W912EP-16-B-0010_Amendment_0005.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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

U.S. NAVAL STATION KINGS BAY, MAINTENANCE DREDGING, ENTRANCE CHANNEL, CUT-1N THROUGH RANGES-E, 49, 45, AND 44-FOOT

PROJECT, CAMDEN COUNTY, GA AND NASSAU COUNTY, FL

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS.

B. THE BID OPENING DATE REMAINS UNCHANGED @ NOVEMBER 22, 2016 @ 2:00 P.M. EST.

ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED

1. CONTRACT ID CODE PAGE OF PAGES

1 58

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 W912EP-16-B-0010

X 9B. DATED (SEE ITEM 11)

14-Oct-2016

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, 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

18-Nov-2016

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 CODE CODE

EMAIL: TEL:

X

SF 30 CONTINUATION SHEET

U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Ranges-E, 49, 45, and 44-Foot Project, Camden County, GA and Nassau County, FL

W912EP-16-B-0010 2 Amendment 0005

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 – Contract Documents:

DELETE Alternative A Section 00010A Line Items and Pricing Schedule and REPLACE with attached revised Section 00010A.

DELETE Alternative B Section 00010A Line Items and Pricing Schedule and REPLACE with attached revised Section 00010A.

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

2. DRAWINGS:

N/A

(End of Summary of Changes)

W9112EP-16-B-0010 00010A - 1 Am0005

Section 00010A -- Line Items and Pricing Schedule U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

ALTERNATIVE A: Maintenance Dredging of Entrance Channel Project Cut-1N through Range-E and disposal at Fort Clinch (D/A-F), Fernandina Nearshore (D/A-N), Fernandina ODMDS (D/A-O), and North Beach (D/A-NB South, from R-27 to R-33)

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $_____________

0002 FORT CLINCH PRE-PLACEMENT DEBRIS REMOVAL 100 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

EXCAVATION, UNCLASSIFIED

CUT-1N STA 75+00 TO STA 100+00; (D/A-N DISPOSAL)

LINE ITEMS 0003 AND 0004 BELOW.

0003 UP TO 15,000 CUBIC YARDS, 15,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0004 FROM 15,001 CUBIC YARDS TO 50,000 CUBIC YARDS, 35,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

CUT-1N STA 100+00 TO STA 200+00

(D/A-F AND D/A-NB SOUTH DISPOSAL)

LINE ITEMS 0005 AND 0006 BELOW.

0005 UP TO 100,000 CUBIC YARDS TO D/A-F, ESTIMATED 100,000 CUBIC YARD $___________ $_____________

QUANTITY (SEE NOTE 3)

0006 FROM 100,001 CUBIC YARDS TO 150,000 CUBIC YARDS 50,000 CUBIC YARD $___________ $_____________

TO D/A-NB SOUTH, ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

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

LINE ITEMS 0007 AND 0008 BELOW.

0007 UP TO 140,000 CUBIC YARDS, 140,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0008 FROM 140,001 CUBIC YARDS TO 200,000 CUBIC YARDS, 60,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

CUT-1N STA 230+00 TO STA 360+00; (D/A-O DISPOSAL)

LINE ITEMS 0009, 0010, AND 0011 BELOW.

0009 UP TO 400,000 CUBIC YARDS, 400,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

W9112EP-16-B-0010 00010A - 2 Am0005

0010 FROM 400,001 CUBIC YARDS TO 600,000 CUBIC YARDS, 200,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

Section 00010A -- Line Items and Pricing Schedule U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0011 FROM 600,001 CUBIC YARDS TO 800,000 CUBIC YARDS, 200,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0012 EXCAVATION, UNCLASSIFIED 150,000 CUBIC YARD $___________ $_____________

CUT-1N NORTH SETTLING BASIN, STA 119+00

TO STA 227+50; (D/A-NB SOUTH DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 3)

0013 EXCAVATION, UNCLASSIFIED, 30,000 CUBIC YARD $___________ $_____________

RANGE A STA 6+500 TO RANGE A2 STA 12+005.31

(D/A-NB SOUTH DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 3)

0014 EXCAVATION, UNCLASSIFIED, 30,000 CUBIC YARD $___________ $_____________

RANGE B STA 12+005.31 TO STA 15+304.85

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

RANGE D STA 24+700 TO RANGE E STA 31+800

(D/A-NB SOUTH AND D/A-N DISPOSAL)

LINE ITEMS 0015, 0016 AND 0017 BELOW.

