W912EP21R0022 Amendment 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

COMPREHENSIVE EVERGLADES RESTORATION PLAN, INDIAN RIVER LAGOON - SOUTH, C-23/24 STORMWATER TREATMENT AREA ST

LUCIE COUNTY, FLORIDA

A. SEE CONTINUATION SHEET FOR AMENDMENT DETAILS.

B. THE PROPOSAL DUE DATE REMAINS UNCHANGED AT AUGUST 17, 2021@ 2:00 P.M. LOCAL TIME.

1. CONTRACT ID CODE PAGE OF PAGES

1 88

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 W912EP21R0022

X 9B. DATED (SEE ITEM 11)

16-Jul-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

20-Jul-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

CERP, Indian River Lagoon South, C-23/24 Stormwater Treatment Area, St. Lucie County, Florida

W912EP21R0022 1 Amendment 0001

SUMMARY OF CHANGES

1. SPECIFICATIONS:

Text changes are in underline green lettering only and deleted text is simply removed to maintain neatness in the Line Items and Pricing Schedule. For other sections, text changes have been updated with additions noted by underlined text (green in PDF) and deletions noted by line/cross-outs (red in PDF). These text changes pertain only to changes made by this amendment.

Changes to Specifications:

Volume 1 of 2 – Technical Specifications:

DELETE 00010A Line Items and Pricing Schedule and REPLACE with the 00010A Line Items and Pricing Schedule.

Volume 2 of 2 – Technical Specifications:

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

2. DRAWINGS:

ADD Drawings E-001 through E-609.

(End of Summary of Changes)

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

COMPREHENSIVE EVERGLADES RESTORATION PLAN,

INDIAN RIVER LAGOON - SOUTH,

C-23/24 STORMWATER TREATMENT AREA

ST LUCIE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

0001 MOBILIZATION AND PREPARATORY WORK JOB $_______________

0002 CR 613 ROAD CONSTRUCTION JOB $_______________

0003 CR 609 ROAD CONSTRUCTION JOB $_______________

0004 S-425 SAG CULVERT JOB $_______________

0005 S-451 UNGATED CULVERTS JOB $_______________

0006 S-441 GATED CULVERTS JOB $_______________

0007 S-431A UNGATED CULVERT JOB $_______________

0008 S-431B UNGATED CULVERT JOB $_______________

0009 S-432A GATED BOX CULVERT JOB $_______________

0010 S-432B GATED BOX CULVERT JOB $_______________

0011 S-433A GATED BOX CULVERT JOB $_______________

0012 S-433B GATED BOX CULVERT JOB $_______________

0013 S-436A GATED BOX CULVERT JOB $_______________

0014 S-436B GATED BOX CULVERT JOB $_______________

0015 S-436C GATED BOX CULVERT JOB $_______________

0016 S-434A FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0017 S-434B FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0018 S-435A FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0019 S-435B FIXED WEIR DROP STRUCTURE & CULVERT JOB $_______________

0020 S-437A CULVERT WITH OPERABLE WEIR JOB $_______________

0021 S-437B CULVERT WITH OPERABLE WEIR JOB $_______________

0022 S-438A CULVERT WITH OPERABLE WEIR JOB $_______________

0023 S-438B CULVERT WITH OPERABLE WEIR JOB $_______________

0024 S-439A CULVERT WITH OPERABLE WEIR JOB $_______________

0025 S-439B CULVERT WITH OPERABLE WEIR JOB $_______________

0026 UNNAMED CULVERTS JOB $_______________

0027 UTILITY CONNECTION AND REMOVAL JOB $_______________

0028 DEMOLITION JOB $_______________

0029 DATA MANAGEMENT JOB $_______________

0030 STOPLOGS JOB $_______________

0031 DEWATERING PANELS JOB $_______________

0032 CONNECTION CANAL 35,000 CUBIC YARD $____________ $_______________

W912EP-21-R-0022 00010A-1 Amendment 0001

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

COMPREHENSIVE EVERGLADES RESTORATION PLAN,

INDIAN RIVER LAGOON - SOUTH,

C-23/24 STORMWATER TREATMENT AREA

ST LUCIE COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0033 CLEARING, GRUBBING, & STRIPPING SEPARATE 2,550 ACRE $____________ $_______________

