Amendment 0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

1. CONTRACT ID CODE PAGE OF PAGES

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 W912EP21R0007

X 9B. DATED (SEE ITEM 11)

19-Feb-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 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.)

Anclote River Maintenance Dredging, 9-Foot Project, Pinellas and Pasco Counties, Florida

This Amendment is being issued to:

DELETE and REPLACE Section 0010A-1 in Volume 1 DELETE and REPLACE the Table of Contents DELETE and REPLACE the Submittal Regiister DELETE and REPLACE Sections 01 22 00, 01 57 20 and 35 30 23 DELETE and REPLACE Draw ings G-02, C-17, C-21 and C-22 ADD Section 31 11 00

Receipt of proposal due date remains the same 05 April 2021 @ 2:00 PM Eastern Time See Continuation Sheet for Complete Summary of Changes.

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.

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Mar-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

Anclote River, Maintenance Dredging, 9 Foot Project Pinellas and Pasco County, Florida

W912EP-21-R-0007 1 AMENDMENT 0003

SUMMARY OF CHANGES

1. SPECIFICATIONS:

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 revision. 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. New sections are added without underlines and cross-outs.

Changes to Specifications:

Volume 1 of 2 – Contract Clauses:

DELETE SECTION 00010A-1 and REPLACE with 00010A-1.

Volume 2 of 2 – Technical Specifications:

DELETE TABLE OF CONTENTS and REPLACE with TABLE OF CONTENTS.

DELETE SECTION 01 22 00 and REPLACE with SECTION 01 22 00.

DELETE SUBMITTAL REGISTER and REPLACE with SUBMITTAL REGISTER.

DELETE SECTION 01 57 20 and REPLACE with SECTION 01 57 20.

DELETE SECTION 35 20 23 and REPLACE with SECTION 35 20 23.

ADD SECTION 31 11 00

2. DRAWINGS:

DELETE Sheet G-02 and REPLACE with Sheet G-02.

DELETE Sheet C-17 and REPLACE with Sheet C-17.

DELETE Sheet C-21 and REPLACE with Sheet C-21.

DELETE Sheet C-22 and REPLACE with Sheet C-22.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICE SCHEDULE

ANCLOTE RIVER

MAINTENANCE DREDGING, 9-FOOT PROJECT

PINELLAS AND PASCO COUNTIES

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION, DREDGE PLANT JOB $_____________

AND ATTENDANT EQUIPMENT

0002 EXCAVATION, UNCLASSIFIED, CUTS 3, 5, 25,000 CUBIC YARD $_____________ $_____________

AND TURNING BASIN

0003 TURBIDITY MONITORING JOB $_____________

0004 ENVIRONMENTAL SPECIES OBSERVERS JOB $_____________

TOTAL DREDGING BID (LINE ITEMS 0001 THRU 0004) $________________

0005 GOPHER TORTOISE SURVEY JOB $_____________

0006 GOPHER TORTOISE CAPTURE AND RELOCATION 10 EACH $_____________ $_____________

0007 INDIGO SNAKE SURVEY JOB $_____________

0008 CLEARING AND GRUBBING 8.35 ACRE $_____________ $_____________

0009 ENVIRONMENTAL SPECIES OBSERVERS JOB $_____________

0010 CONTAINMENT DIKE CONSTRUCTION 26,000 CUBIC YARD $_____________ $_____________

0011 PERIMETER DITCH 2,200 LINEAR FOOT $_____________ $_____________

0012 SODDING 5 ACRE $_____________ $_____________

0013 WEIR STRUCTURE AND OUTFALL PIPING JOB $_____________

0014 FENCING 1,400 LINEAR FOOT $_____________ $_____________

0015 DISCHARGE RETURN PIPELINE PLACEMENT AND REMOVAL JOB $_____________

0016 PERIMETER DITCH RIPRAP 2,700 SQUARE YD $_____________ $_____________

0017 TOE DITCH DRAIN 250 SQUARE YD $_____________ $_____________

0018 PARTNERING REGROUP MEETING 1 EACH $_____________ $_____________

0019 IMPORTING FILL 5,200 CY $_____________ $_____________

0020 UPLAND DISCHARGE PIPELINE PLACEMENT AND REMOVAL JOB $_____________

TOTAL DMMA BID (LINE ITEMS 0005 THRU 0020) $________________

TOTAL BID (LINE ITEMS 0001 THRU 00020) $________________

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS. SEE PROVISION AT 52.214-18 (SECTION 00100).