0015 UP TO 75,000 CUBIC YARDS TO D/A-NB SOUTH 75,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0016 FROM 75,001 CUBIC YARDS TO 130,000 CUBIC YARDS 55,000 CUBIC YARD $___________ $_____________

TO D/A-NB SOUTH; ESTIMATED QUANTITY (SEE NOTE 3)

0017 FROM 130,001 CUBIC YARDS TO 150,000 CUBIC YARDS 20,000 CUBIC YARD $___________ $_____________

TO D/A-N; ESTIMATED QUANTITY (SEE NOTE 3)

0018 * ENDANGERED SPECIES MONITORING * 1 LUMP SUM $_____________

0019 TURBIDITY MONITORING 1 LUMP SUM $_____________

0020 MOBILIZATION AND DEMOBILIZATION FOR NON-CAPTURE

SEA TURTLE TRAWL SWEEPING 1 LUMP SUM $_____________

0021 SEA TURTLE NON-CAPTURE TRAWL SWEEPING, 100 DAY $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 4)

BEACH TILLING; LINE ITEMS 0022 AND 0023 BELOW.

0022 AT D/A-F DISPOSAL AREA (BEACH ONLY, NOT GROINS) 3.0 ACRE $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 5)

W9112EP-16-B-0010 00010A - 3 Am0005

0023 AT D/A-NB SOUTH DISPOSAL AREA; R-27 TO R-33 13.5 ACRE $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 5)

Section 00010A -- Line Items and Pricing Schedule U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0024 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

0025 SCREENING OF UNACCEPTABLE MATERIAL 500 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

0026 REMOVAL AND DISPOSAL OF UNACCEPTABLE MATERIAL 5 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

CONSTRUCTION/VIBRATION CONTROLS AND

MONITORING; LINE ITEMS 0027 AND 0028 BELOW.

0027 AT D/A-F DISPOSAL AREA 1 LUMP SUM $_____________

0028 AT D/A-NB SOUTH DISPOSAL AREA; R-27 TO R-33 1 LUMP SUM $_____________

0029 STANDBY TIME (SEE NOTE 7) 72 HOUR $___________ $_____________

TOTAL (ALTERNATIVE A) $_____________

LINE ITEMS 0001 THRU 0029 (SEE NOTE 8)

W9112EP-16-B-0010 00010A - 4 Am0005

U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

NOTES (1) SEE SECTION 00100, "INSTRUCTIONS TO OFFERERS."

(2) BIDDERS MUST PRICE ALL LINE ITEMS. SEE PROVISION 52.214-18 OF SECTION 00100, "PREPARATION OF

BIDS - CONSTRUCTION".

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

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(4) SEA TURTLE NON-CAPTURE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING

OFFICER. SEE PARAGRAPH 3.1.5.8 OF SECTION 01 57 20.

(5) ACTUAL QUANTITY OF BEACH TILLING MAY VARY FROM ESTIMATED QUANTITY. SEE PARAGRAPH 3.1.5.10c

OF SECTION 01 57 20.

(6) ACTUAL QUANTITIES MAY VARY.

(7) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION BY REQUEST OF THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S REPRESENTATIVE. STANDBY TIME SHALL BE UTILIZED

* ONLY DUE TO ENDANGERED (OR THREATENED) SPECIES TAKES (EST) OR CONSULTATION EFFORTS, BUT NOT DUE TO * ADVERSE WEATHER CONDITIONS OR MECHANICAL/OPERATIONAL ISSUES WITH THE CONTRACTOR'S PLANT. THIS LINE ITEM IS NOT SUBJECT TO VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR THE ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER SUBSEQUENT TO THE INITIAL 24-HOUR PERIOD FOLLOWING AN EST (FOR WHICH CONSIDERATION WILL NOT BE PROVIDED). ADDITIONALLY, IF IT IS SUBSEQUENTLY

DETERMINED BY THE GOVERNMENT THAT THE TAKE(S) RESULTED FROM IMPROPER OPERATIONAL

PROCEDURES, CONSIDERATION MAY BE WITHHELD BY THE GOVERNMENT.