FROM PROJECT INITIATION ACTIVITIES

0034 CANAL EXCAVATION 1,125,000 CUBIC YARD $____________ $_______________

0035 EMBANKMENT FOUNDATION EXCAVATION 80,000 CUBIC YARD $____________ $_______________

0036 EMBANKMENT FILL 755,000 CUBIC YARD $____________ $_______________

0037 RANDOM AND SELECT FILL 1,785,000 CUBIC YARD $____________ $_______________

0038 RIPRAP, SEPARATE FROM STRUCTURES 75,000 CUBIC YARD $____________ $_______________

0039 BEDDING STONE, SEPARATE FROM STRUCTURES 25,000 CUBIC YARD $____________ $_______________

0040 GEOTEXTILE, SEPARATE FROM STRUCTURES 150,000 SQ YARD $____________ $_______________

0041 SOD 575,000 SQ YARD $____________ $_______________

0042 SEEDING 1,500,000 SQ YARD $____________ $_______________

0043 UNACCEPTABLE FOUNDATION SOIL AND 65,000 CUBIC YARD $____________ $_______________

DEBRIS EXCAVATION

0044 EXISTING IRRIGATION AND DRAINAGE 90,000 LINEAR FOOT $____________ $_______________

CONDUITS EXPLORATION AND REMOVAL

0045 UNCLASSIFIED EXCAVATION 1,175,000 CUBIC YARD $____________ $_______________

0046 PRESSURE RELIEF TRENCH EXCAVATION & 20,000 CUBIC YARD $____________ $_______________

BACKFILL

0047 LIMEROCK 125,000 SQ YARD $____________ $_______________

0048 TOPSOIL PLACEMENT 2,075,000 CUBIC YARD $____________ $_______________

0049 48 RAIN GAGE 1 EACH $____________ $_______________

0050 49 STILLING WELL 19 EACH $____________ $_______________

0051 50 BOAT RAMPS 5 EACH $____________ $_______________

0052 51 PARTNERING REGROUP 4 EACH $____________ $_______________

0053 52 CONTRACTING OFFICER'S FIELD OFFICE 45 MONTH $____________ $_______________

0054 53 ENDANGERED SPECIES MONITORING 45 MONTH $____________ $_______________

0055 54 TURBIDITY MONITORING 45 MONTH $____________ $_______________

0056 55 GOVERNMENT DIRECTED BOLLARDS 1 EACH $____________ $_______________

0057 56 MONITORING WELLS JOB $_______________

TOTAL BASE (LINE ITEMS 0001 THROUGH 0057 56) $_______________

OPTION A

0058 57 TEMPORARY PUMP STATION JOB $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0058 57) $_______________

NOTES: (1) ALL OFFERS MUST BE FOR THE ENTIRE WORK AND MUST HAVE EACH BLANK SPACE COMPLETED.

W912EP-21-R-0022 00010A-2 Amendment 0001

CERP, Indian River Lagoon South C-23/24 Stormwater Treatment Area, St. Lucie County, Florida

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 RESIDENT MANAGEMENT SYSTEM (RMS)

1.3.1 Definition

1.3.2 Instructions

1.4 SUBMITTALS

1.5 JOB PAYMENT ITEMS

1.5.1 Mobilization and Preparatory Work (Line Item 0001)

1.5.2 CR 613 Road Reconstruction (Line Item 0002)

1.5.3 CR 609 Road Reconstruction (Line Item 0003)

1.5.4 Structures

1.5.4.1 S-425 Sag Culvert (Line Item 0004)

1.5.4.2 S-451 Ungated Culverts (Line Item 0005)

1.5.4.3 S-441 Gated Culverts (Line Item 0006)

1.5.4.4 S-431A Ungated Culvert (Line Item 0007)

1.5.4.5 S-431B Ungated Culvert (Line Item 0008)

1.5.4.6 S-432A Gated Box Culvert (Line Item 0009)

1.5.4.7 S-432B Gated Box Culvert (Line Item 0010)

1.5.4.8 S-433A Gated Box Culvert (Line Item 0011)

1.5.4.9 S-433B Gated Box Culvert (Line Item 0012)

1.5.4.10 S-436A Gated Box Culvert (Line Item 0013)

1.5.4.11 S-436B Gated Box Culvert (Line Item 0014)

1.5.4.12 S-436C Gated Box Culvert (Line Item 0015)

1.5.4.13 S-434A Fixed Weir Drop Structure & Culvert (Line Item

0016)

1.5.4.14 S-434B Fixed Weir Drop Structure & Culvert (Line Item

0017)

1.5.4.15 S-435A Fixed Weir Drop Structure & Culvert (Line Item

0018)

1.5.4.16 S-435B Fixed Weir Drop Structure & Culvert (Line Item

0019)