(2) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSIONS (SF 1442, SECTION 00010A, AND

SECTION 00101) COULD RENDER YOUR BID NON-RESPONSIVE.

(3) REPLACE ANY VEGETATION IMPACTED BY CONSTRUCTION ACTIVITIES.

DMMA CONSTRUCTION

DREDGING

W912EP-21-R-0007 00010A-1 Amendment 0003

Anclote River, Maintenance Dredging, 9-Foot Project Pinellas and Pasco Counties, Florida

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32.10 GEOTECHNICAL DATA REPORT - DREDGE MATERIAL

00 31 32.20 GEOTECHNICAL DATA REPORT - DMMA

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 13 33 PIER TIMBERWORK

DI VI SI ON 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 62 19 TIMBER PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

33 40 00.20 FLASHBOARD RISER SYSTEM

PROJECT TABLE OF CONTENTS Page 1 W912EP-21-R-0007 Amendment 0003

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 41 00 LEVEE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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, Dredge Plant and Attendant

Equipment (Line Item 0001)

1.4.2 Turbidity Monitoring (Line Item 0003)

1.4.3 Environmental Species Observers (Line Items 0004 and 0009)

1.4.4 Gopher Tortoise Survey (Line Item 0005)

1.4.5 Indigo Snake Survey (Line Item 0007)

1.4.6 Weir Structure and Outfall Piping (Line Item 0013)

1.4.7 Return Pipeline Placement and Removal (Line Item 0015)

1.4.8 Upland Discharge Pipeline Placement and Removal (Line Item

0020)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Excavation, Unclassified, Cuts 3, 5, and Turning Basin (Line

Item 0002)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Gopher Tortoise Capture and Relocation (Line Item 0006)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Clearing and Grubbing (Line Item 0008)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Containment Dike Construction (Line Item 0010)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Perimeter Ditch (Line Item 0011)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Sodding (Line Item 0012)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 Fencing (Line Item 0014)

SECTION 01 22 00 Page 1

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Perimeter Ditch Riprap(Line Item 0016)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Toe Ditch Drain (Line Item 0017)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Partnering Regroup Meeting (Line Item 0018)

1.5.10.1 Payment

1.5.10.2 Measurements

1.5.10.3 Unit of Measure

1.5.11 Importing Fill (Line Item 0019)

1.5.11.1 Payment

1.5.11.2 Measurements

1.5.11.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

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).

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;

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

SD-01 Preconstruction Submittals

Schedule of Values ; G, AO

Request For Progress Payment ; G, AO

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, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Mobilization and Demobilization, Dredge Plant and Attendant Equipment (Line Item 0001)

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

1.4.2 Turbidity Monitoring (Line Item 0003)

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

1.4.3 Environmental Species Observers (Line Items 0004 and 0009)

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

SECTION 01 22 00 Page 4

1.4.4 Gopher Tortoise Survey (Line Item 0005)

Payment will be made for all costs associated with or incidental to performance of gopher tortoise survey(s) prior to the start of construction activities including but not limited to acquisition of applicable permit(s), services provided by qualified individuals, and coordination with permitting agencies. Tortoise surveys shall be performed in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.5 Indigo Snake Survey (Line Item 0007)

Payment will be made for all costs associated with or incidental to performance of indigo snake survey(s) prior to the start of construction activities including but not limited to acquisition of applicable permit(s), services provided by qualified individuals, and coordination with permitting agencies. Indigo snake surveys shall be performed in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION.