(8) THE GOVERNMENT INTENDS TO AWARD A SINGLE CONTRACT FROM THIS SOLICITATION FOR EITHER ALTERNATIVE A OR ALTERNATIVE B. THE GOVERNMENT WILL EVALUATE ALL BIDS AND AWARD WILL BE MADE CONTINGENT UPON AVAILABLE FUNDING WHICH WILL BE ANNOUNCED AT THE TIME OF BID OPENING. THE BID GUARANTEE AMOUNT SHALL BE BASED ON THE CONTRACTOR'S TOTAL BID FOR THE HIGHEST PRICED ALTERNATIVE. BIDDER WILL BE REQUIRED TO SUBMIT PRICES ON ALL LINE ITEMS ON THE BID SCHEDULE; FAILURE TO DO SO WILL RENDER THE BID NON-RESPONSIVE.

W9112EP-16-B-0010 00010A - 1 Am0005

U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

ALTERNATIVE B: Maintenance Dredging of Entrance Channel Project Cut-1N through Range-E and disposal at Fort Clinch (D/A-F), Fernandina Nearshore (D/A-N), Fernandina ODMDS (D/A-O), and North Beach (D/A-NB North, from R-13 to R-20)

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION 1 LUMP SUM $_____________

0002 FORT CLINCH PRE-PLACEMENT DEBRIS REMOVAL 100 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

EXCAVATION, UNCLASSIFIED

CUT-1N STA 75+00 TO STA 100+00; (D/A-N DISPOSAL)

LINE ITEMS 0003 AND 0004 BELOW.

0003 UP TO 15,000 CUBIC YARDS, 15,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0004 FROM 15,001 CUBIC YARDS TO 50,000 CUBIC YARDS, 35,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

CUT-1N STA 100+00 TO STA 200+00

(D/A-F AND D/A-NB NORTH DISPOSAL)

LINE ITEMS 0005 AND 0006 BELOW.

0005 UP TO 100,000 CUBIC YARDS TO D/A-F, ESTIMATED 100,000 CUBIC YARD $___________ $_____________

QUANTITY (SEE NOTE 3)

0006 FROM 100,001 CUBIC YARDS TO 150,000 CUBIC YARDS 50,000 CUBIC YARD $___________ $_____________

TO D/A-NB NORTH, ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

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

LINE ITEMS 0007 AND 0008 BELOW.

0007 UP TO 140,000 CUBIC YARDS, 140,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0008 FROM 140,001 CUBIC YARDS TO 200,000 CUBIC YARDS, 60,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

CUT-1N STA 230+00 TO STA 360+00; (D/A-O DISPOSAL)

LINE ITEMS 0009, 0010, AND 0011 BELOW.

0009 UP TO 400,000 CUBIC YARDS, 400,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

W9112EP-16-B-0010 00010A - 2 Am0005

0010 FROM 400,001 CUBIC YARDS TO 600,000 CUBIC YARDS, 200,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

Section 00010A -- Line Items and Pricing Schedule U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0011 FROM 600,001 CUBIC YARDS TO 800,000 CUBIC YARDS, 200,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0012 EXCAVATION, UNCLASSIFIED 150,000 CUBIC YARD $___________ $_____________

CUT-1N NORTH SETTLING BASIN, STA 119+00

TO STA 227+50; (D/A-NB NORTH DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 3)

0013 EXCAVATION, UNCLASSIFIED, 30,000 CUBIC YARD $___________ $_____________

RANGE A STA 6+500 TO RANGE A2 STA 12+005.31

(D/A-NB NORTH DISPOSAL)

ESTIMATED QUANTITY (SEE NOTE 3)

0014 EXCAVATION, UNCLASSIFIED, 30,000 CUBIC YARD $___________ $_____________

RANGE B STA 12+005.31 TO STA 15+304.85

(D/A-N DISPOSAL) ESTIMATED QUANTITY (SEE NOTE 3)

EXCAVATION, UNCLASSIFIED

RANGE D STA 24+700 TO RANGE E STA 31+800

(D/A-NB NORTH AND D/A-N DISPOSAL)

LINE ITEMS 0015, 0016, AND 0017 BELOW.