1.5.4.17 S-437A Culvert with Operable Weir (Line Item 0020)

1.5.4.18 S-437B Culvert with Operable Weir (Line Item 0021)

1.5.4.19 S-438A Culvert with Operable Weir (Line Item 0022)

1.5.4.20 S-438B Culvert with Operable Weir (Line Item 0023)

1.5.4.21 S-439A Culvert with Operable Weir (Line Item 0024)

1.5.4.22 S-439B Culvert with Operable Weir (Line Item 0025)

1.5.4.23 Unnamed Culverts (Line Item 0026)

1.5.5 Utility Connection and Removal (Line Item 0027)

1.5.6 Demolition (Line Item 0028)

1.5.7 Data Management (Line Item 0029)

1.5.8 Stoplogs (Line Item 0030)

1.5.9 Dewatering Panels (Line Item 0031)

1.5.10 Monitoring Wells (Line Item 0056)

SECTION 01 22 00 Page 1 W912EP21R0022 Amendment 0001

1.5.11 Temporary Pump Station (Line Item 0057)

1.6 UNIT PRICE PAYMENT ITEMS

1.6.1 Connection Canal (Line Item 0032)

1.6.1.1 Payment

1.6.1.2 Measurement

1.6.1.3 Unit of Measure

1.6.2 Clearing, Grubbing, and Stripping Separate from Project

Initiation Activities (Line Item 0033)

1.6.2.1 Payment

1.6.2.2 Measurement

1.6.2.3 Unit of Measure

1.6.3 Canal Excavation (Line Item 0034)

1.6.3.1 Payment

1.6.3.2 Measurement

1.6.3.3 Unit of Measure

1.6.4 Embankment Foundation Excavation (Line Item 0035)

1.6.4.1 Payment

1.6.4.2 Measurement

1.6.4.3 Unit of Measure

1.6.5 Embankment Fill (Line Item 0036)

1.6.5.1 Payment

1.6.5.2 Measurement

1.6.5.3 Unit of Measure

1.6.6 Random and Select Fill (Line Item 0037)

1.6.6.1 Payment

1.6.6.2 Measurement

1.6.6.3 Unit of Measure

1.6.7 Riprap, Separate from Structures(Line Item 0038)

1.6.7.1 Payment

1.6.7.2 Measurement

1.6.7.3 Unit of Measure

1.6.8 Bedding Stone, Separate from Structures (Line Item 0039)

1.6.8.1 Payment

1.6.8.2 Measurement

1.6.8.3 Unit of Measure

1.6.9 Geotextile, Separate from Structures (Line Item 0040)

1.6.9.1 Payment

1.6.9.2 Measurement

1.6.9.3 Unit of Measure

1.6.10 Sod (Line Item 0041)

1.6.10.1 Payment

1.6.10.2 Measurement

1.6.10.3 Unit of Measure

1.6.11 Seeding (Line Item 0042)

1.6.11.1 Payment

1.6.11.2 Measurement

1.6.11.3 Unit of Measure

1.6.12 Unacceptable Foundation Soil and Debris Excavation (Line Item

0043)

1.6.12.1 Payment

1.6.12.2 Measurement

1.6.12.3 Unit of Measure

1.6.13 Existing Irrigation and Drainage Conduits Exploration and

Removal (Line Item 0044)

1.6.13.1 Payment

1.6.13.2 Measurement

1.6.13.3 Unit of Measure

1.6.14 Unclassified Excavation (Line Item 0045)

1.6.14.1 Payment

SECTION 01 22 00 Page 2

1.6.14.2 Measurement

1.6.14.3 Unit of Measure

1.6.15 Pressure Relief Trench Excavation and Backfill (Line Item

0046)

1.6.15.1 Payment

1.6.15.2 Measurement

1.6.15.3 Unit of Measure

1.6.16 Limerock (Line Item 0047)

1.6.16.1 Payment

1.6.16.2 Measurement

1.6.16.3 Unit of Measure

1.6.17 Rain Gage (Line Item 0048)

1.6.17.1 Payment

1.6.17.2 Measurement

1.6.17.3 Unit of Measure

1.6.18 Stilling Well (Line Item 0049)

1.6.18.1 Payment

1.6.18.2 Measurement

1.6.18.3 Unit of Measure

1.6.19 Boat Ramps (Line Item 0050)

1.6.19.1 Payment

1.6.19.2 Measurement

1.6.19.3 Unit of Measure

1.6.20 Partnering Regroup (Line Item 0051)

1.6.20.1 Payment

1.6.20.2 Measurement

1.6.20.3 Unit of Measure

1.6.21 Contracting Officer's Field Office (Line Item 0052)

1.6.21.1 Payment

1.6.21.2 Measurement

1.6.21.3 Unit of Measure

1.6.22 Endangered Species Monitoring (Line Item 0053)

1.6.22.1 Payment

1.6.22.2 Measurement

1.6.22.3 Unit of Measure

1.6.23 Turbidity Monitoring (Line Item 0054)

1.6.23.1 Payment

1.6.23.2 Measurement

1.6.23.3 Unit of Measure

1.6.24 Government Directed Bollards (Line Item 0055)

1.6.24.1 Payment

1.6.24.2 Measurement

1.6.24.3 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 3

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.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-15 Construction Time Extensions for Weather

EM 385-1-1 Safety and Health Requirements Manual

1.3 RESIDENT MANAGEMENT SYSTEM (RMS)

1.3.1 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.

