A.02.12 25BA009_Techspec.pdf

JACKSON LEVEE REHABILITATION AND REPAIR V, 2025-2029 W912EF25BA009

JHL569180VEGRAPV

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL (SHORT FORM)

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.01 28 ENVIRONMENT PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 41 10.61 28 LEVEE REPAIR

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 00 00.00 28 Page 2

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran Employment Information https://www.opm.gov/fedshirevets/

Department of Labor Veterans Employment Assistance https://www.dol.gov/agencies/vets

Department of Veterans Affairs-VOW to Hire Heroes Act https://benefits.va.gov/vow/

Army Recovery Care Program -ht t ps: / / myar mybenef i t s. us. ar my. mi l / Benef i t - Li br ar y/ Feder al - Benef i t s/ Ar my- Recover y- Car e- Pr ogr am- ( ARCP) - ( f or mer l y- known- as- War r i or - Car e- and- Tr ansi t i on- Pr ogr am)

U.S. Chamber of Commerce Foundation-Hiring Our Heroes https://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans-20231101.pdf

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY OF WORK

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 11 00.00 28 Page 1

SECTION 01 11 00.00 28 Page 2

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

This summary of work is a generalized description of work and is not all inclusive. Technical specification requirements will apply to all task orders to be issued under this contract.

1.1 SUMMARY OF WORK

The work involves clearing and grubbing (vegetation removal), concrete debris removal, and repairs of levees on the Jackson Project Levees located near Jackson, Wyoming. Levee repairs consist of hauling and placing riprap (also known as armor), hauling and placing fill material, repairing animal damage to the levee profile, and re-keying of existing riprap supplied by one (1) of five (5) Government furnished stockpile sites. Grading of the levee crest is required once repairs are complete.

Only the bid items needed will be performed. Some bid items are for future work that may occur.

The repair sites are divided into two regions, local and alternate. Review Plans and specs for further details and repair sites. Alternate regions are all project levees and locations not included in the local regions.

The Game & Fish Levee #1 levee has approximately 1000 tons of concrete slab debris intertwined with other riprap and fill. The contractor is to remove ALL concrete slab debris during the construction process and properly dispose the concrete debris according to all Federal, State and Local laws.

All vegetation on the water side of the levee is to be cleared. All vegetation on the land side of the levee is to be cleared 15 feet from the where the crest point of the levee begins.

The objective of this work is to return levees to the design profile and to perform emergency and post-spring runoff repairs of damaged levees.

The Snake River and the Gros Ventre River in the vicinity of the work sites are considered Class 1 and 2 waters under Wyoming water quality laws which are administered by the Wyoming Department of Environmental Quality (DEQ), Water Quality Division(WQD).

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 CONTRACT DRAWINGS

1.5 SCHEDULES

1.5.1 Project Schedule

1.5.2 Contractor's Schedule

1.5.3 Contractor's Working Hours at the Job Site

1.6 PRE-WORK AND POST WORK SURVEYS

1.7 PROJECT SUPERINTENDENT

1.8 KEY PERSONNEL SUBSTITUTION

1.9 CONTRACTORS EMPLOYEE REQUIREMENTS

1.9.1 Contractor Identification

1.9.2 Pre-Screen Candidates Using E-Verify Program

1.10 POST AWARD MEETINGS

1.10.1 Pre-Work/Pre-Construction Meeting

1.10.2 Pre-Construction Meeting

1.10.2.1 Minutes

1.11 LEVEE ACCESS

1.11.1 Road, Levee And Bridge Restrictions

1.11.2 JY Ranch And John Dodge Levees

1.11.3 Gate Security At Stockpiles And Levee Repair Locations

1.12 STOCKPILE LOCATIONS FOR RIPRAP AND FILL

1.12.1 Main Stockpile

1.13 CONTRACTOR STORAGE AND OPERATIONAL RESTRICTIONS

1.13.1 Main Stockpile Storage and Staging Area

1.13.2 Individual Work Site Storage Areas

1.13.3 Contractor Vehicle Access

1.14 CLEANING OF TRUCKS ENTERING PUBLIC ROADWAYS

1.15 RIPRAP HAULING TRUCKS

1.16 FLAGGERS AND SIGNAGE

1.17 REQUIRED LIABILITY INSURANCE

1.18 FIRE CONTROL

1.18.1 Fire Hazards

1.18.2 Fire Equipment

1.18.3 Fire Procedures

1.19 SITE ACCESS

1.20 SANITATION FACILITIES

1.21 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.22 PROTECTION AND RESTORATION OF EXISTING FACILITIES AND LANDS

