B.08 Amendment 0003 W912EP22R0005.pdf

W912EP22R0005

Jacksonville District

CENTRAL EVERGLADES PLANNING PROJECT

(CEPP) CONTRACT 11A, EAA A-2 RESERVOIR

FOUNDATION AND CUTOFF WALL

Palm Beach County, Florida

Construction Solicitation and Specifications

Amendment 0003

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

The purpose of this amendment is to:

1. Provide Changes to Section SF1442.

2. Provide Changes to Volume II–Technical Specifications.

3. Provide Changes to Drawings.

4. Provide Report of Geotechnical Exploration and Surveys as attachments.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP22R0005

X 9B. DATED (SEE ITEM 11)

10-Jun-2022

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 X is extended, is not extended.

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

18-Jul-2022

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:

W912EP22R0005 Amendment 0003

SF 30 CONTINUATION SHEET

CENTRAL EVERGLADES PLANNING PROJECT

(CEPP) CONTRACT 11A, EAA A-2 RESERVOIR

FOUNDATION AND CUTOFF WALL

PALM BEACH COUNTY, FLORIDA

Amendment 0003

SUMMARY OF CHANGES

1. GENERAL:

A. In Volume 1 sections, the text changes have been updated with additions noted by green colored text and deletions noted by line/cross-outs and/or red text and pertain only to changes made by this amendment. For certain sections, the entire section is replaced if there is any change.

B. In Volume 2 sections, the text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents.

2. SOLICITATION AND SPECIFICATIONS:

VOLUME 1 OF 2:

DELETE Section SF1442 and REPLACE with the attached Section SF1442.

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

VOLUME 2 OF 2:

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

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

DELETE Section 01 52 10 and REPLACE with the attached revised Section 01 52 10.

DELETE Section 02 35 29 and REPLACE with the attached revised Section 02 35 29.

DELETE Section 31 00 00 and REPLACE with the attached revised Section 31 00 00.

DELETE Section 31 00 00 Submittal Register REPLACE with the attached revised Section 31 00 00 Submittal Register.

DELETE Section 31 23 24 and REPLACE with the attached revised Section 31 23 24.

DELETE Section 31 66 10 and REPLACE with the attached revised Section 31 66 10.

3. DRAWINGS:

DELETE Drawing G-001 and REPLACE with the attached revised Drawing G-001.

DELETE Drawing G-002 and REPLACE with the attached revised Drawing C-002.

DELETE Drawing V-101 and REPLACE with the attached revised Drawing V-101.

INSERT the attached Drawing V-102 BETWEEN Drawing V-101 and Drawing B-101.

DELETE Drawing C-100 and REPLACE with the attached revised Drawing C-100.

DELETE Drawing C-102 and REPLACE with the attached revised Drawing C-102.

DELETE Drawing C-108 and REPLACE with the attached revised Drawing C-108.

DELETE Drawing C-115 and REPLACE with the attached revised Drawing C-115.

4. ATTACHMENTS:

EAA_DWG_22-081_S&U

EAA_TXT_22-081_S&U_Points

370939-CEPP-EAA-REPORT OF GEOTECHNICAL EXPLORATION_INSERT_1

To access files:

Please send an email request to Martha Sequeira at martha.g.sequeira@usace.army.mil and copy James Tracy at james.t.tracy@usace.army.mil and the attachments will be provided via DoD SAFE for retrieval.

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

(End of Summary of Changes)

SOLICITATION, OFFER, 1. SOLICITA TlON NO. 2. TYPE OF SOLICITA TlON 3. DA 1E ISSUED PAGE OF PAGES

AND AWARD □ SEALEDBID (FB) 1 0-Jun-2022 (Construction, Alteration, or Repair)

W912EP22R0005

� NEGOTIA 1ED (RFP)

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

4. CONTRACT NO. 5. REQUISITlON/PUROiASE REQUEST NO. 6. PROJECT NO.

7. ISSUEDBY CODE IW912EP 8. ADDRESS OFFER TO (If Other Than Item 7) CODE I

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION See Item 7

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

lEL: FAX: lEL: FAX:

9. FOR INFORMI\ TION A. NAIVE B. TB.EPHONE NO. (Include area code) (NO COLLECT CALLS)

CALL: MARlHA G SEQUffiA 904-232-1792

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMI\NCE OF THE WORK DESCRIBED IN THESE DQCl.11,ENTS (Title, identifying no., date):

Central Everglades Planning A"oject (CEPP) Contract 11A, Everglades Agricultural Area (EAA) A-2 Reservoir Foundation & Cutoff Wall A"oject, Palm Beach County, Florida.

