W912EP21R0022_ Amendment0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

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 AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

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

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

10-Aug-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 CODE CODE

EMAIL: TEL:

SF 30 CONTINUATION SHEET

Comprehensive Everglades Restoration Plan, Indian River Lagoon South C-23/24 Stormwater Treatment Area

St. Lucie County, Florida

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 STANDARD FORM 1442 and REPLACE with the attached REVISED STANDARD FORM 1442.

DELETE ATTACHMENT 8 of SECTION 00100A ADDITIONAL PROPOSAL PREPARATION/SUBMISSION INSTRUCTIONS SOLICITATION PROVISIONS and REPLACE with the attached REVISED ATTACHMENT 8 SECTION 00100A ADDITIONAL PROPOSAL PREPARATION/SUBMISSION INSTRUCTIONS

SOLICITATION PROVISIONS.

Volume 2 of 2 – Technical Specifications:

DELETE Section 01 11 00 and REPLACE with the attached Section 01 11 00.

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

DELETE Section 31 23 13 and REPLACE with the attached Section 31 23 13.

DELETE Section 32 11 23 and REPLACE with the attached Section 32 11 23.

DELETE Section 32 92 23 and REPLACE with the attached Section 32 92 23.

DELETE Section 35 31 19 and REPLACE with the attached Section 35 31 19.

2. DRAWINGS:

DELETE Drawing G-103 and REPLACE with the attached Drawing G-103.

DELETE Drawing C-123 and REPLACE with the attached Drawing C-123.

DELETE Drawing C-703 and REPLACE with the attached Drawing C-703.

DELETE Drawing C-802 and REPLACE with the attached Drawing C-802.

DELETE Drawing S-012 and REPLACE with the attached Drawing S-012.

Add Drawing T-015A.

3. OTHER:

Aerial Photos are being provided for informational purposes only as separate files.

(End of Summary of Changes)

W912EP21R0022 1 AMENDMENT 0004

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

COUNTY, FLORIDA

DESCRIPTION OF WORK: REFER TO PARAGRAPH WORK COVERED BY CONTRACT DOCUMENTS IN SECTION 01 11 00 FOR COMPLETE PROJECT DESCRIPTION PLEASE NOTE "SUFFICIENT REAL PROPERTY INTERESTS ARE NOT CURRENTLY AVAILABLE AND NO CONTRACT WILL

BE AWARDED UNTIL COMPLETE REAL ESTATE CERTIFICATION IS OBTAINED".

DRAWINGS: SEE DFARS CLAUSE 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS, IN SECTION 00700

MAGNITUDE OF CONSTRUCTION IS BETWEEN $100,000,000.00 AND $175,000,000.00.

THIS IS AN UNRESTRICTED SOLICITATION ALL RESPONSIBLE OFFERORS ARE ENCOURAGED TO PARTICIPATE.

THE NAICS CODE FOR THIS PROJECT IS 237990 AND THE SMALL BUSINESS SIZE STANDARD IS $39.5 MILLION

*BLOCK 11 - SEE SECTION 00700, CLAUSE 52.211-10 FOR PERIOD OF PERFORMANCE.

***BLOCK 13A - SEE SECTION 00100A FOR NUMBER OF COPIES.

A SITE VISIT HAS BEEN SCHEDULED. SEE SECTION 00100, FAR CLAUSE 52.236-27 Alt I FOR DETAILS.

YOU MUST BE REGISTERED IN THE SYSTEM FOR AWARD MANAGEMENT (SAM), PER FAR CLAUSE: 52.204-7 IN SECTION 00100 IN ORDER TO

RECEIVE AN AWARD FROM THIS SOLICITATION. THE SAM WEBSITE IS LOCATED AT WWW.SAM.GOV.

TIMOTHY G HUMPHREY 904-232-1072

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

16-Jul-2021

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______90 calendar days and complete it w ithin ________1460 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________*SECTION 00700

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________17 Aug 2021 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP

PAGE OF PAGES

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912EP21R0022 1 OF 268

AMENDMENT 0004

See Item 14 document and return _______ copies to issuing office.)