1.3.2 Instructions

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

(RMS CM).

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal

SECTION 01 22 00 Page 4 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, RO

SD-07 Certificates

Utility Invoices

1.5 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.

1.5.1 Mobilization and Preparatory Work (Line Item 0001)

Job payment will be made for costs associated with and incidental to activities including preparatory work, mobilization/demobilization, establishment of site access roads, haul roads, staging areas, and other infrastructure to maintain Government and Contractor access to and use of the site, establishment of initial project management and coordination, and establishment and maintenance of project controls and any initial maintenance clearing, grubbing, and stripping required. See Clause PAYMENT FOR MOBILIZATION AND PREPARATORY WORK of Section 00700 CONTRACT CLAUSES in Volume 1 and MOBILIZATION AND PREPARATORY WORK of Section 00700

CONTRACT CLAUSES.

Construction Plant and Equipment described in Section 00700 CONTRACT CLAUSES includes:

a. Contractor's testing facility(ies) including validation, equipment and furnishings.

b. Batch plant and appurtenances required for production of conventional

SECTION 01 22 00 Page 5 concrete.

c. Access roads.

d. Haul roads.

e. Staging areas and associated security fencing.

1.5.2 CR 613 Road Reconstruction (Line Item 0002)

Job payment will be made for costs associated with and incidental to CR 613 road reconstruction following the roadway cut necessary to construct the S-451 Ungated Culverts.

1.5.3 CR 609 Road Reconstruction (Line Item 0003)

Job payment will be made for costs associated with and incidental to the CR 609 road reconstruction following the roadway cut necessary to construct the S-441 Gated Culverts.

1.5.4 Structures

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structures, including excavation for foundation, foundation preparation and construction, backfill to pre-existing ground (see below), placement of stone protection (filter fabric, bedding stone and riprap), placement of culverts, headwalls, gates, buildings, radio tower, dewatering that is incidental to work, and installation of all power and control equipment (electric motors, control and communication equipment), accessories and power supply not provided under Line Item UTILITY CONNECTION AND REMOVAL. Fill above pre-existing elevations will not be paid for under this line item, and will be paid for under Line Item EMBANKMENT FILL. The Structures Line Item is subdivided as follows:

1.5.4.1 S-425 Sag Culvert (Line Item 0004)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-425 Sag Culvert.

1.5.4.2 S-451 Ungated Culverts (Line Item 0005)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-451 Ungated Culverts. Road reconstruction of CR 613 will not be paid for under this line item, and will be paid for under Line Item CR 613 ROAD RECONSTRUCTION.

1.5.4.3 S-441 Gated Culverts (Line Item 0006)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-441 Gated Culverts. Road reconstruction of CR 609 will not be paid for under this line item, and will be paid for under Line Item CR 609 ROAD RECONSTRUCTION.

1.5.4.4 S-431A Ungated Culvert (Line Item 0007)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-431A Ungated Culvert.

SECTION 01 22 00 Page 6

1.5.4.5 S-431B Ungated Culvert (Line Item 0008)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-431B Ungated Culvert.

1.5.4.6 S-432A Gated Box Culvert (Line Item 0009)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-432A Gated Box Culvert.

1.5.4.7 S-432B Gated Box Culvert (Line Item 0010)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-432B Gated Box Culvert.

1.5.4.8 S-433A Gated Box Culvert (Line Item 0011)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-433A Gated Box Culvert.

1.5.4.9 S-433B Gated Box Culvert (Line Item 0012)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-433B Gated Box Culvert.

1.5.4.10 S-436A Gated Box Culvert (Line Item 0013)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-436A Gated Box Culvert.

1.5.4.11 S-436B Gated Box Culvert (Line Item 0014)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-436B Gated Box Culvert.

1.5.4.12 S-436C Gated Box Culvert (Line Item 0015)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-436C Gated Box Culvert.

1.5.4.13 S-434A Fixed Weir Drop Structure & Culvert (Line Item 0016)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-434A Fixed Weir Drop Structure & Culvert.

1.5.4.14 S-434B Fixed Weir Drop Structure & Culvert (Line Item 0017)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-434B Fixed Weir

SECTION 01 22 00 Page 7

Drop Structure & Culvert.

