B.08 22R0005_EAA_CNT11A_RTA_Vol2_20220602_Revised_4_PART 4.pdf

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

W912EP22R0005

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). 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: the Contractor is fully responsible for controlling the pace of production work. This must be clearly detailed in the Construction Sequence and Turnover Plan.

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

SECTION 01 11 00 Page 3 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.

1.5 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of

SECTION 01 11 00 Page 4

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.

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

SECTION 01 11 00 Page 5 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 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

SECTION 01 11 00 Page 6 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 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

SECTION 01 11 00 Page 7

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

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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.

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 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).

SECTION 01 22 00 Page 3

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 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.

SECTION 01 22 00 Page 4

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

SECTION 01 22 00 Page 5

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 for costs associated with or incidental to clearing and grubbing of haul roads, stockpile areas, or borrow areas within the limits of construction as identified on the Contractors approved Construction Sequence and Turnover Plan (CSTP). The Government will not pay for clearing and grubbing of the full limits of construction

1.5.1.2 Measurement

The total amount of area to be paid for under this contract will be measured by the area of land cleared and grubbed and approved by the Government by land survey.

1.5.1.3 Unit of Measure

Acre.

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

1.5.2.1 Payment

Payment will be made for costs associated with or incidental to Preliminary Foundation Preparation activities as specified in Section 31 66 10 ROCK FOUNDATION PREPARATION, to include de-mucking the dam embankment foundation, canals, and ditches for the full toe to toe dam foundation width as noted on the construction drawings. This work also includes (1) transportation and disposal of materials; hauling and stockpiling of the muck soils (overburden); and transportation and disposal of organic and non-organic debris within the embankment

SECTION 01 22 00 Page 6 foundation footprint to locations identified in the Contractors approve Construction Sequence and Turnover Plan (CSTP); (2) Inspection and mapping of the foundation by the Government with the assistance and deliverables required of the Contractor. Government will not pay for Preliminary Foundation Preparation activities in areas beyond the toe to toe dam foundation limits shown in the drawings.

1.5.2.2 Measurement

The total amount of area to be paid for under this contract will be measured by the area of embankment foundation that received preliminary foundation preparation (to include inspection and mapping of the foundation by the Government with assistance from the Contractor) approved by the Government by land survey.

1.5.2.3 Unit of Measure

Square yard.

1.5.3 Final Foundation Preparation (Line Items 0005, 0026, 0042, and 0058)

1.5.3.1 Payment

Payment will be made for costs associated with or incidental to foundation preparation as described in Section 31 66 10 ROCK FOUNDATION PREPARATION, of the project specifications for the full toe to toe foundation width as noted on the construction drawings.

1.5.3.2 Measurement

The total amount of area to be paid for under this contract will be measured by the area of foundation cleaned, prepared, inspected, tested, and approved by the Government by land survey.

1.5.3.3 Unit of Measure

Square yard.

1.5.4 Select Fill (Line Item 0006)

1.5.4.1 Payment

Payment will be made for all costs associated with and incidental to procurement (to include drilling and blasting as outlined in Section 31 23 16 BLASTING AND ROCK REMOVAL and excavation where necessary), processing, hauling/transport, stockpiling, placement, compaction, tests and reports approved by the Government, and overbuild required for select fill material to the lines and grades shown on the contract drawings.

Contractor's sources to obtain material will be to degrade the STA 3 /4 Levee adjacent to the southern embankment segment between stations 457+00 and 711+00 to the lines and grades shown on contract drawings (top of levee will not be less than 17.5 ft, NAVD88), borrow area(s) as shown on contract drawings, or by import from off-site.

1.5.4.2 Measurement

The total volume of material placed and to be paid under this contract, will be verified by cross section surveys of completed and accepted work.

Surveys will be taken before and after the placement of the select fill

SECTION 01 22 00 Page 7 material. The survey taken before placement of the select fill material may be the survey taken after the placement of CLSM. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The Contractor must give one (1) week advance notice, in writing, to the Contracting Officer or their duly appointed representative of the need for a pre-fill (initial) survey or after-fill (final) survey for final acceptance of the volume placed within specific project stations.

1.5.4.3 Unit of Measure

Cubic yard.

1.5.5 Lime Rock Base (Line Item 0007)

1.5.5.1 Payment

Payment will be made for all costs associated with or incidental to procurement (to include drilling, blasting, and excavation where necessary), processing, hauling/transport, stockpiling, placement, quality control, protection, and maintenance of aggregate surface coarse on the degraded STA 3/4 Levee between stations 457+00 and 711+00 to the neat lines and grades shown on the drawings.

1.5.5.2 Measurement

The total amount of area to be paid for under this contract will be measured by the area of limerock base placed and prepared on the degraded STA 3/4 Levee between stations 457+00 and 711+00 by land survey, inspected, tested, and approved by the Government.

1.5.5.3 Unit of Measure

Square yard.