1.4.6 Weir Structure and Outfall Piping (Line Item 0013)

Payment will be made for costs associated with operations necessary for the fabrication and installation of the weir riser structures, manifold, HDPE outfall pipes, and foundation; supplying weir flash boards of the type and number indicated in the drawings. See Sections 03 30 53

MISCELLANEOUS CAST-IN-PLACE CONCRETE, 05 50 13 MISCELLANEOUS METAL

FABRICATIONS, 05 05 23 STRUCTURAL WELDING, and 05 12 00 STRUCTURAL STEEL.

1.4.7 Return Discharge Pipeline Placement and Removal (Line Item 0015)

Payment will be made for all costs associated with or incidental to furnishing equipment, materials, and labor to install temporary Contractor-owned piping from the weir discharge manifold to the outfall point shown in the drawings. Pipe used for this purpose must be of correct diameter and wall thickness, all pipe and fittings used for joining the pipe shall be in good condition with no cracks, heavy corrosion or other indications of possible failure. The pipe, fittings, and other materials will remain property of the Contractor throughout installation, use and removal operations.

1.4.8 Upland Discharge Pipeline Placement and Removal (Line Item 0020)

Payment will be made for all costs associated with or incidental to furnishing equipment, materials, and labor to install temporary Contractor-owned piping only for upland portions starting on Anclote Road to the DMMA as shown in the drawings. Pipe used for this purpose must be of correct diameter and wall thickness, all pipe and fittings used for joining the pipe must be in good condition with no cracks, heavy corrosion or other indications of possible failure. The pipe, fittings, and other materials will remain the property of the Contractor throughout installation, use and removal operations.

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

SECTION 01 22 00 Page 5 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, Cuts 3, 5, and Turning Basin (Line Item 0002)

1.5.1.1 Payment

a. Payment will be made for costs associated with or incidental to excavation, transportation, and disposal of materials; providing and maintaining access to the work site(s) and disposal area(s); noise control; debris removal; and, monitoring sea turtles. 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 approximate quantities determined by soundings or sweepings performed by the Contractor behind the dredge. The term "area designated by the Contracting Officer" as used in the CONTINUITY OF WORK paragraph, is defined as "acceptance section".

c. Hydrographic surveys (soundings) for payment purposes will be made by the Government. The Contracting Officer will select the type of survey to be performed (single-beam vs. multi-beam) and the transducer frequency to be used. Once the survey method (type and transducer frequency) is selected, the government will strive to use the selected method throughout the contract period. However, the Contracting Officer reserves the right to change the survey method at any time according to his sole discretion.

1.5.1.2 Measurement

a. The maps and/or drawings already prepared (clause CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS of Section 00700 CONTRACT CLAUSES) are believed to represent accurately average existing conditions, but the depths shown thereon may be verified and corrected by soundings taken before dredging. Determination of quantities removed and the deductions made therefrom to determine quantities by in place measurement to be paid for in the area specified, after having once been made, 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 soundings taken within 3 weeks before dredging and the bottom surface shown by the soundings taken within 3 weeks after the work specified per acceptance section 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

SECTION 01 22 00 Page 6 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 Gopher Tortoise Capture and Relocation (Line Item 0006)

1.5.2.1 Payment

Payment will be made for all costs associated with or incidental to relocation of gopher tortoises in accordance with Section 01 57 20 ENVIRONMENTAL PROTECTION including survey, capture, transportation, and costs and fees associated with the receiving facility.

1.5.2.2 Measurement

The total number of gopher tortoise relocations performed and paid for under this contract will be measured by the number of gopher tortoises determined to be impacted by project construction activities according to the criteria set forth in Section 01 57 20 ENVIRONMENTAL PROTECTION and applicable project construction permits. Payment will not be made for relocating any gopher tortoise that has been determined to not be impacted by project construction.

