after it has been screened from the beach fill placement area and determined by the Contracting Officer to have originated in the borrow area. Removal procedures for unacceptable material shall be of the Contractor's own design and ensure the quality of material placed. No payment will be made for remediation of unacceptable material resulting from overexcavation or excavation outside the limits of the borrow area.

1.5.7.2 Measurement

Removal of unacceptable material will be measured for payment by the volume of trucking and disposal.

1.5.7.3 Unit of Measure

Cubic Yard.

1.5.8 Standby Time (Line Item 0022 0023 )

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item. Standby time is defined as when, at the direction of the Contracting Officer, the dredge is put out of operation for reasons outside the requirements in the contract.

1.5.8.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured

SECTION 01 22 00 Page 8 for payment by each hour, or part thereof, that the plant is not in operation.

1.5.8.3 Unit of Measure

Hour.

1.5.9 Partnering Regroup (Line Item 0023 0024 )

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to conducting a partnering regroup. See Section 01 30 00 ADMINISTRATIVE PROCEDURES.

The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action.

1.5.9.2 Measurement

The basis for payment will be for the completion of each partnering regroup meeting and Government receipt of all completed work products.

1.5.9.3 Unit of Measure

Each.

1.5.10 Beach Tilling and Escarpment Removal at Fort Clinch Disposal Area (D/A-F) (Line Item 0024 0025 )

1.5.10.1 Payment

Payment will be made for costs associated with or incidental to Beach Tilling only. See Sections 01 57 20 ENVIRONMENTAL PROTECTION and 35 20 23

DREDGING.

1.5.10.2 Measurement

Measurement will be by the acre tilled.

1.5.10.3 Unit of Measure

Acre.

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

SECTION 01 22 00 Page 9 invoices and quantity measurements to support all requested earnings.

Ensure that sum of payment activities do not exceed contract award CLIN funding amounts, or "unbalanced" CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause 52.232-5(b)(1), submit the following in the request for progress payment:

a. Approved construction schedule.

b. Up-to-date payroll records.

c. Current submittal register.

d. Professional Land Surveyor Report and supporting data for quantity survey.

e. QA/QC deficiency tracking list.

f. Progress surveys.

g. Environmental reports.

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

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 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 05

DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 RESIDENT MANAGEMENT SYSTEM (RMS)

1.1.1 Help Support

1.2 DEFINITIONS

1.2.1 Project Manager/Superintendent

1.2.2 Quality Control System Manager

1.2.3 Safety Officer

1.2.4 Endangered Species Monitor

1.2.5 Qualified Scheduler

1.3 REFERENCES

1.4 SUBMITTALS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL

3.2 QUALITY CONTROL PLAN

3.2.1 General

3.2.1.1 CQC Plan Resubmittal

3.2.1.2 Failure

3.2.2 Content of the CQC Plan

3.2.3 Acceptance of Plan

3.2.4 Notification of Changes

3.3 COORDINATION MEETING

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 General

3.4.2 CQC System Manager

3.4.3 Qualified Scheduler

3.4.4 CQM-C Training Requirement

3.4.5 Surveyor

3.4.6 Organizational Changes

3.5 SUBMITTALS AND DELIVERABLES

3.6 CONTROL

3.6.1 Preparatory Phase

3.6.2 Initial Phase

3.6.3 Follow-up Phase

3.6.4 Additional Preparatory and Initial Phases

3.7 TESTS/TESTING PROCEDURE

3.8 COMPLETION INSPECTION

3.8.1 Post-Construction Measurement and Inspection

3.8.2 Pre-Final Inspection

3.8.3 Final Inspection

3.9 DOCUMENTATION

SECTION 01 45 05 Page 1

3.10 NOTIFICATION OF COMPLIANCE

3.11 SAMPLE FORMS

-- End of Section Table of Contents --

SECTION 01 45 05 Page 2

SECTION 01 45 05

DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 RESIDENT MANAGEMENT SYSTEM (RMS)

Use the most currently approved version of Government-furnished RMS Contractor Mode software as indicated in Section 01 45 00 RESIDENT

MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM).

1.1.1 Help Support

Contractor should contact following help phone numbers for assistance.