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

OFFER (Must be fully completed by offeror)

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

FACILITY CODE

(Insert any number equal to or greater than

AMENDMENT NO.

DATE

20B. SIGNATURE 20C. OFFER DATE

(To be completed by Government)

SEE SCHEDULE

41 U.S.C. 253(c)

CODE K3MJ00 27. PAYMENT WILL BE MADE BY CODE 964145

USACE FINANCE CENTER

5722 INTEGRITY DRIVE

ATTN: CEFC-AO-P

MILLINGTON, TN 38054-5005

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)(5)

Contractor agrees

31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE 31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

(REV. 4-85) STANDARD FORM 1442 BACK

(Type or print)

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

(Include ZIP Code)

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AWARD

23. ACCOUNTING AND APPROPRIATION DATA

AMOUNTS SEE SCHEDULE OF PRICES

(Type or print)

14. NAME AND ADDRESS OF OFFEROR

CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

18. The offeror agrees to furnish any required performance and payment bonds.

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER

21. ITEMS ACCEPTED:

22. AMOUNT

(4 copies unless otherwise specified)

26. ADMINISTERED BY

SOUTH FLORIDA AREA OFFICE

SUITE 203

4400 PGA BOULEVARD

PALM BEACH, FL 33410

PH: (561) 626-5299

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN

30B. SIGNATURE

NSN 7540-01-155-3212 00010-2

to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-ence in or attached to this contract.

Your offer on this solicitation, is hereby accepted as to the items listed. This award con-summates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

28. NEGOTIATED AGREEMENT (Contractor is required to sign this (Contractor is not required to sign this document.)29. AWARD

AMENDMENT 0004

ATTACHMENT 8 - PROPOSAL FORMAT

PROPOSAL IN RESPONSE TO SOLICITATION W912EP20R0022 W912EP21R0022

OFFEROR’S NAME: [Offeror enter] OFFEROR’S

ADDRESS: [Offeror enter]

OFFEROR’S POINT OF CONTACT (POC): [Offeror enter]

POC’s TELEPHONE (OFFICE/CELL): [Offeror enter]

POC’s FAX: [Offeror enter]

POC’s EMAIL: [Offeror enter]

THIS OFFER IS SUBMITTED IN SEPARATE VOLUMES AS FOLLOWS: [Offeror check applicable items]

Volume One (Factor 1) – Technical Merit Package is submitted in one file and contains our technical proposal. There is no pricing information in this volume.

Volume Two (Factor 2) – Past Performance Package is submitted in one file. There is no pricing information in this volume.

Volume Three (Factor 3) Small Business Participation Package is submitted in one file.

Volume Four (Factor 4) - Price and Related Information Package is submitted in one file and contains Proposal Data Sheet (Attachment 6), SF 1442 (Solicitation, Offer and Award) and Section 00010A (Line Items and Pricing Schedule), Section 00101, Representations, Certifications and Other Statements of Offerors, electronic copy of the bid bond, Determination of Responsibility Form, and Small Business Subcontracting Plan (For Other than Small Business Offerors).

NOTE: The original bid bond or offer guarantee must be received within two calendar days of the proposal submission date.

W912EP21R0022 00100A-38 Amendment 0004

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 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base

1.2.1.1.1 Phase 1

1.2.1.1.2 Phase 2

1.2.1.1.3 Phase 3

1.2.1.2 Option A

1.2.1.3 Order of Work

1.2.1.3.1 FPL Access and Order of Work

1.2.2 Location

1.2.3 Permit Information

1.2.4 Safety Requirements

1.2.5 NSLRWCD Canal 69 Crossing

1.2.6 Work Performed by Others

1.2.6.1 FPL Vehicle Access

1.2.6.2 Environmentally Sensitive Area Access

1.2.6.3 Project Site Dewatering Design

1.2.6.4 Site Features

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

1.9 LOCATION OF UNDERGROUND FACILITIES

1.9.1 Notification Prior to Excavation

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.10.2 Contractor Responsibility

1.11 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

1.12 UNITS OF MEASURE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 11 00 Page 1 W912EP21R0022 Amendment 0004

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 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)

GDR Section 00 31 32, Geotechnical Data Report for Comprehensive Everglades Restoration Program, Indian River Lagoon - South, C-23/24, Stormwater Treatment Area, St.