1.5.2.3 Unit of Measure

Each.

1.5.3 Clearing and Grubbing (Line Item 0008)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to clearing, grubbing, stripping, scrapping, sorting, disposal of unsuitable material, hauling and stockpiling of topsoil; providing and maintaining access to the work site and disposal area; and noise control. All cleared material unsuitable for topsoil shall be disposed of off-site by the contractor in a manner that complies with local, State and Federal regulations and is acceptable to the Contracting Officer. See Section 35 41 00 LEVEE

CONSTRUCTION.

1.5.3.2 Measurement

The total amount of area cleared and grubbed, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.3.3 Unit of Measure

Acre.

SECTION 01 22 00 Page 7

1.5.4 Containment Dike Construction (Line Item 0010)

1.5.4.1 Payment

Payment will be made for material placed to the contours shown on the plans as required in embankments, backfills and ramps, and including additional material placed by reason of foundation settlement and by reason of soft material in the foundation being forced outward from the section during construction, for Embankment Material. Payment will constitute full compensation for furnishing all plant, labor, equipment and material, except earth material, and performing all operations necessary for foundation preparation and placing and compacting the material, providing an approved Quality Control Firm to perform compaction and moisture control testing of embankment fill or materials testing performed by the Contractor's Quality Control staff, and moisture control. See section 35 41 00 LEVEE CONSTRUCTION.

1.5.4.2 Measurement

a. The total amount of material necessary to construct the dike, and to be paid for under this contract, will be determined from the original survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Dikes not constructed to design grade including allowable tolerance as indicated will not be accepted. Volumes occupied by drainage structures will not be included in measurement of Dike Construction for payment.

b. The basis for measurement of fill placed by reason of soft material in the foundation being forced outward from the section will be a survey of the area taken prior to fill placement and a second survey of the same area after completion of fill placement. The cross sections will extend 50 feet beyond the toes of the fills. A cross section will be taken at each settlement measurement location.

c. The Contractor should be aware that up to 6.25 inches of immediate and primary settlement is to be expected with the exception between stations 8+50 to 9+50 where immediate and primary settlement is expected to be 9 inches. This settlement should be completed by the end of embankment construction and would not show up on a final cross section. The Contractor is to account for this in their bid, and no additional quantity will be paid.

1.5.4.3 Unit of Measure

Cubic Yard.

1.5.5 Perimeter Ditch (Line Item 0011)

1.5.5.1 Payment

Payment will be made for the construction of the perimeter ditch and the incidental work related to the placement of materials.

1.5.5.2 Measurement

Payment for the construction of the perimeter ditch will be made at the contract price per linear foot.

SECTION 01 22 00 Page 8

1.5.5.3 Unit of Measure

Linear Foot.

1.5.6 Sodding (Line Item 0012)

1.5.6.1 Payment

Payment will be made for costs associated with or incidental to prepping topsoil, sodding, and watering the containment dike slopes. See Section

32 92 23 SODDING.

1.5.6.2 Measurement

The total amount of area sodded, and to be paid for under this contract, will be measured by surface area surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.6.3 Unit of Measure

Acre.

1.5.7 Fencing (Line Item 0014)

1.5.7.1 Payment

Payment will be made for costs associated with or incidental to the installation of chain-link fence and gates. See Section 32 31 13 CHAIN

LINK FENCES AND GATES.

1.5.7.2 Measurement

The total amount of fencing placed, and to be paid for under this contract, will be measured by survey in accordance with Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.7.3 Unit of Measure

Linear Foot.

1.5.8 Perimeter Ditch Riprap(Line Item 0016)

1.5.8.1 Payment

Payment will be made for costs associated with or incidental to furnishing and installing riprap, No. 57 bedding stone, and geotextile fabric.

1.5.8.2 Measurement

The total amount of riprap area to be paid for under this contract will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Riprap placed outside the limits and dimensions as shown on the drawings will not be cause for an equitable adjustment to this contract cost or duration.