0015 UP TO 75,000 CUBIC YARDS TO D/A-NB NORTH 75,000 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 3)

0016 FROM 75,001 CUBIC YARDS TO 130,000 CUBIC YARDS 55,000 CUBIC YARD $___________ $_____________

TO D/A-NB NORTH; ESTIMATED QUANTITY (SEE NOTE 3)

0017 FROM 130,001 CUBIC YARDS TO 150,000 CUBIC YARDS 20,000 CUBIC YARD $___________ $_____________

TO D/A-N; ESTIMATED QUANTITY (SEE NOTE 3)

0018 * ENDANGERED SPECIES MONITORING * 1 LUMP SUM $_____________

0019 TURBIDITY MONITORING 1 LUMP SUM $_____________

0020 MOBILIZATION AND DEMOBILIZATION FOR NON-CAPTURE

SEA TURTLE TRAWL SWEEPING 1 LUMP SUM $_____________

0021 SEA TURTLE NON-CAPTURE TRAWL SWEEPING, 100 DAY $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 4)

BEACH TILLING; LINE ITEMS 0022 AND 0023 BELOW.

0022 AT D/A-F DISPOSAL AREA (BEACH ONLY, NOT GROINS) 3.0 ACRE $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 5)

W9112EP-16-B-0010 00010A - 3 Am0005

0023 AT D/A-NB NORTH DISPOSAL AREA; R-13 TO R-20 13.5 ACRE $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 5)

Section 00010A -- Line Items and Pricing Schedule U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0024 REMEDIATION OF NONCOMPLIANT MATERIAL 1 ACRE $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

0025 SCREENING OF UNACCEPTABLE MATERIAL 500 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

0026 REMOVAL AND DISPOSAL OF UNACCEPTABLE MATERIAL 5 CUBIC YARD $___________ $_____________

ESTIMATED QUANTITY (SEE NOTE 6)

CONSTRUCTION/VIBRATION CONTROLS AND

MONITORING; LINE ITEMS 0027 AND 0028 BELOW.

0027 AT D/A-F DISPOSAL AREA 1 LUMP SUM $_____________

0028 AT D/A-NB NORTH DISPOSAL AREA; R-13 TO R-20 1 LUMP SUM $_____________

0029 STANDBY TIME (SEE NOTE 7) 72 HOUR $___________ $_____________

TOTAL (ALTERNATIVE B) $_____________

LINE ITEMS 0001 THRU 0029 (SEE NOTE 8)

W9112EP-16-B-0010 00010A - 4 Am0005

U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut-1N through Range-E, 49, 45, and 44-Foot Project, Camden County, Georgia and Nassau County, Florida

NOTES (1) SEE SECTION 00100, "INSTRUCTIONS TO OFFERERS."

(2) BIDDERS MUST PRICE ALL LINE ITEMS. SEE PROVISION 52.214-18 OF SECTION 00100, "PREPARATION OF

BIDS - CONSTRUCTION".

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

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(4) SEA TURTLE NON-CAPTURE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING

OFFICER. SEE PARAGRAPH 3.1.5.8 OF SECTION 01 57 20.

(5) ACTUAL QUANTITY OF BEACH TILLING MAY VARY FROM ESTIMATED QUANTITY. SEE PARAGRAPH 3.1.5.10c

OF SECTION 01 57 20.

(6) ACTUAL QUANTITIES MAY VARY.