DESCRIPTION OF WORK: REFER TO SECTION 01 11 00 FOR COMPLETE PROJECT DESCRIPTION.

DRAWINGS: SEE DFARS CLAUSE 252.236-7001, IN SECTION 00100.

MAGNITUDE OF CONSTRUCTION IS BETWEEN $250,000,000 and $500,000,000.

THIS IS AN UNRESTRICTED SOLICITATION AND ALL RESPONSIBLE OFFERORS ARE B'IICOURAGED TO PARTICIPATE

THE NAICS CODE IS 237990 AND THE SMALL BUSINESS SIZE STANDARD IS $39,500,000.00.

OFFERORS ARE NOTIFIED THAT REAL ESTA 1E IS NOT CURRENTLY CLEARED FOR CONSTRUCTION BUT WILL BE BY ISSUANCE OF THE

FULL NOTICE TO PROCEED.

,_BLOCK 11 - SEE SECTION 00700, CLAUSE52.211-10 FOR PERIOD OF PERFORMI\NCE

A SITE VISIT WILL BE HB..D SEE FAR CLAUSE 52.236-27 IN SECTION 00100.

YOU MUST BEREGISlERED IN SAM NORDER TO REC8VEAN AWARD FROM THIS SOLICITATlON. THE SAM WEBSITE IS LOCAlEDATVWWV.SAMGOV.

11. The Contractor shall begin performance within 60 calendar days and complete it within 2044 calendar days after receiving

Daw ard, 0 notice to proceed. This performance period is � mandatory, D negotiable. (See FAR 52.211-10 .)

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMI\NCEAND PA YMB'IIT BONDS? 128. CALENDAR DAYS (If "YES," indicate v.nthin how many calendar days after award in Item 128.)

�YES □ NO

13. ADDITlONAL SOLICITATION REQUIB.ENTS:

A. copies to perform the w ork required are due at the place specified in tern 8 by 02:00 PM (hour) Sealed offers in original and local time (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offerer's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee � is, D is not required.

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

D. Offers providing less than 90

NSN 7540-01-155-3212

calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

25 28 Jul 2022---

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

CENTRAL EVERGLADES PLANNING PROJECT (CEPP)

CONTRACT 11A,

EAA A-2 RESERVOIR FOUNDATION AND CUTOFF WALL

PALM BEACH COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 PROJECT INITIATION ACTIVITES JOB $____________

0002 CLEARING AND GRUBBING 370 ACRE $____________ $____________

0003 PRELIMINARY FOUNDATION PREPARATION 1,480,000 SY $____________ $____________

0004 SURFACE AND SUBSURFACE WATER MANAGEMENT JOB $____________

0005 FINAL FOUNDATION PREPARATION 1,480,000 SY $____________ $____________

0006 SELECT FILL 360,000 CY $____________ $____________

0007 LIME ROCK BASE 40,000 SY $____________ $____________

0008 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 348,500 500,000 CY $____________ $____________

0009 CLSM TOP COVER 51,000 LF $____________ $____________

0010 CUTOFF WALL 263,500 SY $____________ $____________

0011 VERIFICATION DRILLING/TESTING 175 EACH $____________ $____________

0012 STANDBY TIME 70 DAY $____________ $____________

0013 DATA MANAGEMENT JOB $____________

0014 SODDING 95,000 SY $____________ $____________

0015 PARTNERING REGROUP - MEETING 6 EACH $____________ $____________

0016 PARTNERING REGROUP - VENUE 6 EACH $____________ $____________

0017 ACCESS ROAD MAINTENANCE JOB $____________

0018 RELOCATION OF CONSTRUCTION FIELD OFFICE JOB $____________

0019 ENVIRONMENTAL MONITORING JOB $____________

0020 CONTRACTING OFFICER'S FIELD OFFICE 48 MO $____________ $____________

0021 ADDITIONAL CONTRACTING OFFICER'S FIELD OFFICE 48 MO $____________ $____________

0022 TEMPORARY QUALITY ASSURANCE LAB 48 MO $____________ $____________

OPTION 1 (STA 868+50 to 58+55)

0023 CLEARING AND GRUBBING 75 ACRE $____________ $____________

0024 PRELIMINARY FOUNDATION PREPARATION 303,000 SY $____________ $____________

0025 SURFACE AND SUBSURFACE WATER MANAGEMENT JOB $____________

0026 FINAL FOUNDATION PREPARATION 303,000 SY $____________ $____________

0027 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 77,300124,300 CY $____________ $____________