The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and include this cost in the unit price for this line item.

SECTION 01 22 00 Page 9

1.5.8.3 Unit of Measure

Square Yard.

1.5.9 Toe Ditch Drain (Line Item 0017)

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to furnishing and installing No. 57 bedding stone, riprap, and geotextile.

1.5.9.2 Measurement

The total amount of riprap area to be paid for under this contract will be measured by surveys that are to be performed in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Riprap placed outside the limits and dimensions as shown on the drawings will not be cause for an equitable adjustment to this contract cost or duration.

The estimated quantity for this line item does not include tolerances.

The Contractor is responsible for considering the cost of required tolerances, and include this cost in the unit price for this line item.

1.5.9.3 Unit of Measure

Square Yard.

1.5.10 Partnering Regroup Meeting (Line Item 0018)

1.5.10.1 Payment

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

1.5.10.2 Measurements

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

1.5.10.3 Unit of Measure

Each.

1.5.11 Importing Fill (Line Item 0019)

1.5.11.1 Payment

Payment will be made for costs associated with or incidental to importing fill for dike containment construction. Items include, but are not limited to purchasing, transportation, processing or mixing, grading, and compaction to the grades and contours shown on the plans. This CLIN is to supplement CLIN 0010 Dike Construction in the event there is a deficit in on site borrow. See section 35 41 00 LEVEE CONSTRUCTION for definitions of fill material.

1.5.11.2 Measurements

a. The total amount of material necessary to construct the dike, and to be paid for under this contract, will be determined from the original

SECTION 01 22 00 Page 10 survey performed by the Government, and elevations above finished grade obtained from progress surveys performed by the Contractor in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Dikes not constructed to design grade including allowable tolerance as indicated will not be accepted. Volumes occupied by drainage structures will not be included in measurement of Dike Construction for payment.

b. The basis for measurement of fill placed by reason of soft material in the foundation being forced outward from the section will be a survey of the area taken prior to fill placement and a second survey of the same area after completion of fill placement. The cross sections will extend 50 feet beyond the toes of the fills. A cross section will be taken at each settlement measurement location.

c. The Contractor should be aware that up to 6.25 inches of immediate and primary settlement is to be expected with the exception between stations 8+50 to 9+50 where immediate and primary settlement is expected to be 9 inches. This settlement should be completed by the end of embankment construction and would not show up on a final cross section. The Contractor is to account for this in their bid, and no additional quantity will be paid.

1.5.11.3 Unit of Measure

Cubic Yard.

PART 2 PRODUCTS (NOT USED)

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 punch lists are all up to date. Use PROGRESS PAYMENTS to REQUEST ACTIVITY 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 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. Approved submittals on installed property.

e. QA/QC deficiency tracking list.

f. Environmental reports.

g. Progress photographs.

SECTION 01 22 00 Page 11

h. Working/current as-built drawings.

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 12

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 14 PAGES

W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

01 22 00 SD-01 Preconstruction Submittals

1.4 G AOSchedule of Values

3.1.1 G AORequest For Progress Payment

01 30 00 SD-01 Preconstruction Submittals

1.6.3Draft Joint Risk Register

1.6.4List of Subcontractors

Liability Insurance Policy

SD-07 Certificates

1.7.1.2 G ROPartnering Meeting(s) Written

Synopsis

3.3Signature Authority

3.4Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.2 G ROInitial Construction Schedule