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

1.5.6.1 Payment

Payment will be made for costs associated with and incidental to procurement, stockpiling, processing, hauling/transport, placement, and overbuild required for CLSM dental treatment to the lines and grades shown on the contract drawings.

1.5.6.2 Measurement

The total quantity of CLSM material placed and to be paid under this contract, will be measured by volume in place and quantities determined by Government survey. The Government will perform initial and final surveys in accordance with the clause QUANTITY SURVEYS of Section 00700 CONTRACT CLAUSES in Volume 1. The Contractor must give one (1) week advance notice, in writing, to the Contracting Officer or their duly appointed representative of the need for a pre-fill (initial) survey or after-fill (final) survey for final acceptance of the volume placed within specific project stations.

SECTION 01 22 00 Page 8

1.5.6.3 Unit of Measure

Cubic yard.

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

1.5.7.1 Payment

Payment will be made for costs associated with and incidental to procurement, processing, hauling/transport, placement, compaction, and overbuild and maintenance required for CLSM Top Cover material to the lines and grades shown on the contract drawings that includes protection of the 2H:1V transition slope(s) from top of CLSM Top Cover to natural grade as indicated on the construction drawings.

1.5.7.2 Measurement

The total amount to be paid for under this contract will be measured by the total distance of CLSM Top Cover placed, inspected, tested, and approved by the Government by land survey. Verification of grade high point will be required every 50 linear feet.

1.5.7.3 Unit of Measure

Linear foot.

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

1.5.8.1 Payment

Payment will be made for costs associated with and incidental to placement of the cutoff wall, including a working platform if required by the Contractor.

1.5.8.2 Measurement

Cutoff wall will be measured for payment by the area accepted by the Contracting Officer or their duly appointed representative in accordance with Section 02 35 29 CUTOFF WALL, Paragraph ACCEPTANCE CRITERIA as measured between two Government accepted verification borings.

1.5.8.3 Unit of Measure

Square yard.

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

1.5.9.1 Payment

Payment will be made for costs associated with or incidental to the completion of verification drilling and testing in accordance with Section

02 32 00 VERIFICATION DRILLING AND PERMEABILITY TESTING OF IN-PLACE CUTOFF

WALL.

1.5.9.2 Measurement

The total amount to be paid for under this contract will be measured by the number of verification borings performed and approved by the Government in a complete verification boring report.

SECTION 01 22 00 Page 9

1.5.9.3 Unit of Measure

Each.

1.5.10 Standby Time (Line Item 0012)

1.5.10.1 Payment

Standby time will be paid for each calendar day as exercised by the Contracting Officer or their duly appointed representative. Standby time must be associated with and incidental to the verification testing and acceptance for the Cutoff Wall Demonstration Section. See Section

02 35 29 CUTOFF WALL.

1.5.10.2 Measurement

Standby time, when exercised by the Contracting Officer, will be measured for payment by each day, or part thereof, that the plant is not in operation. Standby time will not be provided for the initial 24 hour period following an endangered or threatened species take. Standby time will not be provided for the required temporary cessation of work due to the presence of endangered or threatened species in proximity to equipment as identified within Section 01 57 20 ENVIRONMENTAL PROTECTION. Standby time will not be provided for equipment maintenance or breakdowns.

1.5.10.3 Unit of Measure

Day.

1.5.11 Sodding (Line Item 0014)

1.5.11.1 Payment

Payment will be made for all costs associated with or incidental to sodding as specified in Section 32 92 23 SODDING. Payment constitutes full compensation for furnishing, planting, or placing and maintaining sodded areas, that result in a healthy stand of grass cover as required, including the provision and use of equipment, erosion control methods and materials, fertilizers, soil amendments, mulch, pesticides, and water.

1.5.11.2 Measurement

Sodding will be measured for payment by the area sodded as determined by land survey.

1.5.11.3 Unit of Measure

Square Yard.

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

1.5.12.1 Payment

Payment will be made for costs associated with and incidental to conducting a partnering regroup meeting. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The initial partnering meeting will not be paid for under this line item as it is a distributed cost mandatory administrative action. The Contractor will only be paid for the actual

SECTION 01 22 00 Page 10 number of partnering regroups conducted.

1.5.12.2 Measurement

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

1.5.12.3 Unit of Measure

Each.

1.5.13 Partnering Regroup - Venue (Line items 0016, 0033, 0049, and 0065)

1.5.13.1 Payment

Payment will be made for costs associated with and incidental to securing a venue for a partnering regroup meeting at a location other than a Government owned or leased facility. See Section 01 30 00 ADMINISTRATIVE PROCEDURES. The Contractor will only be paid for the actual number of times a venue is secured for a partnering regroup meeting.

1.5.13.2 Measurement

The basis for payment will be for the completion of securing a venue for a partnering regroup meeting and Government receipt of the venue invoice after completion of the partnering regroup meeting.

1.5.13.3 Unit of Measure

Each.