Lucie County, Florida

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Base

The work includes construction of a stormwater treatment area consisting of two contiguous cells (about 410 acres) west of County Road (CR) 613, and three contiguous cells (about 1,560 acres) east of CR 613. Cells are parallel, flowing west to east, and consist of about 18,400 feet of perimeter levee and about 3,700 feet of cell division levee west of CR 613, and about 35,500 feet of perimeter levee and 2 cell division levees of about 12,200 and 9,500 feet east of CR 613. Collection and distribution channels run along the east and west ends of each cell.

Work includes construction of one 2-barrel ungated culvert structure (8 feet diameter culverts) under CR 613; one 3-barrel gated culvert structure (5 feet diameter culverts) under CR 609; five gated 8 feet x 6 feet box culverts for release into cells; two ungated 5 feet diameter culverts for boundary seepage return; four ungated 23 feet diameter culverts with weirs for runoff relief; two gated 8 feet x 6 feet box culverts for release from cells; six 5 feet diameter culverts with operable weirs for release from cells; and one 7 feet diameter sag culvert.

Work includes construction of site access from CR 613 and modification of CR 609 and CR 613 roadway drainage (swales and detention features).

There is South Florida Water Management District (SFWMD) owned property east of CR 613 and north of the contiguous cells that can be used for staging.

Work is divided into phases as follows:

SECTION 01 11 00 Page 3

1.2.1.1.1 Phase 1

The work includes project initiation activities.

1.2.1.1.2 Phase 2

The work includes construction of the Connection Canal connecting the North St. Lucie River Water Control District (NSLRWCD) C-70 canal to the NSLRWCD C-69 canal.

1.2.1.1.3 Phase 3

The work includes construction of the two contiguous cells (about 410 acres) west of CR 613, referred to as Cells 1 and 2, including associated structures: S-425 Sag Culvert, S-431A Ungated Culvert, S-431B Ungated Culvert, S-432A Gated Box Culvert, S-432B Gated Box Culvert, S-433A Gated Box Culvert, S-433B Gated Box Culvert, S-434A Fixed Weir Drop Structure and Culvert, S-434B Fixed Weir Drop Structure and Culvert, and S-451 Ungated Culverts. The work includes construction of the three contiguous cells (about 1,560 acres) east of CR 613, referred to as Cells 3, 4, and 5, including associated structures: S-435A Fixed Weir Drop Structure and Culvert, S-435B Fixed Weir Drop Structure and Culvert, S-436A Gated Box Culvert, S-436B Gated Box Culvert, S-436C Gated Box Culvert, S-437A Culvert With Operable Weir, S-437B Culvert With Operable Weir, S-438A Culvert With Operable Weir, S-438B Culvert With Operable Weir, S-439A Culvert With Operable Weir, S-439B Culvert With Operable Weir, and S-441 Gated Culverts.

In addition, the work includes modification of CR 613 and CR 609 roadway drainage.

1.2.1.2 Option A

The work includes installation of a temporary pump station. The temporary pump station centerline will be located east of the C-24 canal, approximately 150 feet north of the S-425 Sag Culvert. The temporary pump station will be turned over to the South Florida Water Management District for operation following construction completion.

1.2.1.3 Order of Work

The Contractor will receive a separate Notice to Proceed (NTP) for each Base Phase and Option A. The first NTP will be to construct Base Phase

1. The Government anticipates issuing subsequent NTPs prior to completion of Base Phase 1. The subsequent NTPs may be issued in any order. Due to the drainage provided by the Base Phase 2 Connection Canal, Base Phase 2 must be completed prior to constructing the Base Phase 3 features associated with Cells 3, 4, and 5.