0028 CLSM TOP COVER 9,981 LF $____________ $____________

0029 CUTOFF WALL 55,500 SY $____________ $____________

0030 VERIFICATION DRILLING/TESTING 35 EACH $____________ $____________

0031 DATA MANAGEMENT JOB $____________

0032 PARTNERING REGROUP - MEETING 2 EACH $____________ $____________

0033 PARTNERING REGROUP - VENUE 2 EACH $____________ $____________

0034 ACCESS ROAD MAINTENANCE JOB $____________

0035 ENVIRONMENTAL MONITORING JOB $____________

0036 CONTRACTING OFFICER'S FIELD OFFICE 21 MO $____________ $____________

0037 ADDITIONAL CONTRACTING OFFICER'S FIELD OFFICE 21 MO $____________ $____________

0038 TEMPORARY QUALITY ASSURANCE LAB 21 MO $____________ $____________

BASE (STA 308+00 to 868+50)

TOTAL BASE (LINE ITEMS 0001 THROUGH 0022)

TOTAL OPTION 1 (LINE ITEMS 0023 THROUGH 0038)

W912EP22R0005 00010A-1 Amendment 0003 k3endca9 Cross-Out k3endca9 Cross-Out

CENTRAL EVERGLADES PLANNING PROJECT (CEPP)

CONTRACT 11A,

EAA A-2 RESERVOIR FOUNDATION AND CUTOFF WALL

PALM BEACH COUNTY, FLORIDA

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

OPTION 2 (STA 58+55 to 188+60)

0039 CLEARING AND GRUBBING 75 ACRE $____________ $____________

0040 PRELIMINARY FOUNDATION PREPARATION 303,000 SY $____________ $____________

0041 SURFACE AND SUBSURFACE WATER MANAGEMENT JOB $____________

0042 FINAL FOUNDATION PREPARATION 303,000 SY $____________ $____________

0043 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 97,100116,600 CY $____________ $____________

0044 CLSM TOP COVER 9,980 LF $____________ $____________

0045 CUTOFF WALL 59,700 SY $____________ $____________

0046 VERIFICATION DRILLING/TESTING 35 EACH $____________ $____________

0047 DATA MANAGEMENT JOB $____________

0048 PARTNERING REGROUP - MEETING 2 EACH $____________ $____________

0049 PARTNERING REGROUP - VENUE 2 EACH $____________ $____________

0050 ACCESS ROAD MAINTENANCE JOB $____________

0051 ENVIRONMENTAL MONITORING JOB $____________

0052 CONTRACTING OFFICER'S FIELD OFFICE 21 MO $____________ $____________

0053 ADDITIONAL CONTRACTING OFFICER'S FIELD OFFICE 21 MO $____________ $____________

0054 TEMPORARY QUALITY ASSURANCE LAB 21 MO $____________ $____________

OPTION 3 (STA 188+60 to 308+00)

0055 CLEARING AND GRUBBING 75 ACRE $____________ $____________

0056 PRELIMINARY FOUNDATION PREPARATION 303,000 SY $____________ $____________

0057 SURFACE AND SUBSURFACE WATER MANAGEMENT JOB $____________

0058 FINAL FOUNDATION PREPARATION 303,000 SY $____________ $____________

0059 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 89,40099,000 CY $____________ $____________

0060 CLSM TOP COVER 9,940 LF $____________ $____________

0061 CUTOFF WALL 59,200 SY $____________ $____________

0062 VERIFICATION DRILLING/TESTING 35 EACH $____________ $____________

0063 DATA MANAGEMENT JOB $____________

0064 PARTNERING REGROUP - MEETING 2 EACH $____________ $____________

0065 PARTNERING REGROUP - VENUE 2 EACH $____________ $____________

0066 ACCESS ROAD MAINTENANCE JOB $____________

0067 ENVIRONMENTAL MONITORING JOB $____________

0068 CONTRACTING OFFICER'S FIELD OFFICE 22 MO $____________ $____________

0069 ADDITIONAL CONTRACTING OFFICER'S FIELD OFFICE 22 MO $____________ $____________

0070 TEMPORARY QUALITY ASSURANCE LAB 22 MO $____________ $____________

$____________TOTAL BID (LINE ITEMS 0001 THROUGH 0070)

TOTAL OPTION 2 (LINE ITEMS 0039 THROUGH 0054)

TOTAL OPTION 3 (LINE ITEMS 0055 THROUGH 0070)

W912EP22R0005 00010A-2 Amendment 0003 k3endca9 Cross-Out k3endca9 Cross-Out

CENTRAL EVERGLADES PLANNING PROJECT (CEPP)

CONTRACT 11A,

EAA A-2 RESERVOIR FOUNDATION AND CUTOFF WALL

PALM BEACH COUNTY, FLORIDA

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100 "INSTRUCTIONS TO OFFERORS".