1.22.1 Repairing Levee Surface and Access Roads

1.23 EQUIPMENT LIST

1.24 TESTING OF EQUIPMENT

SECTION 01 11 01.00 28 Page 1

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 USE OF SCALES FOR ITEMS PAID BY THE TON

3.1.1 General Requirements

3.1.2 Use Of Loader Scales

3.1.3 Scales At Main Stockpile Site

SECTION 01 11 01.00 28 Page 2

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

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.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.222-54 Employment Eligibility Verification

FAR 22.18 Employment Eligibility Verification

Website for Federal Acquisition Regulation Supplement:

https://www.acquisition.gov/browse/index/far

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Occupational Health Requirements

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G, C

Equipment List ; I, C

Pre-Work Survey Photos And Report; I, C

Project Superintendent ; I, C

Pre-Screen Candidates Using E-Verify Program ; G, C

Contractor's Schedule ; G, C

Scale Certification Document ; G, C

Certificate Of Liability Insurance ; G, C

SECTION 01 11 01.00 28 Page 3

SD-07 Certificates

Key Personnel Substitution ; G, C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I, C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

1.4 CONTRACT DRAWINGS

Contract drawings are the set of Design Drawings furnished by the Government for this contract. Contract Drawings form a part of the legal contract between the Contractor and Government, and do NOT include Supplemental Drawings.

1.5 SCHEDULES

The following schedules are furnished by the Contractor at the pre-work meeting for each task order.

1.5.1 Project Schedule

a. Furnish a schedule for the complete project in accordance with Clause 52.236-15 Schedules for Construction Contracts within 15 days after receipt of Notice to Proceed.

b. Email an electronic copy of the schedule, in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.), to the Government Representative. See SECTION 01 33 00 SUBMITTAL PROCEDURES paragraph "Electronic Copies" for email address.

1.5.2 Contractor's Schedule

Furnish a schedule of days and hours that Contractor plans to work at the site. Provide at least 48 hours notification of any change to the schedule to allow scheduling of Government personnel and inspection.

Exception to this requirement may be allowed by the Government Official in case of schedule change due to emergency conditions.

1.5.3 Contractor's Working Hours at the Job Site

Work at the job sites is accomplished between the hours of 7:00 a.m. to 6:30 p.m. each workday unless otherwise specified herein, or authorized in advance by the Government Official.

1.6 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Government Official at the work areas. In particular, document damaged facilities such as gates, damage to lawns, cracked or potholed pavement, and washboarding on roads.

Document the results of the survey by digital photographs and descriptive narrative reports. Submit a color copy of the survey photographs and

SECTION 01 11 01.00 28 Page 4 narrative reports to the Government Official within five (5) days after survey has been completed.

Document the conditions of the levee, access roads, and structures including gate and cattle guards in a report submitted before the start of the work. Submit a new survey at the conclusion of the work and note any changes.

1.7 PROJECT SUPERINTENDENT

The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.8 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (i.e.: Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the Government Official. Personnel shall possess qualifications that meet or exceed those stated in this contract for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.9 CONTRACTORS EMPLOYEE REQUIREMENTS

1.9.1 Contractor Identification

Hard hats meeting the requirements of EM 385-1-1 are required for every Contractor employee (prime or subcontractor). Hardhats must display the Prime Contractor name, subcontractor name, and the employee's name.

Contractor employee hardhats are not to be white with red markings. The Project Superintendent is responsible to enforce this requirement.

1.9.2 Pre-Screen Candidates Using E-Verify Program

a. Contractors shall comply with the requirements set forth in FAR 52.222-54 Employment Eligibility Verification and FAR 22.18 in using the E-Verify Program to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). The E-Verify Program is located at the following website.

https://www.nww.usace.army.mil/Business-With-Us/Contracting/AT-OPSEC-for-Contractors/

b. Provide an initial list of verified/eligible Candidates to the Government Official prior to any on-site work being performed.