1.5.4.15 S-435A Fixed Weir Drop Structure & Culvert (Line Item 0018)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-435A Fixed Weir Drop Structure & Culvert.

1.5.4.16 S-435B Fixed Weir Drop Structure & Culvert (Line Item 0019)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-435B Fixed Weir Drop Structure & Culvert.

1.5.4.17 S-437A Culvert with Operable Weir (Line Item 0020)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-437A Culvert with Operable Weir.

1.5.4.18 S-437B Culvert with Operable Weir (Line Item 0021)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-437B Culvert with Operable Weir.

1.5.4.19 S-438A Culvert with Operable Weir (Line Item 0022)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-438A Culvert with Operable Weir.

1.5.4.20 S-438B Culvert with Operable Weir (Line Item 0023)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-438B Culvert with Operable Weir.

1.5.4.21 S-439A Culvert with Operable Weir (Line Item 0024)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-439A Culvert with Operable Weir.

1.5.4.22 S-439B Culvert with Operable Weir (Line Item 0025)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of the structure S-439B Culvert with Operable Weir.

1.5.4.23 Unnamed Culverts (Line Item 0026)

Job payment will be made for costs associated with and incidental to the operations necessary for construction of all culverts and appurtenances shown on the plans but not specifically named.

1.5.5 Utility Connection and Removal (Line Item 0027)

Job payment will include full compensation for the charges paid to utility

SECTION 01 22 00 Page 8 companies by the Contractor for furnishing all materials, equipment, and labor required to remove and install utility services in accordance with Section 33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION and detailed work as shown in the drawings. Payment will be made for actual cost incurred for utility removal and installation. Actual cost incurred will be based on utility invoices indicated in paragraph SUBMITTALS above. This line item includes the following:

a. Removal of Existing Electrical Service: Florida Power and Light (FP&L) to remove existing electrical service shown on the drawings, including all services, inspections and coordination.

b. Installation of Overhead Electrical Distribution Service: Florida Power and Light (FP&L) to install new electrical service to the cell outlet structures, including all services, inspections and coordination.

1.5.6 Demolition (Line Item 0028)

Job payment will be made for costs associated with and incidental to demolition and removal of existing structures (buildings and culverts), machinery, equipment, manufactured materials, debris and trash. See Demolition Plans. Items must be disposed of off-site unless otherwise specified in the contract requirements.

1.5.7 Data Management (Line Item 0029)

Job payment will be made for costs associated with and incidental to data management. See Section 01 45 08 GEOGRAPHIC INFORMATION SYSTEM DATA

REQUIREMENTS - QUALITY CONTROL AND QUALITY ASSURANCE DATA.

1.5.8 Stoplogs (Line Item 0030)

Job payment will be made for costs associated with and incidental to full compensation for furnishing all stop logs and stop log racks as specified.

1.5.9 Dewatering Panels (Line Item 0031)

Job payment will be made for costs associated with and incidental to full compensation for furnishing all portable dewatering assembly panels with appurtenances as shown on the plans and specifications.

1.5.10 Monitoring Wells (Line Item 005 67)

Job payment will be made for costs associated with and incidental to plugging, abandoning, and replacing the existing monitoring wells in accordance with Section 33 51 39 MONITORING WELLS. Job payment will be made for costs associated with and incidental to plugging and abandoning existing wells and artesian agricultural wells in accordance with Section 33 29 00 PLUGGING AND ABANDONMENT OF WELLS and detailed work as shown in the drawings.

1.5.11 Temporary Pump Station (Line Item 005 78)

Job payment will be made for costs associated with and incidental to the construction of a temporary pump station.

SECTION 01 22 00 Page 9

1.6 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.

1.6.1 Connection Canal (Line Item 0032)

1.6.1.1 Payment

Payment will be made for costs associated with or incidental to operations necessary for construction of the Connection Canal connecting the North St. Lucie River Water Control District (NSLRWCD) C-70 canal to the NSLRWCD C-69 canal. Work shall include, but is not limited to, all excavation, dewatering, hauling, geotextile, bedding stone, riprap, soil preparation, soil mixing, spreading of conditioned topsoil, sodding and seeding.

1.6.1.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by the average end area method. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Give one week advance notice, in writing electronically (e-mail), to the Contracting Officer's Representatives, including the Government surveying team with a physical office at the construction site, of the need for a pre-excavation survey or after-excavation survey for final acceptance. Cross sections will be taken at a 100-foot interval. The cross sections used for calculation of final quantities will be determined from the original survey performed by the Government after clearing and before excavation, and the finished grades shown on the drawings. The final survey performed by the Government will be used to verify that excavation is complete to the required finished grades, from the top of the bank to the top of the bank, and that tolerances have not been exceeded. Excavation below required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). Cross sections used for calculation of quantities for progress payments 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. The requirements for excavation of unacceptable soil and debris beyond specified lines and grades that are discovered during canal excavation will be established and paid for separately as described under Line Item UNACCEPTABLE FOUNDATION

SOIL AND DEBRIS EXCAVATION.