Step 1 - Call your Area Office RMS Administrator:

Area Office RMS Administrators:

North Florida - 904-232-3818 South Florida - 561-308-2116 San Juan - 787-729-6901/787-729-6833

Step 2 - Submit a ticket via the RMS support website. Tickets can be submitted at rms.usace.army.mil.

1.2 DEFINITIONS

1.2.1 Project Manager/Superintendent

Highest level manager located onsite and responsible for dredging, disposal, berm construction and related activities, including but not limited to the following: production, quality control, safety, turbidity monitoring, endangered species monitoring and environmental protection.

1.2.2 Quality Control System Manager

A person assigned duties to manage Contractor's Quality Control (CQC) system. CQC System Manager must have written delegated authority sufficient to stop work that is not in compliance with contract.

1.2.3 Safety Officer

Person assigned responsibility for site safety management. The Safety Officer must have no other duties. See Section 01 35 26 GOVERNMENTAL

SAFETY REQUIREMENTS.

1.2.4 Endangered Species Monitor

The person assigned for identifying regulatory protected wildlife and advising the Contractor in modifying operations to protect identified species or prevent damage to their habitat must have acceptable qualifications and demonstrated ability. Refer to Section 01 57 20

ENVIRONMENTAL PROTECTION.

SECTION 01 45 05 Page 3

1.2.5 Qualified Scheduler

Person assigned responsibility for the preparation of the schedule, all required schedule updates, and preparation of all required schedule reports.

1.3 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1180-1-6 (1995) Construction Quality Management

Corps of Engineers publication(s) Internet location site is:

http://www.publications.usace.army.mil/.

1.4 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Quality Control Plan ; G, RO

SD-07 Certificates

Letter of Authority

Personnel Qualifications ; G, RO

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 GENERAL

The Contractor is responsible to plan and execute quality control in accordance with ER 1180-1-6 and establish and maintain an effective quality control system in compliance with the Clause INSPECTION OF CONSTRUCTION of Section 00700 CONTRACT CLAUSES in Volume 1. The quality control system must consist of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. Project Manager/Superintendent is responsible for quality of work and is subject to removal by the Contracting Officer for non-compliance with contract quality requirements. The Project Manager/Superintendent must be on site at all times, except as otherwise approved by the Contracting Officer.

SECTION 01 45 05 Page 4

3.2 QUALITY CONTROL PLAN

3.2.1 General

No later than 30 calendar days after Notice to Proceed, submit a written CQC Plan for review and acceptance by the Contracting Officer. CQC Plan submittal will be reviewed by Contracting Officer and discussed in detail at a Coordination Meeting (see paragraph COORDINATION MEETING below). CQC Plan must identify organization chart, personnel, procedures, control methods, instructions, tests, records, and forms to be used. Contracting Officer may accept an Interim CQC Plan under a conditional acceptance for first 30 calendar days of operation. Submit no later than 30 calendar days after commencement of work, an acceptable overall CQC Plan.

3.2.1.1 CQC Plan Resubmittal

No construction will be allowed to start until an Interim CQC Plan is conditionally accepted. When an "interim CQC Plan" is conditionally accepted, revise and resubmit overall project CQC Plan for Contracting Officer's acceptance. When Contractor is working under an Interim CQC Plan, until Contractor submits an acceptable final CQC Plan, Contracting Officer may retain funds from progress payments in accordance with Clause PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES in Volume 1. When no acceptable CQC Plan is resubmitted within a reasonable time, as determined by Contracting Officer, Contracting Officer may order Contractor to stop work until such time as a CQC Plan is accepted. Such a directed stop work order must not be considered a suspension of work under Clause SUSPENSION OF WORK of Section 00700 CONTRACT CLAUSES in Volume 1. No pay or construction period adjustments will be allowed as a result of a directed stop work order based on Contractor inability to plan quality control in a manner acceptable to Contracting Officer.