1.2.1 G ROInitial Project Schedules

SD-07 Certificates

1.4 G ROConstruction Progress Schedule

1.3.1 G ROInitial Procurement Schedule

1.4.3Progress Photographs

01 33 00 SD-01 Preconstruction Submittals

1.9 G ROExport File

01 35 25 SD-01 Preconstruction Submittals

3.2 G RODive Operations Plan

SD-07 Certificates

1.6.2 G RODive Personnel Qualifications

3.2.1Daily Dive Logs

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

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

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 14 PAGES

Anclote River, Maintenance Dredging, 9-Foot Project

01 35 26 SD-01 Preconstruction Submittals

1.7 G DOAccident Prevention Plan (APP)

1.16 G DOAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.4.1Monthly Qualification Summary

Report

1.12.1Mishap Notification

1.12.2 G DOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.2 G DOCompetent Person

1.6.1.4Crane Operators/Riggers

1.7.2.2 G ROStandard Lift Plan

1.7.2.3 G DOCritical Lift Plan

1.7.2.4 G DONaval Architecture Analysis

1.8 G DOActivity Hazard Analysis (AHA)

1.9.1 G DOConfined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.12.5 G DOCrane Inspection Reports

01 45 05 SD-01 Preconstruction Submittals

3.2 G ROQuality Control Plan

SD-07 Certificates

3.2.2Letter of Authority

3.2.2 G ROPersonnel Qualifications

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 14 PAGES

Anclote River, Maintenance Dredging, 9-Foot Project

01 50 02 SD-01 Preconstruction Submittals

1.4.1 G ROMobilization/Demobilization Plan

1.4.2 G ROSecurity Plan

3.6 G ROSecurity Plan

1.4.3 G DOVegetation Protection and

Restoration Plan

1.4.4 G RODocumentation of Existing

Conditions and Post Construction

Restoration

SD-02 Shop Drawings

2.1Contractor's Temporary Facilities

3.5Contractor's Temporary Facilities

3.2.6Temporary Electric Drawings

1.4.5 G DOConstruction Drawings

01 55 26 SD-01 Preconstruction Submittals

1.3 G ROTraffic Control Plan

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

3.1.5.5 G DOPre-Construction Gopher Tortoise

Survey

3.1.5.6 G DOIndigo Snake

Protection/Education Plan

SD-06 Test Reports

3.1.5.2 G DOProtected Listed Species Sighting

Reports

SD-07 Certificates

SUBMITTAL REGISTER

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Anclote River, Maintenance Dredging, 9-Foot Project

01 57 20 G DOBird Monitoring Qualifications

G DOManatee Observer Qualifications

G DOBenthic Resource Impact

Assessment Report

G DOGopher Tortoise Nesting Monitor

And Relocation Qualifications

G DOEastern Indigo Snake Observer

SD-11 Closeout Submittals

3.1.5.3 G DOProtected Species Summary

Report

Logs/Summary of Bird Nesting

Monitoring

G DOLogs/Summary Of Bird Nesting

Monitoring Report

G DOGopher Tortoises Comprehensive

Final Report

3.1.5.6 G DOEastern Indigo Snake Monitoring

Report

Invasive And Nuisance Species

Report

3.1.6 G DOEvaluation Of Physical Monitoring

Results Near Submerged Aquatic

Vegatation(SAV) Report

3.1.6 G DOWork Near SAV Report

01 57 25 SD-01 Preconstruction Submittals

1.3 G DOTurbidity Monitor Qualifications

SUBMITTAL REGISTER

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Anclote River, Maintenance Dredging, 9-Foot Project

01 57 25 1.4 G DOTurbidity Monitoring Plan

SD-03 Product Data

3.2.1.1Calibration Standard

SD-06 Test Reports

3.3.2Turbidity Monitoring Reports

3.4.1Turbidity Exceedance Report

3.4.2Updated Turbidity Exceedance

Report

SD-07 Certificates

3.2.1.1Testing Equipment And

Procedure

02 22 13 SD-01 Preconstruction Submittals

1.2.1 G DOVibration Control Specialist

1.2.1 G DOVibration Control Specialist

Alternate

1.2.2 G DOVibration Monitoring

Technician(s)