(2) FAILURE TO COMPLETE AND RETURN ALL REQUIRED SUBMISSION (SF 1442, SECTION 00010A, SECTION 00101, AND BID

BOND) COULD RENDER YOUR BID NON-RESPONSIVE.

(3) REFER TO CLAUSE 52.211-10 COMMENCEMENT, PROSECTION, AND COMPLETION OF WORK (APR 1984), IN SECTION 00700

OF THE SOLICITATION.

(4) SURFACE DATA IN XLM FORMAT IS AVAILABLE FOR INFORMATION PURPOSES ONLY. THE GOVERNMENT ASSUMES NO

RESPONSIBILITY FOR ANY APPARENT ERRORS THAT MAY BE PRESENT IN THE DATA; NOR DOES THE GOVERNMENT ASSUME

RESPONSIBILITY FOR ANY CONCLUSIONS OR INTERPRETATIONS MADE BY THE CONTRACTOR BASED ON THE PROVIDED

DATA. THE XML DATA IS AVAILABLE IN COMPRESSED (ZIP) FORMAT FOR DOWNLOAD BY THE OFFEROR WITH THE

SOLICITATION ON THE SAM.GOV (https:/sam.gov) WEBSITE. THE AVAILABLE INFORMATION MAY INCLUDE XML SURFACES FOR

THE EXISTING SITE GRADES, EXCAVATION GRADES, AND FINISHED GRADES. THE XML DATA MAY NOT FULLY DEFINE

SURFACES RELATED TO TEMPORARY CUTS REQUIRED FOR SITE FEATURES SUCH AS STORMWATER MANAGEMENT AND

EROSION CONTROL COMPONENTS. FURTHER, THE XML DATA MAY NOT REFLECT EMBANKMENT FOUNDATION DETAILS

SUCH AS SOIL BENCHING. THE XML DATA MAY NOT FULLY DEFINE SURFACES RELATED TO SITE FEATURES SUCH AS

STORMWATER MANAGEMENT AND EROSION CONTROL COMPONENTS. FURTHER, THE XML DATA MAY NOT REFLECT

EMBANKMENT PENETRATIONS, INTERNAL EMBANKMENT COMPONENTS SUCH AS SEEPAGE COLLECTION SYSTEMS, NOR

EMBANKMENT SLOPE PROTECTION.

(5) ALL BID UNIT QUANTITIES ARE ESTIMATES.

W912EP22R0005 00010A-3 Amendment 0003

Central Everglades Planning Project (CEPP) Contract 11A EAA A-2 Reservoir Foundation and Cutoff Wall, Palm Beach 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

1.2.2 Location

1.2.3 Safety Requirements

1.2.4 Work Performed by Others

1.2.5 Order of work and Restrictions

1.3 SUBMITTALS

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

1.6 PHYSICAL DATA

1.6.1 Physical Conditions

1.6.2 Weather and Water Stage Data

1.6.3 Contractor Investigation

1.6.4 Construction Sequence and Turnover Plan (CSTP)

1.7 LAYOUT OF WORK

1.7.1 Established Project Control

1.7.2 Layout

1.7.3 Survey

1.8 DAMAGE TO WORK

1.9 EXISTING WORK

1.10 LOCATION OF UNDERGROUND FACILITIES

1.10.1 Notification Prior to Excavation

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.11.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.11.2 Contractor Responsibility

1.12 UNITS OF MEASURE

1.13 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

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)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes clearing, grubbing, de-mucking, foundation preparation, installation of a seepage cutoff wall, canal backfilling, blasting, and all incidental related work to prepare approximately 15.3 miles of foundation for a 17.3-mile-long embankment dam, to be constructed under separate contract within the Everglades Agricultural Area (EAA). The approximate toe to toe width of the dam foundation is 260 feet in the north, east, and west; and 235 feet in the south. Surface and subsurface water management are required to conduct work in the dry, in a neat and orderly manner, in accordance with contract specifications.

1.2.2 Location

The project is located in western Palm Beach County, Florida, south of Lake Okeechobee. Access to the site will be from U.S. Highway 27 approximately 13 miles south of the city of South Bay, Florida.

1.2.3 Safety Requirements

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

1.2.4 Work Performed by Others

See paragraph PROJECT COORDINATION of Section 01 30 00 ADMINISTRATIVE

PROCEDURES.

1.2.5 Order of work and Restrictions

There will be multiple Notice to Proceed (NTP) issued for this project.