1.2.1.3.1 FPL Access and Order of Work

To support FPL access to existing infrastructure, the Contractor must complete work on the following structures crossing the FPL easement one at a time: S-425 Sag Culvert, S-434A Fixed Weir Drop Structure and Culvert, and S-434B Fixed Weir Drop Structure and Culvert. Since construction of these structures is expected to limit and/or close the current FPL access at these structure locations, the Contractor must complete construction for one structure location before access is closed for construction of a subsequent structure location.

SECTION 01 11 00 Page 4

1.2.2 Location

Location is in St. Lucie County, Florida about 10.5 miles west-southwest of Fort Pierce. From the Interstate 95 interchange to State Road 70 (Exit 129), take State Road 70 west about 7 miles to CR 609 then north about 0.5 mile to the southeast corner of the project area, or take State Road 70 west about 9 miles to CR 613 then north about 1.5 miles to the project area on the east side of the road. From the Florida Turnpike interchange to State Road 70 (Exit 152), take State Road 70 west about 6.5 miles to CR 609 or 8.5 miles to CR 613, then continue as indicated above.

1.2.3 Permit Information

a. The Contractor is required to comply with all requirements under the terms and conditions set out in the following permit(s) and authorization(s) obtained by the USACE: Florida Department of Environmental Protection (FDEP) 1502 (also known Comprehensive Everglades Restoration Plan Regulation Act (CERPRA)) Permit.

b. No USACE 404 Permit will be issued for this project. The project has been approved via the USACE self-authorization review procedure for civil works projects.

c. In addition, the Contractor is responsible for acquiring the following permit(s):

1. NSLRWCD permit(s) (POC: Patrick Helms at 561-718-0899) to support project site dewatering design and operation during construction.

2. St. Lucie County permit(s) (POC: Patrick Dayan at 772-462-2767) as required to work within the St. Lucie County ROW. The St.

Lucie County permit is contingent upon approval of the Contractor's maintenance of traffic plan, see Section 01 55 26

TRAFFIC CONTROL.

3. St. Lucie County Stormwater permit(s) (POC: Patrick Dayan at 772-462-2767) for the culvert crossings under CR 613 and CR 609 and the modifications of the CR 613 and CR 609 roadway drainage (swales and detention features).

1.2.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

The Contractor is responsible for ensuring all employees and subcontractors performing work in Florida Power and Light (FPL) easements, under FPL distribution lines, or under FPL transmission lines have attended the required FPL Safety 6 training prior to starting this work.

All work must be performed in accordance with the FPL Safety 6 training requirements.

1.2.5 NSLRWCD Canal 69 Crossing

The Contractor should consider options for streamlining transport of soil from the borrow area(s) to the work site, such as a temporary culvert crossing NSLRWCD Canal 69. If pursued, the Contractor must submit a design and calculations for the crossing, coordinate the crossing with North St. Lucie River Water Control District (NSLRWCD) (Patrick Helms) at

SECTION 01 11 00 Page 5

(561-718-0899), and file and obtain permits as necessary.

1.2.6 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

Coordinate work with other Contractors performing work adjacent to the Project, adjacent landowners, and SFWMD staff activities, with specific attention to access and staging areas. Construction sequence must be determined by Contractor subject to the following needs for continuous access and operation by others.

1.2.6.1 FPL Vehicle Access

Maintain vehicle traffic access at all times to FPL to access the Project site and existing FPL infrastructure within the Project site.

To support FPL access to existing infrastructure, see paragraph FPL ACCESS AND ORDER OF WORK of this section.

1.2.6.2 Environmentally Sensitive Area Access

Environmentally Sensitive Areas have been established at the Project site as shown on the drawings. Allow access to Environmentally Sensitive Area 2 at all times to other parties authorized by the Contracting Officer.

1.2.6.3 Project Site Dewatering Design

Coordinate the Project site dewatering design and operation with North St.

Lucie River Water Control District (NSLRWCD) (Patrick Helms) at (561-718-0899) and file and obtain permits as necessary. Do not impede irrigation waters to and drainage from NSLRWCD lands.