3.2.1.2 Failure

Failure to comply with above requirements within time prescribed will be considered a condition endangering contract performance and may be considered grounds for termination of contract in accordance with Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

3.2.2 Content of the CQC Plan

a. Describe Quality Control Organization: Include an organization chart with lines of authority and reporting. See Section 01 57 20 ENVIRONMENTAL PROTECTION for Endangered Species Monitor qualifications.

b. Definable Features of Work: Provide a list to be agreed upon during the Coordination Meeting.

c. Personnel Qualifications : Submit names, qualifications (in resume format), duties, responsibilities, and authorities for Project Manager/Superintendent, CQC System Manager, Safety Officer, Endangered Species Monitor, Professional Surveyor and Mapper or Registered Land Surveyor and of each person assigned a CQC function. If included, see paragraph LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR SUBCONTRACTORS of Section 00800 SPECIAL REQUIREMENTS in Volume 1.

d. Letter of Authority : Letter to CQC System Manager signed by an

SECTION 01 45 05 Page 5 authorized Contractor official which describes responsibilities and delegates sufficient authorities to perform functions of the CQC System Manager, including authority to stop work not in compliance with contract.

e. Submittal Control: Procedures for scheduling, reviewing, certifying, and managing submittals. These procedures must be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

f. Testing: Control, verification, turbidity monitoring, and field testing procedures. Provide a list of specific instruments and tests. Provide information including work being tested, test frequency, and identify who (Contractor, Subcontractor) is responsible for each test. COE certified laboratory facilities will be approved by the Contracting Officer).

g. Three Phase Control: Procedures to implement three phase quality control and inspection system. Procedures to plan and document preparatory, initial, and follow-up control phases.

h. Deficiency Tracking: Procedures for tracking construction deficiencies from identification and steps for acceptable corrective action. Establish procedures to verify that deficiencies have been corrected and document correction.

i. Reports and Forms: Reporting procedures, including proposed reporting formats and sample forms.

j. Table of Contents: Pages of QC plan must be numbered, including appendices. Table of contents must be provided. Sections of the plan and all appendices must be indexed in the table of contents.

3.2.3 Acceptance of Plan

Conditional acceptance of the Contractor's Interim CQC Plan is required prior to starting dredging or other construction activities. Contracting Officer's acceptance is conditional and is contingent on satisfactory performance during construction. The Contracting Officer reserves the right to require the Contractor to make changes in the CQC Plan and construction operations, including removal of personnel.

3.2.4 Notification of Changes

Notify Contracting Officer in writing a minimum of 30 calendar days prior to proposed personnel or CQC Plan procedure changes. Proposed changes are subject to Contracting Officer acceptance.

3.3 COORDINATION MEETING

Refer to Section 01 30 00 ADMINISTRATIVE PROCEDURES. Contracting Officer will schedule a Coordination Meeting where Contractor personnel and Contracting Officer personnel will develop a mutual understanding of how Contractor's Quality Control works with Contracting Officer's Quality Assurance. CQC Plan will be discussed in detail, including forms for recording CQC operations, control activities, testing, and administration of the system for both onsite and offsite work. Contractor quality control for production, measurement and payment, safety, turbidity monitoring, plant and equipment location, monitoring, endangered species monitoring, environmental protection and supervision by Quality Control

SECTION 01 45 05 Page 6 personnel, and the joint Risk Management plan and register will be discussed. Meeting minutes will be prepared by Contracting Officer and signed by Contractor and Contracting Officer. The minutes must become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system, or procedures requiring corrective action.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 General

CQC organization must have a CQC System Manager and sufficient number of additional qualified personnel to ensure contract quality control for workmanship and materials, including safety and environmental protection compliance. Designate Safety Officer and qualified Endangered Species Monitor who must serve as a member of CQC staff. Provide office space, computer hardware and software, filing systems and other resources as necessary to maintain an effective CQC organization. CQC organization must be responsible to maintain documentation and records onsite, unless approved by the Contracting Officer.

3.4.2 CQC System Manager

Identify an individual, employed by Contractor, within onsite organization who must be responsible for CQC management. CQC System Manager must have authority to act in all CQC matters for the Contractor. CQC System Manager must be an experienced dredging or construction person with a minimum of 3 years in similar work. Identify an alternate person to serve as CQC System Manager during actual CQC System Manager's absences.

Designated alternate must be a construction person with a minimum three years experience on similar projects and must meet CQM-C Training requirement below. CQC System Manager or a designated alternate must be onsite during construction. CQC System Manager must have no other duties assigned. CQC System Manager must report to management level above Superintendent.

3.4.3 Qualified Scheduler

Provide a Qualified Scheduler who will be responsible for the preparation of the schedule and all required updating and preparation of reports. The Qualified Scheduler must be part of the QC Staff. The resume of the Qualified Scheduler must be provided as part of the QC Plan for Government review and acceptance. The scheduler must be experienced in scheduling and have previously developed, created, and maintained at least 2 electronic schedules for projects similar in nature and complexity to this project. The scheduler must be experienced in the use of scheduling software that meets the requirements this contract and is used by the Contractor.