1.10 POST AWARD MEETINGS

1.10.1 Pre-Work/Pre-Construction Meeting

A combined Pre-Work/Pre-Construction Meeting will be held within fifteen

(15) calendar days after receipt of Notice to Proceed with each task order issued under this contract. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager must attend the Pre-Work/Pre-Construction meeting. The Government will

SECTION 01 11 01.00 28 Page 5 lead the first portion (Pre-Work) of the meeting and take the meeting minutes. The Government will discuss the overall contract requirements.

1.10.2 Pre-Construction Meeting

For the Pre-Construction part of the meeting, the Project Superintendent shall lead the meeting and discuss the Contractor's plan on executing the work at the Project site, schedule, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss Environmental issues for the Project.

1.10.2.1 Minutes

The Government will take the meeting minutes and send them electronically to the Contractor within 4 business days after meeting.

1.11 LEVEE ACCESS

The levees are located on both public lands and on private property. The maximum speed is 15 MPH on all levees. Exception: If the Walton Levee is closed to the public, the speed limit is 25 MPH. Otherwise, the Contractor is responsible to maintain a safe speed to ensure public safety while in proximity to pedestrians.

1.11.1 Road, Levee And Bridge Restrictions

There are road, levee and bridge restrictions in the area. The Contractor is responsible for following the local road, levee and bridge restrictions in the Project area. Contact the Teton County Roads and Levees Department for current information. There are weight limitations on some roads and levees. Coordinate with the COR on which roads have weight limitations.

1.11.2 JY Ranch And John Dodge Levees

The Snake River Ranch access road to the JY Ranch and John Dodge Levees has a speed limit of 20 mph. No trucks are permitted to drive across the cattle guards on the JY Ranch and John Dodge Levees. All trucks must use the by-pass adjacent to the cattle guards. The Contractor should anticipate the Snake River Ranch Road will be closed for cattle operations approximately 5 days in October, and 2 days in November. To coordinate for closure dates, contact the Government Official.

1.11.3 Gate Security At Stockpiles And Levee Repair Locations

Gate security is the responsibility of the Contractor. Each stockpile location is protected by one or more gates. To ensure landowner privacy and prevent cattle and other livestock from escaping, the gates shall be kept closed at all times, except when trucks are passing through, unless the contractor has performed prior coordination with affected landowner(s).

1.12 STOCKPILE LOCATIONS FOR RIPRAP AND FILL

A Government Official will designate one (1) of the five (5) quarry areas to draw levee repair material from, for ALL contractor delivered riprap and fill material. If the government has contracted for riprap and fill material delivery directly to the site of work, that delivery will be coordinated with the contractor.

SECTION 01 11 01.00 28 Page 6

1.12.1 Main Stockpile

The main stockpile is located approximately one mile north of the Highway 22 Bridge over the Snake River, Teton County, Wyoming, in the NE 1/4 of Section 24, Township 41 North, Range 117 West, Latitude 43.50800, Longitude -110.83000.

Access to the Main Stockpile is via east Snake River Levee Road (Walton Levee) immediately east of Snake River Bridge on Highway 22. Travel north on levee road approximately one (1) mile to the stockpile site.

1.13 CONTRACTOR STORAGE AND OPERATIONAL RESTRICTIONS

1.13.1 Main Stockpile Storage and Staging Area

The main stockpile may be used as a storage and staging area. The storage and staging area may be used for activities such as setup of an office trailer, parking of contractor vehicles, storage of materials and equipment and for work activities such as stockpiling materials. Blocking vehicle traffic with stored equipment is prohibited.

Security at the storage and staging site will be the Contractor's responsibility. Temporary security fencing may be installed in a manner approved by the Government Official. Security fencing may not be installed in a manner that damages existing facilities, such as punching post holes in existing pavement.

1.13.2 Individual Work Site Storage Areas

Only store equipment at individual levee work sites during periods of work activity at that site. The Government will not be liable for the theft or destruction of any Contractor's tools or equipment. Do not block vehicle or pedestrian traffic with stored equipment.