(7) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION BY REQUEST OF THE CONTRACTING OFFICER OR CONTRACTING OFFICER'S REPRESENTATIVE. STANDBY TIME SHALL BE UTILIZED

* ONLY DUE TO ENDANGERED (OR THREATENED) SPECIES TAKES (EST) OR CONSULTATION EFFORTS, BUT NOT DUE TO * ADVERSE WEATHER CONDITIONS OR MECHANICAL/OPERATIONAL ISSUES WITH THE CONTRACTOR'S PLANT. THIS LINE ITEM IS NOT SUBJECT TO VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR THE ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER SUBSEQUENT TO THE INITIAL 24-HOUR PERIOD FOLLOWING AN EST (FOR WHICH CONSIDERATION WILL NOT BE PROVIDED). ADDITIONALLY, IF IT IS SUBSEQUENTLY

DETERMINED BY THE GOVERNMENT THAT THE TAKE(S) RESULTED FROM IMPROPER OPERATIONAL

PROCEDURES, CONSIDERATION MAY BE WITHHELD BY THE GOVERNMENT.

(8) THE GOVERNMENT INTENDS TO AWARD A SINGLE CONTRACT FROM THIS SOLICITATION FOR EITHER ALTERNATIVE A OR ALTERNATIVE B. THE GOVERNMENT WILL EVALUATE ALL BIDS AND AWARD WILL BE MADE CONTINGENT UPON AVAILABLE FUNDING WHICH WILL BE ANNOUNCED AT THE TIME OF BID OPENING. THE BID GUARANTEE AMOUNT SHALL BE BASED ON THE CONTRACTOR'S TOTAL BID FOR THE HIGHEST PRICED ALTERNATIVE. BIDDER WILL BE REQUIRED TO SUBMIT PRICES ON ALL LINE ITEMS ON THE BID SCHEDULE; FAILURE TO DO SO WILL RENDER THE BID NON-RESPONSIVE.

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 (Alt A and Alt

B))

1.4.2 Endangered Species Monitoring (Line Item 0018 (Alt A and Alt

B))

1.4.3 Turbidity Monitoring (Line Item 0019 (Alt A and Alt B))

1.4.4 Mobilization and Demobilization for Non-Capture Sea Turtle

Trawl Sweeping (Line Item 0020 (Alt A and Alt B))

1.4.5 Construction/Vibration Controls and Monitoring (Line Items

0027 and 0028 (Alt A and Alt B))

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Fort Clinch Pre-Placement Debris Removal (Line Item 0002) Alt

A and Alt B))

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Excavation, Unclassified (Line Items 0003 through 0017 (Alt A and Alt B))

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 0021 (Alt A and Alt B))

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Beach Tilling (Line Items 0022 and 0023 (Alt A and Alt B)

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 0024 (Alt A and Alt B))

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 Items 0025 (Alt A and

Alt B))

1.5.6.1 Payment

W912EP-16-B-0010 SECTION 01 22 00 Page 1 AM0005

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Removal and Disposal of Unacceptable Material (Line Items 0026

(Alt A and Alt B))

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Standby Time (Line Item 0029 (Alt A and Alt B))

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 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 --

W912EP-16-B-0010 SECTION 01 22 00 Page 2 AM0005

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.

Refer to Section 00010A -- Line Items and Pricing Schedule Alternatives A and B

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2002; 2004 Change 1) 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:

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SD-01 Preconstruction Submittals

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 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 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B. 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 Endangered Species Monitoring (Line Item 0018 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B. Payment will be made for costs associated with or incidental to monitoring environmental endangered species. See Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.3 Turbidity Monitoring (Line Item 0019 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B. 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.

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1.4.4 Mobilization and Demobilization for Non-Capture Sea Turtle Trawl Sweeping (Line Item 0020 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B. 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 (Line Items 0027 and 0028 (Alt A and Alt B))

CLINS are applicable to Alternatives A and B. 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 and D/A-F. 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 Fort Clinch Pre-Placement Debris Removal (Line Item 0002) Alt A and Alt B))

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to removal, transportation, and disposal of debris encountered during pre-placement activities within the Fort Clinch Disposal Area (D/A-F). The Contractor shall make every effort to reduce the volume of debris and minimize the amount of sand removed. Debris not considered for this payment include any generated construction debris, waste materials, packaging material and the like. The Contractor shall maintain a separate container for disposal of debris from the "Debris Container" as described in Specification Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES. All methods of removal, handling and the disposal site shall be approved by the Contracting Officer.

1.5.1.2 Measurement

Debris removal will be measured for payment by the volume of material removed.

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1.5.1.3 Unit of Measure

Cubic Yard.