3.4.4 CQM-C Training Requirement

CQC System Manager must have completed U.S. Army Corps of Engineers (COE) course Construction Quality Management for Contractors (CQM-C) within the previous five years. A completion certificate from any Corps District or Naval Facilities Command is acceptable. In event proposed CQC System Manager has not completed CQM-C training, they must complete the CQM-C course prior to commencement of work. The Contractor will not be permitted to commence work until these training requirements have been

SECTION 01 45 05 Page 7 satisfied. Any delays attributable to the Contractor's failure to comply with these pre-work requirements must be at the Contractor's expense and may be cause for remedial action by the Contracting Officer. Information regarding CQM-C course can be obtained by contacting Chief, Quality Assurance Branch at 904-232-1269.

3.4.5 Surveyor

Survey, topographic survey, and hydrographic survey must be performed by persons working under direct supervision of a Professional Surveyor and Mapper (PSM) or Registered Land Surveyor (RLS) registered in the State of Florida or Georgia. PSM or RLS must certify field notes, computations, and other records relating to quantity or as-built survey.

3.4.6 Organizational Changes

When CQC staff changes are needed, revise CQC Organization Chart in CQC Plan to reflect changes and submit the changes to Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Prepare and transmit submittals as specified in Section 01 33 00 SUBMITTAL PROCEDURES. CQC organization must certify submittals comply with contract requirements. Items delivered to Contracting Officer must be controlled, packaged, transported and stored in a manner to prevent damage or loss.

3.6 CONTROL

Contractor's Quality Control is the means by which Contractor ensures construction, including that of subcontractors, complies with contract.

Conduct Preparatory Phase and Initial Phase meetings for each definable feature of work (refer to Section 01 30 00 ADMINISTRATIVE PROCEDURES).

Acceptance sections will be determined at the Preconstruction Conference by agreement between the Contracting Officer and the Contractor. Perform three phases of control for each definable feature of work as follows:

3.6.1 Preparatory Phase

This phase must be performed prior to beginning work on each definable feature of work. Notify Contracting Officer at least 24 hours in advance of beginning Preparatory Control Phase. Ensure proposed plans, activity hazard analyses, permits and submittals, are approved and copies are onsite. Conduct a Preparatory Phase meeting headed by CQC System Manager and attended by Superintendent, other CQC personnel, and foreman responsible for supervising workmanship for definable feature of work.

Document Preparatory Phase actions using Preparatory Phase Checklist and meeting minutes prepared by CQC System Manager. Preparatory Phase checklist is in the RMS software. Attach checklist and minutes to Contractor's Quality Control (CQC) report. Preparatory Phase actions include:

a. Review each paragraph of specifications. Make copies available for use by Contracting Officers personnel and Contractor CQC staff at Preparatory Phase meeting. Maintain copies available until final acceptance of the work.

b. Review of contract drawings.

SECTION 01 45 05 Page 8

c. Check to assure that plant and/or equipment have been inspected, tested, submitted, and approved.

d. Review provisions that have been made to provide required quality control inspection and testing.

e. Examine work area to assure required preliminary work is complete and in compliance with contract.

f. Review of activity hazard analysis to assure safety requirements are met.

g. Discuss procedures for controlling quality of work. Document construction tolerances and workmanship standards for that feature of work.

h. Check to ensure that portion of CQC Plan for new work to be performed has been accepted by Contracting Officer.

i. Check that previous work or acceptance sections required to start new work have been completed.

j. Review requirements under permits, environmental protection and protection of environmental species.

k. Discuss initial control phase (workmanship).

3.6.2 Initial Phase

Notify Contracting Officer at least 24 hours in advance of beginning the Initial Phase. Initial Phase is workmanship oriented and must be accomplished at beginning physical work on each acceptance section.

Document Initial Phase Meeting using an Initial Phase Checklist and attach the checklist and meeting minutes to the Contractor's Quality Control (CQC) Report. Initial Phase actions include:

a. Check preliminary work to ensure that it complies with contract. Review minutes of preparatory meeting.

b. Verify adequacy of turbidity…