1.2.3 G DOStructural Inspection/Evaluation

Engineer

3.2 G DOPre-Construction Structural

Survey

3.3 G DOVibration Control Plan

SD-06 Test Reports

3.5Vibration Monitoring Report

3.4Daily Instrument Logs

SUBMITTAL REGISTER

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Anclote River, Maintenance Dredging, 9-Foot Project

02 22 13 3.6 G DOPost-Construction Structural

Survey

03 30 53 SD-03 Product Data

3.1.4.3Batching and Mixing Equipment

3.5Form work

2.3Ready-Mix Concrete

2.3 G DOMix Design Data

3.2Conveying And Placing Concrete

SD-06 Test Reports

2.1.3 G DOConcrete Mixture Proportions

SD-07 Certificates

2.2.1Cementitious Materials

2.3Delivery Tickets

05 05 23 SD-01 Preconstruction Submittals

3.2 G DOWelding Quality Assurance Plan

SD-03 Product Data

1.3 G ROWelding Procedure Qualifications

2.2Welding Electrodes And Rods

1.3.2Welder, Welding Operator, And

Tacker Qualification

SD-06 Test Reports

3.3Nondestructive Testing

3.2Weld Inspection Log

SD-07 Certificates

1.3.3Certified Welding Inspector

1.3.3Nondestructive Testing Personnel

SUBMITTAL REGISTER

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Anclote River, Maintenance Dredging, 9-Foot Project

05 12 00 SD-01 Preconstruction Submittals

1.3.1.1 G DOErection And Erection Bracing

Drawings

SD-02 Shop Drawings

1.3.2 G DOFabrication Drawings

SD-03 Product Data

2.2.1Recycled Content For Structural

Steel

2.3 G DOBolts, Nuts And Washers

2.4.1Welding Electrodes And Rods

2.4.2Non-Shrink Grout

SD-06 Test Reports

3.7Weld Inspection Log

SD-07 Certificates

2.2Steel

1.3.3.1 G DOWelding Procedures and

Qualifications

3.7Certified Welding Inspectors

2.5 G DOGalvanizing

3.4Welding Procedure Specifications

(Wps)

06 10 00 SD-02 Shop Drawings

1.8.1 G DOFabricated Structural Members

1.8.2 G DOModifications of Structural

Members

SD-03 Product Data

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 14 PAGES

Anclote River, Maintenance Dredging, 9-Foot Project

06 10 00 2.1.2Salvaged Lumber

2.1.3Recovered Lumber

1.4.3Structural-use and OSB Panels

2.3Oriented Strand Board

2.4.3Adhesives

SD-05 Design Data

1.8.2 G DOModifications of Structural

Members

SD-06 Test Reports

1.4.4Preservative-treated

SD-07 Certificates

1.9.1Certificates of Grade

1.7Preservative Treatment

06 13 33 SD-03 Product Data

1.4.1 G ROMSDS And CIS

SD-06 Test Reports

1.4.2 G DODelivery Inspection List

31 05 22 SD-03 Product Data

2.2.1.5Thread

2.2.1.6 GInstallation Plan

SD-04 Samples

2.2.1 G DOGeotextiles

SD-06 Test Reports

2.2.1 G DOGeotextiles

2.2.2 G DOSite Verification

SD-07 Certificates

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Anclote River, Maintenance Dredging, 9-Foot Project

31 05 22 2.2.1 G DOGeotextiles

2.2.1.3 GNeedle Punched Geotextile

31 11 00 SD-03 Product Data

3.5.2 GNonsaleable Materials

31 62 19 SD-02 Shop Drawings

1.5 G DOInstallation Drawings

SD-03 Product Data

3.3.2 G DOCushion Block

3.3.2 G DODriving equipment

2.1.3 G DOPile Shoes

3.6 G DOPile driving records

SD-04 Samples

3.6 G DOTest Piles

SD-07 Certificates

2.1.1 G ROTimber Piles

SD-11 Closeout Submittals

3.6 G DOPile driving records

32 31 13 SD-02 Shop Drawings

1.3Fence Assembly

3.15.1Location of Gate, Corner, End, and Pull Posts

1.3Gate Assembly

2.15Gate Hardware and Accessories

1.3Erection/Installation Drawings

SD-03 Product Data

1.3Fence Assembly

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Anclote River, Maintenance Dredging, 9-Foot Project