1.5.2 Excavation, Unclassified (Line Items 0003 through 0017 (Alt A and Alt B))

CLINS are applicable to Alternatives A and B.

1.5.2.1 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, 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.

1.5.2.2 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.

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 the 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.

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1.5.2.3 Unit of Measure

Cubic Yard.

1.5.3 Sea Turtle Non-Capture Trawl Sweeping (Line Item 0021 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B.

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to Sea Turtle Non-Capture Trawl Sweeping. These prices shall include costs for furnishing labor, equipment, fuel, oil, materials, and supplies required for trawl sweeping to clear and/or relocate sea turtles from in 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 non-capture trawl sweeping as described in paragraph "Sea Turtle Non-Capture Trawl Sweeping" in Section 01 57 20 ENVIRONMENTAL

PROTECTION.

1.5.3.3 Unit of Measure

Day.

1.5.4 Beach Tilling (Line Items 0022 and 0023 (Alt A and Alt B)

CLIN is applicable to Alternatives A and B.

1.5.4.1 Payment

CLINS are applicable to Alternatives A and B. Payment will be made for costs associated with or incidental to Beach Tilling. 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 0024 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B.

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.

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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.

1.5.6 Screening of Unacceptable Material (Line Items 0025 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B.

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 Items 0026 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B.

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.

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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 0029 (Alt A and Alt B))

CLIN is applicable to Alternatives A and B.

1.5.8.1 Payment

Standby time, when exercised by the Contracting Officer, will be paid for each hour or part thereof that the plant is not in operation. Standby time shall be utilized due to the presence of endangered species in the immediate area of the dredging operations, and may also be utilized for security operations, or other conditions as determined by the Contracting Officer. Standby time is not afforded for delays caused by adverse weather conditions or if the Contracting Officer determines the delay is caused by the contractor operating in a negligent manner. Standby time will not be provided for the initial 24 hour period following a turtle an endangered or threatened species take. Payment will be made for costs associated with or incidental to standby of dredge plant only upon implementation of this line item.

1.5.8.2 Measurement

Standby Time, if required and implemented as described in payment above, will be measured and paid for each hour or part thereof in 1/6 hour increments, or 10 minute intervals, that the plant is not in operation by request of the Contracting Officer or the Contracting Officer's Representative.

1.5.8.3 Unit of Measure

Hour.

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 sums of payment activities do not exceed contract award CLIN

W912EP-16-B-0010 SECTION 01 22 00 Page 9 AM0005 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 --

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 6 PAGES

Kings Bay Entrance Channel, Maintenance Dredging

01 22 00 SD-01 Preconstruction Submittals

G ROSchedule of Values

01 30 00 SD-01 Preconstruction Submittals

List of Subcontractors

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

SD-02 Shop Drawings

1.6.1 G DOStandard Lift Plan (SLP)

SD-06 Test Reports

1.11Notifications and Reports

1.11.1Accident Reports

SUBMITTAL REGISTER

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01 35 26 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

Security Plan

SD-02 Shop Drawings

3.3Contractor's Temporary Facilities

Temporary Electric Drawings

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

G DOEndangered Species Observer

Qualifications

SD-02 Shop Drawings

G DOTurtle Deflector Device

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

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01 57 20 Qualifications

Sea Turtle Nesting Monitor and

Relocation Qualifications

G DOBird Monitoring Qualifications

G DOManatee Observer Qualifications

Sea Turtle Non-Capture Trawling

(For Hopper Dredges Only)

SD-11 Closeout Submittals

Logs/Final Summary Report

Project Environmental Summary

Sheet

Logs/Summary of Bird Nesting

Monitoring

Comprehensive Final Report

Endangered Species Observer

Program Final Report

Non-Capture Trawl Sweeping

Daily Logs

01 57 25 SD-03 Product Data

Calibration Standard

SD-06 Test Reports

Turbidity Monitoring

02 22 13 SD-01 Preconstruction Submittals

G DOVibration Control Specialist

G DOVibration Control Specialist

Alternate

SUBMITTAL REGISTER

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02 22 13 G DOVibration Monitoring

Technician(s)