1.2.6.4 Site Features

Become familiar with all existing features on site including but not limited to all man-made features. Demolish and properly dispose of all man-made features on site that interfere with the construction of the Project and all features as specified in the Contract. This may include but is not limited to buildings, pumps, tanks, sheetpile walls, barns, trailers, towers, irrigation piping, risers and supports, culverts, wash stations, gates, fencing, pavement, and pads. All Hazardous, Toxic and Radioactive Waste (HTRW) will be removed by SFWMD prior to starting demolition. This should include any fuels, asbestos, and pesticides, etc. If HTRW is identified, immediately contact the Contracting Officer.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. The time for completion does not include establishment of grass. Grass must be established no later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass as set forth in the paragraph SEED ESTABLISHMENT PERIOD of Section 32 92 19 SEEDING.

SECTION 01 11 00 Page 6

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT (GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, complete the layout of the work and obtain all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

SECTION 01 11 00 Page 7

1.6.3 Survey

Provide equipment, tools, material, labor for laying out any part of the work from the monuments, control data, and elevations established by the Government. Maintain and preserve all monuments, stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks or monuments are destroyed by the Contractor or through negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at their discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. All costs for damages to work as a result of acts of God, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, earthquake, hurricane, tropical storm, tornado, or any other weather related events, will be the responsibility of the Contractor. The Contractor must take all necessary precautions and exercise sound engineering and construction practices to protect all temporary and permanent work from damage until final project acceptance. Repair damage to all work (including temporary construction), utilities, materials, equipment and plant to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.8 DAMAGE TO WORK -- COFFERDAM REQUIRED

a. The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. If a cofferdam is constructed in accordance with the plans and progress schedules approved by the Contracting Officer, and is overtopped by flood causes damage to the cofferdam or if any part of the permanent work is damaged by flood, earthquake, hurricane, tornado, or other acts of God, all costs for those damages will be the responsibility of the Contractor. The Contractor shall take all necessary precautions and exercise sound engineering and construction practices to protect all temporary and permanent work from damage until final project acceptance. Damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

b. The Contracting Officer may order the Contractor to flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Such flooding or breach will be considered the same as though the cofferdam, if constructed in accordance with the plans and progress schedules approved by the Contracting Officer, had been overtopped, in which all costs will be the responsibility of the Contractor for repair of damages to the cofferdam and /or any part of the permanent, or temporary work, as provided in subparagraph a. above

SECTION 01 11 00 Page 8

1.9 LOCATION OF UNDERGROUND FACILITIES

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Perform toning where indicated or shown by the Contracting Officer.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact FPL 10 days prior to excavating. Contractor is responsible for marking all utilities not marked by FPL or CALL SUNSHINE BEFORE YOU DIG at 1-800-432-4770.

1.10 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (31 OCT 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. This time extension shall not be compensable. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.10.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA to obtain MONTHLY

ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A

reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50

WEATHER, WATER STAGE AND TIDE DATA.

1.10.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include the number of actual adverse weather delay days impacted by actual adverse

SECTION 01 11 00 Page 9 weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.11 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

It is understood and agreed by the parties hereto that the project works being performed under this Contract are for the benefit of the South Florida Water Management District, which agency, as the representative of the State of Florida, is responsible for acquisition of lands upon which the construction is to take place. This responsibility is pursuant to authorizing legislation of the Congress of the United States of America.

It is clearly understood that the project works to be constructed herein, upon completion, will be turned over to that agency for operation and maintenance as part of the Government's project agreement obligation.

1.12 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of his work. All survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings, shall clearly denote which system of measure is being utilized, referenced or discussed. Any omission, unprofessional or inaccurate use of a unit of measure on the part of the Contractor shall not relieve him of his responsibilities under the contract terms. The unit of measure used in this specification is the standard U.S. system. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S. system.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 10

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

1.5.11 Temporary Pump Station (Line Item 0058)

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

1.6.25 Plugging and Abandonment of FAS Agricultural Water Supply

Wells (Line Item 0057)

1.6.25.1 Payment

1.6.25.2 Measurement

1.6.25.3 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 Page 4

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 5 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 6 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 7

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 8

Drop Structure & Culvert.

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

Job payment will be…