1.13.3 Contractor Vehicle Access

Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles must display suitable permanent or temporary identification.

1.14 CLEANING OF TRUCKS ENTERING PUBLIC ROADWAYS

Sufficiently clean trucks entering public roadways to prevent creating mud tracks on the highway pavement. Clean trucks using pressure washers or other approved means as needed.

1.15 RIPRAP HAULING TRUCKS

Provide high-lift tailgates or other positive means to prevent rocks from falling from the trucks during transport.

1.16 FLAGGERS AND SIGNAGE

Provide flaggers, signage and necessary permits for trucks or equipment entering onto public roadways where required by the Wyoming Transportation Department or local ordinances.

SECTION 01 11 01.00 28 Page 7

1.17 REQUIRED LIABILITY INSURANCE

Provide a Certificate of Liability Insurance for each task order in accordance with FAR Clause 52.228-5 to the Government prior to the start of work.

When performing work for the Government, the Contractor must procure and maintain during the entire period of his performance under this contract the following minimum insurance:

(i) Coverage complying with state laws governing insurance requirements pertaining to Workmen's Compensation and Employers" Liability Insurance.

(ii) Bodily injury liability insurance with minimum limits of $500,000 per occurrence shall be required on the comprehensive form of policy.

(iii) Automobile bodily injury and property damage liability with minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury liability; and $20,000 per occurrence for property damage liability shall be required.

(iv) The coverage required under Longshoremen and Harbor Workers Compensation Act.

(v) The Certificate of Insurance should name the Walla Walla District, US Army Corps of Engineers, 201 North Third Avenue, Walla Walla, WA 99362, as the Certificate Holder.

1.18 FIRE CONTROL

1.18.1 Fire Hazards

The Contractor shall eliminate all potential fire hazards that may result from their operations. This includes work on or near buildings, grounds, use of equipment, and the storage of supplies, fuels, or cleaning agents.

This also includes the removal of any accumulation of burnable or flammable materials or debris around chain-linked fences, signs, and other fixtures within the contract area.

1.18.2 Fire Equipment

The Contractor must take precautions to minimize fire hazards caused by work under this contract. All Contractor vehicles shall be equipped with a shovel, bucket, and an A:B:C fire extinguisher at all times during the performance of work on Government lands. All fire extinguishers shall have been checked within 6 months prior to commencement of work by a certified fire extinguisher representative. the Contractor must perform a visual inspection by the first working day of each month to ensure extinguishers are properly charged, ready for use, and located properly.

Attach a record tag to verify inspections on each extinguisher and that proper maintenance has been performed throughout the life of the contract.

1.18.3 Fire Procedures

In the case of a fire within the contract area, the Contractor shall first attempt to put out the fire. If this is not possible, notify the fire department. The appropriate Government Official must be notified as soon as possible of the fire and any damage estimates.

SECTION 01 11 01.00 28 Page 8

1.19 SITE ACCESS

Contractor access to the site for performance of the work is indicated on the drawings.

1.20 SANITATION FACILITIES

The Contractor is to furnish sanitation facilities in accordance with EM 385-1-1 . Provide wind anchorage to prevent any spillage. The location of all facilities will be subject to Government Official approval.

1.21 REGULAR CLEANUP AND DEBRIS DISPOSAL

Collect and remove all debris resulting from the work regardless of size, such as packing cases, scrap lumber, metal grindings, and all other debris from the project site daily, then dispose of debris in a safe, legal manner. All costs for removing debris are incidental to the work, and no separate payment will be made. The Government's trash cans, dumpster's, etc. cannot be used.

1.22 PROTECTION AND RESTORATION OF EXISTING FACILITIES AND LANDS

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.22.1 Repairing Levee Surface and Access Roads

Repair any contractor caused damage to the levees and road surfaces including washboards, potholes and ruts. At a minimum, utilize a motor grader to restore all graveled surfaces.