SECTION 01 22 00 Page 10

1.6.1.3 Unit of Measure

Cubic Yard.

1.6.2 Clearing, Grubbing, and Stripping Separate from Project Initiation Activities (Line Item 0033)

1.6.2.1 Payment

Payment will be made for costs associated with or incidental to clearing, grubbing, and stripping; transportation and disposal of materials; hauling and stockpiling of topsoil; and transportation and disposal of non-organic debris in accordance with Sections 31 10 00 CLEARING AND DEBRIS REMOVAL FOR CIVIL WORKS and 31 11 00 CLEARING AND GRUBBING, and 31 23 13 SUBGRADE PREPARATION. The Contractor is responsible for providing a project free of vegetation in the STA cells at initial fill. This will require vegetation management and additional clearing prior to turnover.

1.6.2.2 Measurement

Total amount of area to be paid for under this contract will be measured by the area of land cleared, grubbed, and stripped as determined by land survey.

1.6.2.3 Unit of Measure

Acre.

1.6.3 Canal Excavation (Line Item 0034)

1.6.3.1 Payment

Payment will be made for costs associated with and incidental to canal excavation, dewatering, transportation, and disposal of materials;

excavation, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s); noise control; and, debris removal.

1.6.3.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by the average end area method. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Give one week advance notice, in writing electronically (e-mail), to the Contracting Officer's Representatives, including the Government surveying team with a physical office at the construction site, of the need for a pre-excavation survey or after-excavation survey for final acceptance. Cross sections will be taken at a 100-foot interval. The cross sections used for calculation of final quantities will be determined from the original survey performed by the Government after clearing and before excavation, and the finished grades shown on the drawings. The final survey performed by the Government will be used to verify that excavation is complete to the required finished grades, from the top of the bank to the top of the bank, and that tolerances have not been exceeded. Excavation below required finished grades will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of

SECTION 01 22 00 Page 11 required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). Cross sections used for calculation of quantities for progress payments 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. The requirements for excavation of unacceptable soil and debris beyond specified lines and grades that are discovered during canal excavation will be established and paid for separately as described under Line Item UNACCEPTABLE FOUNDATION

SOIL AND DEBRIS EXCAVATION.

1.6.3.3 Unit of Measure

Cubic yard.

1.6.4 Embankment Foundation Excavation (Line Item 0035)

1.6.4.1 Payment

The unit price for embankment foundation excavation shall include all costs required for completion and maintenance of the required excavation including dewatering that is incidental to the excavation work, hauling/transport, stockpiling and/or disposal of excavated materials, preparing the foundation, proof-rolling of the foundation, mapping, and quality control testing.

1.6.4.2 Measurement

The unit of measurement for embankment foundation excavation will be the cubic yard, computed by the average end area method from cross sections taken after topsoil stripping but before excavation, and then after the excavation operations to the lines and grade shown on the drawings. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1.

Give one week advance notice, in writing electronically (e-mail), to the Contracting Officer's Representatives, including the Government surveying team with a physical office at the construction site, of the need for a pre-excavation survey or after-excavation survey for final acceptance.

Measurement will not include the volume of subgrade material excavated without authorization, for the convenience of the Contractor, or that may be required due to erosion or other damage associated with storm water management or the construction operations of the Contractor. The requirements (pay limits) for excavation of known foundation defects such as existing irrigation and drainage canals that must be excavated and replaced beyond the lines and grades shown on the drawings will be as specified by the Contracting Officer prior to the initiation of those excavation activities. The requirements for excavation of unacceptable foundation soil and debris beyond specified lines and grades shown on the drawings that are discovered during excavation and/or proof rolling operations will be established and paid for separately as described under Line Item UNACCEPTABLE FOUNDATION SOIL AND DEBRIS EXCAVATION.

1.6.4.3 Unit of Measure

Cubic Yard.

SECTION 01 22 00 Page 12

1.6.5 Embankment Fill (Line Item 0036)

1.6.5.1 Payment

Payment will be made for costs associated with or incidental to borrow, processing (removal of unsuitable fill), transportation, placement of suitable materials, mapping, and preparation of finished grade prior to placement of surface exterior improvements and minor structures; providing and maintaining access to the work site(s) and borrow area(s); and noise control.