32 31 13 1.3Gate Assembly

2.15Gate Hardware and Accessories

2.1Recycled Material Content

2.2Zinc Coating

1.5.1PVC Coating

Aluminum Alloy Coating

2.3Fabric

2.10Stretcher Bars

2.18Concrete

SD-04 Samples

2.3Fabric

2.5Posts

2.5Braces

2.6Line Posts

3.3Sleeves

2.9Tension Wire

2.10Stretcher Bars

2.13Gate Posts

2.15Gate Hardware and Accessories

2.17Wire Ties

SD-07 Certificates

1.5.2Certificates of Compliance

SD-08 Manufacturer’s Instructions

1.3Fence Assembly

1.3Gate Assembly

1.3Hardware Assembly

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Anclote River, Maintenance Dredging, 9-Foot Project

32 31 13 1.3Accessories

32 92 23 SD-03 Product Data

1.4.1.2Fertilizer

SD-06 Test Reports

Topsoil composition tests

SD-07 Certificates

2.1sods

33 40 00 SD-04 Samples

2.1 G ROPipe for Culverts and Storm

Drains

SD-07 Certificates

2.1.2 G DOResin Certification

3.5.4.2Determination of Density

3.5.5.1.2 G ROPost-Installation Inspection

Report

3.5.6.1 G ROPost-Installation Inspection

Report

3.3Placing Pipe

2.1.3.1Oil Resistant Gasket

33 40 00.20 SD-02 Shop Drawings

2.2.1 G DODetail Drawings

SD-03 Product Data

2.1.1 G DOComposite Weir Boards

2.3 G DOHDPE Weir Pipe

2.1.3 G ROMaterials List

2.5HDPE Pipe

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Anclote River, Maintenance Dredging, 9-Foot Project

33 40 00.20 SD-07 Certificates

G ROWelding (HDPE fusing)

G ROWelding Certificates

2.5 G ROFusing

SD-08 Manufacturer’s Instructions

3.3 GOutflow Pipe

35 20 23 SD-01 Preconstruction Submittals

Notice of Intent to Dredge

Relocation of Navigation Aids

G ROPre-Existing Conditions

SD-02 Shop Drawings

G RODrag Bar

3.4.6 G ROAcceptance Sections Plan

SD-07 Certificates

1.7Historical Period Shipwreck Sites

Surveys

Daily/Monthly Report of

Operations

3.3.7Misplaced Material

1.10Declaration of Inspection for

Refueling

SD-11 Closeout Submittals

G ROPost Construction Conditions

35 20 26 SD-01 Preconstruction Submittals

1.5Dredge Plant Instrumentation

Plan

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Anclote River, Maintenance Dredging, 9-Foot Project

35 20 26 G, SAM-OP-J

SD-06 Test Reports

3.2.5 G ROData Appropriately Archived

Email

SD-07 Certificates

1.4 G RONational Dredging Quality

Management Program Certification

35 20 27 SD-07 Certificates

1.4 G RONational Dredging Quality

Management Program Certification

35 31 19 SD-02 Shop Drawings

1.5.1 GConstruction Method

SD-03 Product Data

2.2.2 G RORiprap

2.1 G ROBedding Material

1.2.3 GRubble (Ditch Lining)

2.2.2 GRubble (Ditch Lining)

1.6.1.2Sources

SD-04 Samples

2.2.1.2 GSample

SD-06 Test Reports

2.2.1.2Gradation Test

1.6.1.4Evaluation Testing of Stone

2.1Bedding Material

3.4.1.1Bulk Specific Gravity

SD-07 Certificates

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Anclote River,…