1.23 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the project at the pre-work/pre-construction meeting. Submit a revised list in the event of change of equipment. Lists must include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial and revised lists must indicate the dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.24 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it must be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks must be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment must be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

SECTION 01 11 01.00 28 Page 9

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 USE OF SCALES FOR ITEMS PAID BY THE TON

3.1.1 General Requirements

With the exception of the scales at main stockpile site, the Contractor is responsible for providing, operating, and maintaining scales used for all items measured for payment by the ton. The Contractor is required to perform the following requirements:

a. Items measured for payment by the ton (2,000 pounds) will be measured by weighing each truckload to the nearest 0.1 ton on approved scales before material is placed in the work.

b. Provide self-printing scales and submit weight tickets noting the delivery location to the Government Official within 2 business days of hauling.

c. Certify the scales annually for accuracy within 1 percent throughout the range of the scales by an acceptable scale company representative or by a state inspector prior to weighing any materials. Submit scale certification document for approval.

d. Weigh each truck empty each week. Provide legible identification numbers on each truck and on each weight ticket. The truck identification numbers must correspond to the provided equipment list.

See this SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, paragraph

EQUIPMENT LIST.

3.1.2 Use Of Loader Scales

The Contractor can only use loader mounted scales for loading riprap from the Solitude, Wyoming DOT, Upper Imeson, and Taylor Creek Stockpile sites.

Use of loader mounted scales from any other material source is not allowed. All loader scales are calibrated and validated by the Contractor. The method of calibrating the loader scales is to be approved and validated by the Government Representative. Print tickets for every individual bucket load. Furnish all scale tickets to the Government Representative. The Contractor is to ensure soils are not loaded with the riprap when using loader scales.

3.1.3 Scales At Main Stockpile Site

The government will make available to the contractor a certified truck scale at the main stockpile site. The contractor is responsible for all operation of these scales and will coordinate use of the scales with the Teton County Roads and Levees Department. A small portable generator is required for operation of these truck scales and must be furnished and maintained by the Contractor. The scales will furnish printed scale tickets to support measurement and payment under this contract.

SECTION 01 11 01.00 28 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 CLIN 0001 - STAGING ON TAYLOR LEVEES