G DOStructural Inspection/Evaluation

Engineer

G DOPre-Construction Structural

Survey

G DOVibration Control Plan

SD-06 Test Reports

Vibration Monitoring Report

Daily Instrument Logs

G DOPost-Construction Structural

Survey

35 20 23 SD-01 Preconstruction Submittals

Notice of Intent to Dredge

Relocation of Navigation Aids

SD-02 Shop Drawings

3.4.6 G DOAcceptance Sections Plan

Drag Bar

SD-07 Certificates

3.3.5Electronic Tracking System (ETS) for Ocean Disposal Vessels

Equipment and Performance

Data

1.8Historical Period Shipwreck Sites

Surveys

SUBMITTAL REGISTER

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35 20 23 Daily/Monthly Report of

Operations

3.3.9Misplaced Material

Log of Near Beach Quality Sand

Disposal

1.11Declaration of Inspection for

Refueling

Surveillance of Ocean Disposal

3.5.4 G DOBeach Placement Survey

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

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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

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.3 QUALITY CONTROL

1.4 PERMITS AND AUTHORIZATIONS

1.5 SUBMITTALS

1.6 SUBCONTRACTORS

1.7 NOTIFICATION

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Unprotected Erodible Soils

3.1.2.3 Contractor Facilities and Other Work Areas

3.1.2.4 Solid Wastes

3.1.2.5 Fuel, Oil, and Lubricants

3.1.2.6 Hazardous Waste

3.1.2.7 Hazardous Materials

3.1.2.8 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Washing and Curing Water

3.1.4.2 Monitoring of Water Areas

3.1.4.3 Turbidity

3.1.4.4 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Endangered Species Protection

3.1.5.2 Endangered Species Observers (Hopper Dredge Only)

3.1.5.3 Manatee, Sea Turtle, and Whale Sighting Reports

3.1.5.4 Disposition of Turtles or Turtle Parts

W912EP-16-B-0010 SECTION 01 57 20 Page 1 AM0005

3.1.5.5 Report Submission

3.1.5.6 Hopper Dredge Equipment

3.1.5.7 Sea Turtle Non-Capture Trawl Sweeping (For Hopper Dredges

Only)

3.1.5.8 Suspension of Dredging (Hopper Dredge Only)

3.1.5.8.1 Excessive Turtle Take

3.1.5.8.2 General Guidelines for Corps Discretionary Authority to Initiate Turtle Trawling

3.1.5.9 Sea Turtle Beach Nest Monitoring

3.1.5.10 Beach Placement Restrictions

3.1.5.11 Escarpment Monitoring and Removal

3.1.5.12 Protection of Migratory Bird Species

3.1.6 Beach Placement Sand Capability

3.1.7 Protection of Air Resources

3.1.7.1 Particulates

3.1.7.2 Odors

3.1.8 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.5 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

W912EP-16-B-0010 SECTION 01 57 20 Page 2 AM0005

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

This Section covers prevention of environmental damage as the result of construction operations under this contract and for those measures set forth in other Technical Requirements of these specifications. For the purpose of this specification, environmental damage is defined as the presence of hazardous, physical, chemical, or biological elements or agents which adversely affect human health or welfare, unfavorably alter ecological balances affect other species, biological communities, or ecosystems or degrade the quality of the environment for aesthetic, cultural, and/or historical purposes. The control of environmental damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, radiant energy and radioactive materials, as well as other pollutants.

1.2 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)

EM 385-1-1 Safety and Health Requirements Manual

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

1.3 QUALITY CONTROL

The Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor shall record on daily quality control reports or attachments thereto, any problems in complying with laws, regulations and ordinances, and corrective action taken.

1.4 PERMITS AND AUTHORIZATIONS

The Contractor shall comply with all requirements under the terms and conditions set out in the following permit(s) and authorization(s) obtained by the Corps of Engineers listed below.

a. Florida Department of Environmental Protection Permit No.

0196204-016-JC; Effective Date: September 11, 2014; Expiration Date:

September 11, 2029.

b. Department of the Army Permit No. SAJ-1992-01854 (SP-BAL);

Section 103; Effective Date: 05 August 2015; Expiration Date: 05 August 2018;…