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

1.5.14.1 Payment

Payment will be made for costs associated with and incidental to providing, maintaining, and final disposition of the Contracting Officer's Field Office including all costs for renting or procuring, and provision of all services and equipment indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE. In addition, payment will include the cost for maintaining the existing parking area. Costs for provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.14.2 Measurement

The basis for payment will be the amount of time that the Contracting Officer's Field Office, services, and equipment are available to the Government within the duration of the contract. Payment will not be made for this line item if construction extends beyond required contract completion as a result of contractor delays; however, the office must still be made available for use by the Government.

1.5.14.3 Unit of Measure

Month.

SECTION 01 22 00 Page 11

1.5.15 Additional Contracting Officer's Field Office (Line Items 0021, 0037, 0053, and 0069)

1.5.15.1 Payment

Payment will be made for costs associated with and incidental to providing, maintaining, and final disposition of the Additional Contracting Officer's Field Office including all costs for renting or procuring, and provision of all services and equipment indicated in Section 01 52 11 ADDITIONAL CONTRACTING OFFICERS'S FIELD OFFICE. Payment will only be made for the Additional Contracting Officer's Field Office if it is determined necessary and the Contractor is directed by the Contracting Officer or their duly appointed representative to install the Additional Contracting Officer's Field Office.

1.5.15.2 Measurement

The basis for payment will be the amount of time that the Additional Contracting Officer's Field Office, services, and equipment are available to the Government within the duration of the contract. Payment will only be made for this line item if it is determined necessary and the Contractor is directed by the Contracting Officer or their duly appointed representative to install the Additional Contracting Officer's Field Office. Payment will not be made for this line item if construction extends beyond required contract completion as a result of contractor delays; however, the office must still be made available for use by the Government.

1.5.15.3 Unit of Measure

Month.

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

1.5.16.1 Payment

Payment will be made for costs associated with and incidental to providing, maintaining, and final disposition of the Temporary Quality Assurance Lab including all costs for renting or procuring, and provision of all services and equipment indicated in Section 01 52 10 CONTRACTING OFFICER'S FIELD OFFICE associated with the Quality Assurance Laboratory.

In addition, payment will include the cost for maintaining the existing parking area. Costs for provision and maintenance of the Contractor's own field office and other facilities will not be paid for under this line item.

1.5.16.2 Measurement

The basis for payment will be the amount of time that the Temporary Quality Assurance Lab, services, and equipment are available to the Government within the duration of the contract. Payment will not be made for this line item if construction extends beyond required contract completion as a result of contractor delays; however, the office, equipment, and services must still be made available for use by the Government.

SECTION 01 22 00 Page 12

1.5.16.3 Unit of Measure

Month.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PAYMENT PROCEDURES

Upon receiving initial Resident Management System import file, go to PAY ACTIVITIES and establish a link between bid breakdown schedule of values of PAY ACTIVITIES to contract CLINs using SCHEDULE ACTIVITIES data entry page.

3.1.1 Requesting Progress Payment

For progress payments, ensure ACTIVITY SCHEDULE, FEATURE SCHEDULE, submittal register, and punchlists are all up to date. Use PROGRESS PAYMENTS to REQUREST ACTIVITY for both ACTIVITY EARNINGS data entry page and OTHER EARNING. Provide hard copies of supporting invoices and quantity measurements to support all requested earnings. Ensure that sums of payment activities do not exceed contract award CLIN funding amounts, or unbalanced CLINs error will prevent processing the payment. Submit a request for progress payment monthly in accordance with Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS of Section 00700 CONTRACT CLAUSES. In addition to the items listed in Clause the following in the request for progress payment:

a. Approved construction schedule for the requested billing period.

b. Up-to-date payroll records for prime and subcontractors per FAR

52.222-8(b).

c. Current submittal register.

d. Approved submittals on installed property.

e. QA/QC deficiency tracking list per FAR 52.232-5(b)(1)(v).

f. Environmental reports.

g. Progress photographs.

h. Working/current as-built drawings.

i. Updated schedule of values.

j. Proper Invoice per FAR 52.232-27(a)(2).

k. Documentation to substantiate payment per FAR 52.232-27(a)(2)(viii).

l. Payment Certification Form that includes all subcontractor information required by FAR 52.232-5(b)(1)(ii thru iv).

m. Copy of letter to subcontractors regarding withholding (if applicable) per FAR 52.232-27(d)(3)(ii).

n. Verification that man-hour exposure reports for prime and subcontractors are current per EM 385-1-1 .

o. Monthly adverse weather documented and agreed upon per ER 415-1-15.

p. Required safety meetings held and documented.

q. Up-to-date CQC reports.

Once the complete pay application package is received to include the Contractor's signed ENG 93, the 14 calendar days will commence.

3.1.2 Options and Modification CLINS

When additional work is added by modification, existing CLINs funding amounts must be updated, or new CLINs for modification will be created.

If contract has option CLINs not yet awarded, option CLINs will appear as

SECTION 01 22 00 Page 13 zero dollar CLINs until option is awarded by modification. No payment may be requested for Options or Modification CLINs until contract modification has been funded and signed.

-- End of Section --

SECTION 01 22 00 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 -…