1.2 CLIN 0002 - STAGING ON GAME & FISH AND SOUTH PARK LEVEES

1.3 CLIN 0003 - STAGING ON ALTERNATE WORK SITES

1.4 CLIN 0004 - STAGING TO REPAIR GAME TRAIL DAMAGE SITES

1.5 CLIN 0005 - CLEARING AND GRUBBING

1.5.1 CLIN 0005AA - Taylor #1 Levee

1.5.2 CLIN 0005AB - Taylor #2 Levee

1.5.3 CLIN 0005AC - Taylor #3 Levee

1.5.4 CLIN 0005AD - South Park Levee

1.5.5 CLIN 0005AE - Game & Fish #1 Levee

1.5.6 CLIN 0005AF - Game & Fish #2 Levee

1.5.7 CLIN 0054AG - Game & Fish #3 Levee

1.5.8 CLIN 0005AH - Game & Fish #4 Levee

1.6 CLIN 0006 - REMOVAL AND DISPOSAL OF CONCRETE DEBRIS

1.7 CLIN 0007 - REPAIR LEVEE TOE AND REVETMENT

1.7.1 CLIN 0007AA - With Government Transported Riprap

1.7.2 CLIN 0007AB - With Contractor Transported Riprap

1.8 CLIN 0008 - REKEYING EXISTING RIPRAP

1.9 CLIN 0009 - RE-ESTABLISH LEVEE PROFILE

1.9.1 CLIN 0009AA - With Government Transported Fill

1.9.2 CLIN 0009AB - With Contractor Transported Fill

1.10 CLIN 0010 - RE-ESTABLISH LEVEE PROFILE AT ALTERNATE SITES

1.10.1 CLIN 0010AA - With Government Transported Fill

1.10.2 CLIN 0010AB - With Contractor Transported Fill

1.11 CLIN 0011 - REPAIR LEVEE TOE AND REVETMENT AT ALTERNATE SITES

1.11.1 CLIN 0011AA - With Government Transported Riprap

1.11.2 CLIN 0011AB - With Contractor Transported Riprap

1.12 CLIN 0012 - CLEARING AND GRUBBING LEVEES AT ALTERNATE SITES

1.13 CLIN 1001 - STAGING ON TAYLOR LEVEES

1.14 CLIN 1002 - STAGING ON GAME & FISH AND SOUTH PARK LEVEES

1.15 CLIN 1003 - STAGING ON ALTERNATE WORK SITES

1.16 CLIN 1004 - STAGING TO REPAIR GAME TRAIL DAMAGE SITES

1.17 CLIN 1005 - CLEARING AND GRUBBING

1.17.1 CLIN 1005AA - Taylor #1 Levee

1.17.2 CLIN 1005AB - Taylor #2 Levee

1.17.3 CLIN 1005AC - Taylor #3 Levee

1.17.4 CLIN 1005AD - South Park Levee

1.17.5 CLIN 1005AE - Game & Fish #1 Levee

1.17.6 CLIN 1005AF - Game & Fish #2 Levee

1.17.7 CLIN 1005AG - Game & Fish #3 Levee

1.17.8 CLIN 1005AH - Game & Fish #4 Levee

1.18 CLIN 1006 - REMOVAL AND DISPOSAL OF CONCRETE DEBRIS

1.19 CLIN 1007 - REPAIR LEVEE TOE AND REVETMENT

1.19.1 CLIN 1007AA - With Government Transported Riprap

SECTION 01 22 00.00 28 Page 1

1.19.2 CLIN 1007AB - With Contractor Transported Riprap

1.20 CLIN 1008 - REKEYING EXISTING RIPRAP

1.21 CLIN 1009 - RE-ESTABLISH LEVEE PROFILE

1.21.1 CLIN 1009AA - With Government Transported Fill

1.21.2 CLIN 1009AB - With Contractor Transported Fill

1.22 CLIN 1010 - RE-ESTABLISH LEVEE PROFILE AT ALTERNATE SITES

1.22.1 CLIN 1010AA - With Government Transported Fill

1.22.2 CLIN 1010AB - With Contractor Transported Fill

1.23 CLIN 1011 - REPAIR LEVEE TOE AND REVETMENT AT ALTERNATE SITES

1.23.1 CLIN 1011AA - With Government Transported Riprap

1.23.2 CLIN 1011AB - With Contractor Transported Riprap

1.24 CLIN 1012 - CLEARING AND GRUBBING LEVEES AT ALTERNATE SITES

1.25 CLIN 2001 - STAGING ON TAYLOR LEVEES

1.26 CLIN 2002 - STAGING ON GAME & FISH AND SOUTH PARK LEVEES

1.27 CLIN 2003 - STAGING ON ALTERNATE WORK SITES

1.28 CLIN 2004 - STAGING TO REPAIR GAME TRAIL DAMAGE SITES

1.29 CLIN 2005 - CLEARING AND GRUBBING

1.29.1 CLIN 2005AA - Taylor #1 Levee

1.29.2 CLIN 2005AB - Taylor #2 Levee

1.29.3 CLIN 2005AC - Taylor #3 Levee

1.29.4 CLIN 2005AD - South Park Levee

1.29.5 CLIN 2005AE - Game & Fish #1 Levee

1.29.6 CLIN 2005AF - Game & Fish #2 Levee

1.29.7 CLIN 2005AG - Game & Fish #3 Levee

1.29.8 CLIN 2005AH - Game & Fish #4 Levee

1.30 CLIN 2006 - REMOVAL AND DISPOSAL OF CONCRETE DEBRIS

1.31 CLIN 2007 - REPAIR LEVEE TOE AND REVETMENT

1.31.1 CLIN 2007AA - With Government Transported Riprap

1.31.2 CLIN 2007AB - With Contractor Transported Riprap

1.32 CLIN 2008 - REKEYING EXISTING RIPRAP

1.33 CLIN 2009 - RE-ESTABLISH LEVEE PROFILE

1.33.1 CLIN 2009AA - With Government Transported Fill

1.33.2 CLIN 2009AB - With Contractor Transported Fill

1.34 CLIN 2010 - RE-ESTABLISH LEVEE PROFILE AT ALTERNATE SITES

1.34.1 CLIN 2010AA - With Government Transported Fill

1.34.2 CLIN 2010AB - With Contractor Transported Fill

1.35 CLIN 2011 - REPAIR LEVEE TOE AND REVETMENT AT ALTERNATE SITES

1.35.1 CLIN 2011AA - With Government Transported Riprap

1.35.2 CLIN 2011AB - With Contractor Transported Riprap

1.36 CLIN 2012 - CLEARING AND GRUBBING LEVEES AT ALTERNATE SITES

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 CLIN 0001 - STAGING ON TAYLOR LEVEES