The first NTP will allow the Contractor to establish the Contracting Officer's Field Office, Temporary Quality Assurance Lab, as well as the Contractor's own field office within the area designated "Primary Construction Field Office Location" as shown on the contract drawings. No work outside the "Primary Construction Field Office Location" will be permitted with issuance of the first NTP. The first NTP will be issued as

SECTION 01 11 00 Page 2 stated in Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK of Section 00700 CONTRACT CLAUSES in Volume 1. The second NTP will be issued no less than ninety (90) calendar days following contract award as stated in Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK of Section 00700 CONTRACT CLAUSES in Volume 1. The second NTP will permit work within the full limits of construction as shown on the contract drawings. Any further restriction to the location of work is described in subsequent paragraphs of this section.

Farming activities are on-going outside the Limits of Construction for this project that are coordinated by the Florida Crystals Corporation.

Contractor's options for discharging surface and subsurface water are (1) within the Limits of Construction and (2) Off-site. If the Contractor elects to discharge water outside the Limits of Construction ("off-site") at any time during execution of the project, refer to Section 01 57 20 ENVIRONMENTAL PROTECTION for required permits and authorizations.

This contract is comprised of a base and options. The base contract will be for construction activities between stations 308+00 and 868+50 less any stations noted as "no work" within these limits. Option 1 will be for construction activities between stations 868+50 and 58+55 less any stations noted as "no work" within these limits. Option 2 will be for construction activities between stations 58+55 and 188+60 less any stations noted as "no work" within these limits. Option 3 will be for construction activities between stations 188+60 and 308+00 less any stations noted as "no work" within these limits.

The following project features must be performed in the following sequence: (1) Clearing and Grubbing, (2) Preliminary Foundation Preparation, (3) Rock Foundation Inspection and Geologic Mapping, (4) Final Foundation Preparation, (5) Controlled Low Strength Material (CLSM),

(6) CLSM Top Cover, and (7) Cutoff Wall (including Verification Drilling/Testing).

Demonstration sections are required for Preliminary Foundation Preparation, Controlled Low Strength Material (CLSM), CLSM Top Cover, and Cutoff Wall. The demonstration sections are 500 linear feet in length and are to be constructed between stations 445+00 to 450+00 and 460+00 to 465+00, as shown on the plans. The demonstration section between stations 460+00 to 465+00 applies to performing production work along the south side of the D-623 embankment alignment (between stations 457+00 and 712+00). Only one cutoff wall demonstration section is required; the Contractor can select either of the two locations to perform the cutoff wall demonstration section. Production work outside the demonstration section limits for these project features cannot begin until it is proven that the means and methods satisfy the requirements of the specifications. Cutoff wall demonstration is required to commence within 180 calendar days of completing the demonstration of CLSM Top Cover or following completion of 10,000 feet of CLSM Top Cover, whichever occurs first. Following successful completion and Government approval of Cutoff Wall demonstration, production in accordance with the approved Cutoff Wall Construction Plan must commence in no more than 14 calendar days. No implication is made by these time frames or distances that cutoff wall operations will not outpace CLSM Top Cover operations: t The Contractor is fully responsible for controlling the pace of production work . and any downtime associated with the Contractor’s operations is the sole responsibility of the Contractor. This must be clearly detailed in the Construction Sequence and Turnover Plan.

SECTION 01 11 00 Page 3

Following completion of the cutoff wall demonstration section(s) and progression of production work that includes the completion of all features of work as outlined above and throughout the plans and technical specifications, the Government intends to request sections of completed work be submitted for acceptance by the Government in not less than 500 linear foot sections. As Acceptance Sections are complete, the Contractor must immediately submit the documentation required of Section 01 45 08 DATA MANAGEMENT AND DATA REQUIREMENTS and Section 01 78 02 CLOSEOUT SUBMITTALS. Following approval, the completed Acceptance Sections will be removed from the Contractor's limits of construction as the Government will be turning these sections over to a future construction contract for embankment construction.

Multiple construction contracts managed by both the U.S. Army Corps of Engineers (USACE) and the South Florida Water Management District (SFWMD) are ongoing both west and north of the construction limits. To minimize conflict with those contractors, construction of project features is restricted to the south and east sides of the D-623 embankment alignment (between stations 308+00 and 712+00) for 365 calendar days following the first NTP. The Contracting Officer or their duly appointed representative may remove restrictions to work location within the limits of construction at any time during the execution of this project.