1.6.5.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities determined by the average end area method. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Give one week advance notice, in writing electronically (e-mail), to the Contracting Officer's Representatives, including the Government surveying team with a physical office at the construction site, of the need for a pre-placement survey or after-placement survey for final acceptance. Cross sections will be taken at a 100-foot interval. The cross sections used for calculation of final quantities will be determined from the original survey performed by the Government after clearing and before fill placement, and the finished grades shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded.

Fill above required finished grades (neat lines) will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). Cross sections used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below 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.

1.6.5.3 Unit of Measure

Cubic yard.

1.6.6 Random and Select Fill (Line Item 0037)

1.6.6.1 Payment

Payment will be made for costs associated with or incidental to borrow, processing (removal of unsuitable fill), transportation, placement of suitable materials, mapping, and preparation of finished grade prior to placement of surface exterior improvements and minor structures; providing and maintaining access to the work site(s) and borrow area(s); and noise control.

1.6.6.2 Measurement

The total amount of material placed, and to be paid for under this contract, will be measured by the volume in-place with quantities

SECTION 01 22 00 Page 13 determined by the average end area method. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Give one week advance notice, in writing electronically (e-mail), to the Contracting Officer's Representatives, including the Government surveying team with a physical office at the construction site, of the need for a pre-placement survey or after-placement survey for final acceptance. Cross sections will be taken at a 100-foot interval. The cross sections used for calculation of final quantities will be determined from the original survey performed by the Government after clearing and before fill placement, and the finished grades shown on the drawings. The final survey performed by the Government will be used to verify that fill placement is complete to the required finished grades, and that tolerances have not been exceeded.

Fill above required finished grades (neat lines) will not be included in quantities calculated for final payment. The estimated quantity for this line item does not include tolerances. The Contractor is responsible for considering the cost of required tolerances, and including this cost in the unit price for this line item (See Section 00010A LINE ITEMS AND PRICING SCHEDULE in Volume 1). Cross sections used for calculation of quantities for progress payments will be determined from the original survey performed by the Government, and elevations below 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.

1.6.6.3 Unit of Measure

Cubic Yard.

1.6.7 Riprap, Separate from Structures(Line Item 0038)

1.6.7.1 Payment

Payment for riprap will be made at the applicable contract unit prices for riprap. Payment will include all costs of furnishing, hauling, placing, and maintaining the riprap until the project is completed and accepted.

No payment will be made for excess thickness of riprap.

1.6.7.2 Measurement

Riprap will be measured for payment as the volume determined by multiplying the area, as measured in the field, of the surface on which the riprap is placed by the thickness perpendicular to the surface of the riprap as dimensioned on the contract drawings.

1.6.7.3 Unit of Measure

Cubic yard.

1.6.8 Bedding Stone, Separate from Structures (Line Item 0039)

1.6.8.1 Payment

Payment for crushed stone placed for bedding material will be made at the applicable contract unit prices for Bedding Stone. Payment will include all costs of furnishing, hauling, placing and maintaining the bedding material until placement of the riprap cover is completed and accepted.

Preparation of the base will not be paid for separately and all costs incidental thereto shall be included in contract prices for other items

SECTION 01 22 00 Page 14 for which payment will be made. No payment will be made for excess thickness of bedding material, nor for material required to replace subgrade material lost by rainwash, wind erosion, overexcavation or otherwise.

1.6.8.2 Measurement

Crushed stone placed for bedding layers will be measured for payment as the volume determined by multiplying the area, as measured in the field, of the surface on which the crushed stone is placed, by the thickness measured perpendicular to the surface of the crushed stone as dimensioned on the contract drawings. Preparation of the base will not be measured for payment.

1.6.8.3 Unit of Measure

Cubic yard.

1.6.9 Geotextile, Separate from Structures (Line Item 0040)

1.6.9.1 Payment

Payment for crushed stone placed for geotextile will be made at the applicable contract unit prices for Geotextile. Payment will include all costs of furnishing, hauling, placing and maintaining the geotextile until placement of the cover is completed and accepted. Preparation of the base will not be paid for separately and all costs incidental thereto shall be included in contract prices for other items for which payment will be made. No payment will be made for excess geotextile, nor for material required to replace subgrade material lost by rainwash, wind erosion, overexcavation or otherwise.

1.6.9.2 Measurement

Geotextile will be measured for payment as the square foot determined by multiplying the area, as measured in the field, of the surface on which the geotextile is placed, as dimensioned on the contract drawings.

Preparation of the base will not be measured for payment.

1.6.9.3 Unit of Measure

Square Yard.