Measurement and payment for staging on Taylor levees will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 0001, "STAGING ON TAYLOR LEVEES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.2 CLIN 0002 - STAGING ON GAME & FISH AND SOUTH PARK LEVEES

Measurement and payment for staging on Game & Fish and South Park levees will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 0002, "STAGING ON GAME & FISH AND SOUTH PARK LEVEES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.3 CLIN 0003 - STAGING ON ALTERNATE WORK SITES

Measurement and payment for staging on alternate work sites will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 0003, "STAGING ON ALTERNATE WORK SITES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.4 CLIN 0004 - STAGING TO REPAIR GAME TRAIL DAMAGE SITES

Measurement and payment for staging to repair game trail damage sites will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 0004, "STAGING TO REPAIR GAME TRAIL DAMAGE SITES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.5 CLIN 0005 - CLEARING AND GRUBBING

Clearing and grubbing represents all work required as indicated in CLINs 0005AA through 0005AH.

1.5.1 CLIN 0005AA - Taylor #1 Levee

Clearing and grubbing Taylor #1 levee is measured for payment as a complete pay item (JOB) for CLIN 0005AA - "TAYLOR #1 LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Taylor levee #1 beginning from Station 0+00 and ending at Station 20+00, complete, as specified and approved.

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1.5.2 CLIN 0005AB - Taylor #2 Levee

Clearing and grubbing Taylor #2 levee is measured for payment as a complete pay item (JOB) for CLIN 0005AB - "TAYLOR #2 LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Taylor #2 levee beginning from Station 0+00 and ending at Station 34+41, complete, as specified and approved.

1.5.3 CLIN 0005AC - Taylor #3 Levee

Clearing and grubbing Taylor #3 levee will be measured for payment as a complete pay item (JOB) for CLIN 0005AC - "TAYLOR #3 LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Taylor #3 levee beginning from Station 0+00 and ending at Station 22+00, complete, as specified and approved.

1.5.4 CLIN 0005AD - South Park Levee

Clearing and grubbing South Park levee will be measured for payment as a complete pay item (JOB) for CLIN 0005AD - "SOUTH PARK LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for South Park levee beginning from Station 0+00 and ending at Station 9+40, complete, as specified and approved.

1.5.5 CLIN 0005AE - Game & Fish #1 Levee

Clearing and grubbing Game & Fish #1 levee will be measured for payment as a complete pay item (JOB) for CLIN 0005AE - "GAME & FISH #1 LEVEE".

Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #1 levee beginning from Station 0+00 and ending at Station 14+60, complete, as specified and approved.

1.5.6 CLIN 0005AF - Game & Fish #2 Levee

Clearing and grubbing Game & Fish #2 levee will be measured for payment as a complete pay item (JOB) for CLIN 0005AF - "GAME & FISH #2 LEVEE".

Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #2 levee beginning from Station 0+00 and ending at Station 21+30, complete, as specified and approved.

1.5.7 CLIN 0054AG - Game & Fish #3 Levee

Clearing and grubbing Game & Fish #3 levee will be measured for payment as a complete pay item (JOB) for CLIN 0005AG - "GAME & FISH #3 LEVEE".

Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #3 levee beginning from Station 0+00 and ending at Station 8+80, complete, as specified and approved.

1.5.8 CLIN 0005AH - Game & Fish #4 Levee

Clearing and grubbing Game & Fish #4 levee will be measured for payment as a complete pay item (JOB) for CLIN 0005AH - "GAME & FISH #4 LEVEE".

Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #4 levee beginning from Station 0+00 and ending at Station 15+55, complete, as specified and approved.