As noted on contract drawings, no work is to be performed between stations

(1) 322+00 and 338+00, (2) 378+25 and 380+75 (3) 517+00 and 533+00, (4) 815+00 and 831+00, (5) 38+00 and 43+00, (6) 81+75 and 112+00, (7) 222+00 and 238+00, and (8) 250+00 and 254+00. In areas where no work is to be performed, the road and drainage networks are to be shared between the USACE, the SFWMD, Florida Crystals Corporation., and their representatives for the duration of this construction contract. The Contractor may not close or otherwise impede traffic along the existing road network nor obstruct or otherwise divert the drainage network(s) that are within the construction limits designated as no work areas. The Contractor will be responsible for maintaining any road or drainage network within the limits of construction for the duration of this contract, to include the roads and drainage networks within the "no work" areas.

1.3 SUBMITTALS

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

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

Construction Sequence and Turnover Plan (CSTP) ; G, DO

1.4 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. 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. Grass must be established not 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.

SECTION 01 11 00 Page 4

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

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

1.6 PHYSICAL DATA

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

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

Review Section 00 33 50 WEATHER AND WATER STAGE DATA for an understanding of surrounding infrastructure and operating water levels that will influence seepage impacts to the construction area during construction.

It is the Contractor's responsibility to manage both surface and subsurface water within the construction limits for the duration of construction.

1.6.2 Weather and Water Stage Data

See Section 00 33 50 WEATHER AND WATER STAGE DATA. It is the Contractor's responsibility to obtain information concerning rain, wind, and lightning.

1.6.3 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.

1.6.4 Construction Sequence and Turnover Plan (CSTP)

The Contractor must develop a detailed Construction Sequence and Turnover Plan (CSTP) that:

a. Outlines and illustrates the approach, sequence, and timing to complete the work as described within the plans and technical specifications.

b. Must include the work production rates that are anticipated to maintain the construction schedule, and the means for monitoring and tracking daily/weekly/monthly progress of the features of work.

c. Must include the procedures for turnover of completed and accepted foundation segments (inclusive of: Preliminary Foundation Preparation, Rock Foundation Inspection and Geologic Mapping, Final Foundation Preparation, Controlled Low Strength Material (CLSM), CLSM Top Cover, and Cutoff Wall (including Verification Drilling/Testing)) including requirements Sections 01 45 08 DATA MANAGEMENT AND DATA REQUIREMENTS and 01 78 02 CLOSEOUT SUBMITTALS.

SECTION 01 11 00 Page 5

The completed and accepted foundation segments will be removed from the Contractor's limits of construction in no less than 500-foot segments.

The Government will turn these segments over to a future construction contract for embankment construction. The Contractor and Government will work diligently to satisfy the intent of the contract requirements.

1.7 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.

1.7.1 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.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.7.2 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.

1.7.3 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.

1.8 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. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the

SECTION 01 11 00 Page 6 opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, 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.

1.9 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.10 LOCATION OF UNDERGROUND FACILITIES

All underground utilities within the work limits must be positively identified by a private utility locating service. Any utilities found which are not shown on the construction drawings must be brought to the Contracting Officer's attention prior to proceeding with construction.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work. Contact "CALL SUNSHINE BEFORE YOU DIG" at 1-800-432-4770 at least 5 days prior to starting excavation work. Contractor is responsible for marking all utilities not marked by "CALL SUNSHINE".

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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. 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.

1.11.1 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

SECTION 01 11 00 Page 7 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 AND WATER STAGE DATA to obtain MONTHLY

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

1.11.2 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 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 AND WATER STAGE 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.

1.12 UNITS OF MEASURE

The standard U.S. system of measure shall be utilized by the Contractor in the performance of work. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote 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.

1.13 SOUTH FLORIDA WATER MANAGEMENT DISTRICT

The Non-Federal sponsor, the South Florida Water Management District, owns the land and will take physical possession of the project once completed for operation and maintenance as part of the Government's project agreement obligation.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Reference

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

1.2.2 Instructions

1.3 SUBMITTALS

1.4 JOB PAYMENT ITEMS

1.4.1 Project Initiation Activities (Line Items 0001)

1.4.2 Surface and Subsurface Water Management (Line Items 0004, 0025, 0041, and 0057)

1.4.3 Data Management (Line Items 0013, 0031, 0047, and 0063)

1.4.4 Access Road Maintenance (Line Items 0017, 0034, 0050, and 0066)

1.4.5 Relocation of Consruction Field Office (Line Item 0018)

1.4.6 Environmental Monitoring (Line Items 0019, 0035, 0051, and

0067)

1.5 UNIT PRICE PAYMENT ITEMS

1.5.1 Clearing and Grubbing (Line Items 0002, 0023, 0039, and 0055)

1.5.1.1 Payment

1.5.1.2 Measurement

1.5.1.3 Unit of Measure

1.5.2 Preliminary Foundation Preparation (Line Items 0003, 0024, 0040, and 0056)

1.5.2.1 Payment

1.5.2.2 Measurement

1.5.2.3 Unit of Measure

1.5.3 Final Foundation Preparation (Line Items 0005, 0026, 0042, and

0058)