1.6.10 Sod (Line Item 0041)

1.6.10.1 Payment

Payment will be made for all cost associated with or incidental to sodding as allowed in the contract drawings and specified in Section 32 92 23 SODDING. Payment constitutes full compensation for furnishing, installing, and maintaining sod that results in a healthy stand of grass cover as required, including the provision and use of equipment, erosion control methods and materials, topsoil, fertilizers, soil amendments, mulch, pesticides,and water.

1.6.10.2 Measurement

Measurement will be made by land survey of area of sod installed and established.

SECTION 01 22 00 Page 15

1.6.10.3 Unit of Measure

Square Yard.

1.6.11 Seeding (Line Item 0042)

1.6.11.1 Payment

Payment will be made for all cost associated with or incidental to seeding as allowed in the contract drawings and specified in Section 32 92 19 SEEDING. Payment constitutes full compensation for furnishing, installing, and maintaining seeding that results in a healthy stand of grass cover as required, including the provision and use of equipment, erosion control methods and materials, topsoil, fertilizers, soil amendments, mulch, pesticides, and water.

1.6.11.2 Measurement

Measurement will be made by land survey of area seeded and established.

1.6.11.3 Unit of Measure

Square Yard.

1.6.12 Unacceptable Foundation Soil and Debris Excavation (Line Item 0043)

1.6.12.1 Payment

Payment will be made for costs associated with and incidental to excavation of unacceptable foundation soil and debris including all costs required for completion and maintenance of the required excavation including dewatering, hauling/transport, stockpiling and/or disposal of excavated materials, preparing the foundation, proof-rolling of the foundation, mapping, and quality control testing. Backfill required for each excavation will be paid using the same volume estimated for excavation of unacceptable foundation soil and debris.

1.6.12.2 Measurement

The unit of measurement for excavation of unacceptable foundation soil and debris identified during other excavation activities at the site will be the cubic yard, computed by the average end area method from cross sections taken before excavation, and then after the excavation operations to the lines and specified by the Contracting Officer. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. Give one week advance notice, in writing electronically (e-mail), to the Contracting Officer's Representatives, including the Government surveying team with a physical office at the construction site, of the need for a pre-excavation survey or after-excavation survey for final acceptance.

Measurement will not include the volume of subgrade material excavated without authorization, for the convenience of the Contractor, or that may be required due to erosion or other damage associated with storm water management or the construction operations of the Contractor. Both Government and Contractor survey teams must be present to capture the unacceptable foundation soil and debris excavation. A log of unacceptable excavation must be maintained and every entry in the log must be approved by representatives from the Government and Contractor survey teams.

SECTION 01 22 00 Page 16

1.6.12.3 Unit of Measure

Cubic Yard.

1.6.13 Existing Irrigation and Drainage Conduits Exploration and Removal (Line Item 0044)

1.6.13.1 Payment

Payment will be made for costs associated with and incidental to exploration and removal of existing irrigation and drainage conduits in accordance with Section 31 23 13 SUBGRADE PREPARATION and detailed work as shown in the drawings including all costs required for completion and maintenance of the required excavation including dewatering, hauling/transport, stockpiling and/or disposal of excavated materials, preparing the foundation, proof-rolling of the foundation, mapping, and quality control testing. The requirements for excavation of unacceptable soil and debris beyond specified lines and grades that are discovered during exploration and removal of existing irrigation and drainage conduits will be established and paid for separately as described under Line Item UNACCEPTABLE FOUNDATION SOIL AND DEBRIS EXCAVATION.

1.6.13.2 Measurement

Exploration and removal of existing irrigation and drainage conduits will be paid as linear foot. Measurement will be from the conduit end point to end point as measured in the field.

1.6.13.3 Unit of Measure

Linear Foot.

1.6.14 Unclassified Excavation (Line Item 0045)

1.6.14.1 Payment

Payment will be made for costs associated with and incidental to unclassified excavation, dewatering, transportation, and disposal of materials; excavation, hauling and stockpiling of topsoil; providing and maintaining access to the work site(s) and disposal area(s); noise control; and, debris removal. This will include excavation of the STA cells and project swales except canals. See Section 31 00 00 EARTHWORK.

Unclassified excavation will be paid for at the contract unit prices per cubic yard for unclassified excavation. No separate payment shall be made for demucking, disposal of muck and associated environmental permitting compliance activities, and pumping of water or gravity draining of water through ditches from ponded areas within the limits of work. The requirements for excavation of unacceptable soil and debris beyond specified lines and grades that are discovered during unclassified excavation will be established and paid for separately as described under Line Item UNACCEPTABLE FOUNDATION SOIL AND DEBRIS EXCAVATION.

1.6.14.2 Measurement

The total amount of material removed, and to be paid for under this contract, will be measured by the volume in-place prior to excavation with quantities determined by the average end area method.