1.5.3.1 Payment

1.5.3.2 Measurement

1.5.3.3 Unit of Measure

1.5.4 Select Fill (Line Item 0006)

1.5.4.1 Payment

1.5.4.2 Measurement

1.5.4.3 Unit of Measure

1.5.5 Lime Rock Base (Line Item 0007)

1.5.5.1 Payment

1.5.5.2 Measurement

1.5.5.3 Unit of Measure

1.5.6 Controlled Low Strength Material (CLSM) (Line Items 0008, 0027, 0043, and 0059)

1.5.6.1 Payment

1.5.6.2 Measurement

1.5.6.3 Unit of Measure

1.5.7 CLSM Top Cover (Line Items 0009, 0028, 0044, and 0060)

SECTION 01 22 00 Page 1

1.5.7.1 Payment

1.5.7.2 Measurement

1.5.7.3 Unit of Measure

1.5.8 Cutoff Wall (Line Items 0010, 0029, 0045, and 0061)

1.5.8.1 Payment

1.5.8.2 Measurement

1.5.8.3 Unit of Measure

1.5.9 Verification Drilling/Testing (Line Items 0011, 0030, 0046, and 0062)

1.5.9.1 Payment

1.5.9.2 Measurement

1.5.9.3 Unit of Measure

1.5.10 Standby Time (Line Item 0012)

1.5.10.1 Payment

1.5.10.2 Measurement

1.5.10.3 Unit of Measure

1.5.11 Sodding (Line Item 0014)

1.5.11.1 Payment

1.5.11.2 Measurement

1.5.11.3 Unit of Measure

1.5.12 Partnering Regroup - Meeting (Line Items 0015, 0032, 0048, and 0064)

1.5.12.1 Payment

1.5.12.2 Measurement

1.5.12.3 Unit of Measure

1.5.13 Partnering Regroup - Venue (Line items 0016, 0033, 0049, and

0065)

1.5.13.1 Payment

1.5.13.2 Measurement

1.5.13.3 Unit of Measure

1.5.14 Contracting Officer's Field Office (Line Items 0020, 0036, 0052, and 0068)

1.5.14.1 Payment

1.5.14.2 Measurement

1.5.14.3 Unit of Measure

1.5.15 Additional Contracting Officer's Field Office (Line Items

0021, 0037, 0053, and 0069)

1.5.15.1 Payment

1.5.15.2 Measurement

1.5.15.3 Unit of Measure

1.5.16 Temporary Quality Assurance Lab (Line Items 0022, 0038, 0054, and 0070)

1.5.16.1 Payment

1.5.16.2 Measurement

1.5.16.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

3.1.1 Requesting Progress Payment

3.1.2 Options and Modification CLINS

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUMMARY

This section describes how Line Items will be measured and paid for when making progress payments. Work to be measured is described in specification sections listed for each Line Item. Measurement procedures for payment, required quantity survey or procurement documentation and payment restrictions are described in applicable specification sections.

Allocate costs for work not specifically mentioned to the Line Item most closely associated with work involved. Unless there is a specific Line Item for administrative costs, such as Quality Control and Safety, allocate such costs proportionally across all Line Items. The Contractor must conduct the surveys for any periods for which progress payments are requested and must make computations based on those surveys. The Contractor must provide 72 hours advance notice, in writing, to the Contracting Officer or their duly appointed representative for all progress payments requiring survey other than the initial and final survey.

1.1.1 Reference

The publication listed below forms a part of this specification to the extent referenced. This publication is referred to in the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D6023 (2016) Standard Test Method for Density (Unit Weight), Yield, Cement, Content, and Air Content (Gravimetric) of Controlled Low-Strength Material (CLSM)

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 RESIDENT MANAGEMENT SYSTEM (RMS)

1.2.1 Definition

The terms Contract Line Item Number (CLIN) and Line Item are interchangeable herein (e.g.: CLIN 0001 is Line Item 0001). The term CLIN is a contracting term used in the Resident Management System (RMS) payment data base.

1.2.2 Instructions

See Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for more information on CLINs, schedule of values of pay activities and

SECTION 01 22 00 Page 3 construction schedule, and payment procedures. The Contractor mode user manual with in-depth instructions can be downloaded from the RMS web site indicated in Section 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM).

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Transmit submittal items in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Schedule of Values ; G, RO

SD-07 Certificates

Request for Progress Payment ; G, RO

1.4 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE with the unit JOB and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports approved by the Government, and for performing all work required for which separate payment is not otherwise provided.

Progress payments for job CLINs will be made in accordance with the Payments Under Fixed-Price Construction Contracts clause of Section 00700 CONTRACT CLAUSES in Volume 1. Submit Schedule of Values for Government approval with the baseline schedule submittal (see Section 01 32 01 PROJECT SCHEDULE). Include a list of pay activities to breakdown bid for each job CLIN as part of the RMS Schedule. Schedule of Values will become basis for CLIN and Pay Activity data in the RMS payment data base. An unbalanced Schedule of Values and Pay Activity Schedule will be returned for revision. If this contract contains either the Continuing Contracts clause or the Continuing Contracts (Alternate) clause, take into account the amount reserved for contract payments when preparing the construction schedule.

1.4.1 Project Initiation Activities (Line Items 0001)

Job payment will be made for costs associated with and incidental to activities including preparatory work, installation of silt fence, mobilization/demobilization, establishment of site access 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 to include an initial partnering meeting, and

SECTION 01 22 00 Page 4 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.

Construct Plant and Equipment described in 252.236-7003 of Section 00700 CONTRACT that may include:

a. Mobile or stationary rock processing equipment including any ancillary equipment necessary for processing (crushing, screening, and/or blending) and stockpiling excavated material.

b. Batch plant(s) including any ancillary equipment necessary for processing and producing (1) Controlled Low Strength Material (CLSM) and (2) Cutoff Wall Slurry material.

c. Staging areas and associated security fencing as applicable.

1.4.2 Surface and Subsurface Water Management (Line Items 0004, 0025, 0041, and 0057)

Job payment will be made for costs associated with and incidental to the design, installation, operation, maintenance, and removal of surface and subsurface water management systems. This includes required permitting and preparation of the Surface and Subsurface Water Management Plan.

Review paragraph JOB PAYMENT ITEMS above, regarding progress payments for this job-related item. See Section 31 52 10 DEWATERING for additional details and performance requirements.

1.4.3 Data Management (Line Items 0013, 0031, 0047, and 0063)

Payment will be made for costs associated with and incidental to creating and maintaining a Construction Data Report and a Data Management System.

See Section 35 42 01 CUTOFF WALL CONSTRUCTION DATA REPORT and Section

01 45 08 DATA MANAGEMENT AND DATA REQUIREMENTS.

1.4.4 Access Road Maintenance (Line Items 0017, 0034, 0050, and 0066)

Job payment will be made for costs associated with and incidental to the maintenance activities required to maintain the 4.15-mile access road from U.S. Highway 27, across the A-1 FEB levee, and into the project construction limits in good order and in accordance with Section 04.B of EM 385-1-1 and contract specifications 01 50 02 TEMPORARY CONSTRUCTION FACILITIES and 01 55 26 TRAFFIC CONTROL. Review paragraph JOB PAYMENT ITEMS above, regarding progress payments for this job-related item.

1.4.5 Relocation of Consruction Field Office (Line Item 0018)

Payment will be made for costs associated with or incidental to the relocation of all construction field office trailers and associated temporary structures to include but not be limited to temporary utilities, contractor trailer(s), government trailer(s), temporary storage containers, site signage, chain link fencing, etc., from the construction field office location first established by the Contractor as indicated on the construction plans to a second location designated on the construction plans at a time directed by the Contracting Officer or their duly appointed representative. The Contractor will only be paid for the relocation if the relocation is determined necessary and directed by the Contracting Officer or their duly appointed representative. Review

SECTION 01 22 00 Page 5 paragraph JOB PAYMENT ITEMS above, regarding progress payments for this job-related item.

1.4.6 Environmental Monitoring (Line Items 0019, 0035, 0051, and 0067)

Payment will be made for costs associated with or incidental to all required environmental monitoring for the amount of time that the environmental monitoring is required within the duration of the contract.

See Section 01 57 20 ENVIRONMENTAL PROTECTION for additional details.

Review paragraph JOB PAYMENT ITEMS above, regarding progress payments for this job-related item.

1.5 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the LINE ITEMS AND PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports approved by the Government, and for performing all work required for each of the unit price items.

Each Unit Price CLIN may be a single pay activity item or may be broken down into pay activities with smaller quantities equal to CLIN total.

Contract unit price multiplied by agreed quantity is full compensation.

1.5.1 Clearing and Grubbing (Line Items 0002, 0023, 0039, and 0055)

1.5.1.1 Payment

Payment will be made for costs associated with or incidental to clearing and grubbing the construction area as noted on the construction drawings.

Payment will also be made…