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1.6 CLIN 0006 - REMOVAL AND DISPOSAL OF CONCRETE DEBRIS

Removal and disposal of concrete debris will be measured for payment by the number of tons (TON) of concrete removed for CLIN 0006 - "REMOVAL AND DISPOSAL OF CONCRETE DEBRIS". Price and payment per ton is full compensation for all work, including loading, weighing, hauling, and legal disposal by the Contractor, complete, as specified and approved.

1.7 CLIN 0007 - REPAIR LEVEE TOE AND REVETMENT

Repair levee toe and revetment represents all work required as indicated in CLINs 0007AA through 0007AB.

1.7.1 CLIN 0007AA - With Government Transported Riprap

Repair levee toe and revetment with government transported riprap will be measured for payment by the number of tons (TON) of riprap placed for CLIN 0007AA - "WITH GOVERNMENT TRANSPORTED RIPRAP". Price and payment per ton is full compensation for all work required to repair levee toe and revetment with government transported riprap according to plans, and specifications, complete, as specified and approved. The materials will be weighed and hauled to the worksite by the Government, and will give all scale tickets to the contractor.

1.7.2 CLIN 0007AB - With Contractor Transported Riprap

Repair levee toe and revetment with contractor transported riprap will be measured for payment by the number of tons (TON) of riprap placed for CLIN 0007AB - "WITH CONTRACTOR TRANSPORTED RIPRAP". Price and payment is full compensation for all work, including loading, weighing, and hauling material from the stockpile site to the work site, and all work required to place riprap from the levee toe to the top of the designed grade for riprap, complete, as specified and approved.

1.8 CLIN 0008 - REKEYING EXISTING RIPRAP

Rekeying existing riprap will be measured for payment by the number of 50 linear foot segments (EA) of levee on which the rock is rekeyed. Payment will be made at the unit price for CLIN 0008 - "REKEYING EXISTING RIPRAP".

Price and payment is full compensation for all work required to rekey existing riprap, including all work to pull back the existing riprap from the levee profile, re-installation (rekeying) the existing riprap and keying any additional riprap hauled to the site, complete, as specified and approved.

1.9 CLIN 0009 - RE-ESTABLISH LEVEE PROFILE

Re-establish levee profile represents all work required as indicated in CLINs 0009AA through 0009AB.

1.9.1 CLIN 0009AA - With Government Transported Fill

Re-establish levee profile with government transported fill will be measured for payment by the number of tons (TON) of fill placed for CLIN 0009AA - "WITH GOVERNMENT TRANSPORTED FILL". Price and payment per ton is full compensation for all work, including restoring levee's original design profile, placement and compaction of fill material, complete, as specified and approved. The materials will be weighed and hauled to the

SECTION 01 22 00.00 28 Page 5 worksite by the Government, and will give all scale tickets to the contractor.

1.9.2 CLIN 0009AB - With Contractor Transported Fill

Re-establish levee profile with contractor transported fill will be measured for payment by the number of tons (TON) of fill placed for CLIN 0009AB - "WITH CONTRACTOR TRANSPORTED FILL". Price and payment is full compensation for all work including restoring levee's original design profile, loading, weighing, hauling, placement and compaction of fill material moved from one of several possible Government stockpile sites to the construction site, complete, as specified and approved.

1.10 CLIN 0010 - RE-ESTABLISH LEVEE PROFILE AT ALTERNATE SITES

Re-establish levee profile at alternate sites represents all work required as indicated in CLINs 0010AA through 0010AB.

1.10.1 CLIN 0010AA - With Government Transported Fill

Re-establish levee profile at alternate sites with government transported fill will be measured for payment by the number of tons (TON) of fill placed for CLIN 0010AA - "WITH GOVERNMENT TRANSPORTED FILL". Price and payment per ton is full compensation for all work including restoring levee's original design profile, placement and compaction of fill material, complete, as specified and approved. The materials will be weighed and hauled to the worksite by the Government, and will give all scale tickets to the contractor.

1.10.2 CLIN 0010AB - With Contractor Transported Fill

Re-establish levee profile at alternate sites with contractor transported fill will be measured for payment by the number of tons (TON) of fill placed for CLIN 0010AB - "WITH CONTRACTOR TRANSPORTED FILL". Price and payment per ton is full compensation for all work including restoring levee's original design profile, loading, weighing, hauling, placement and compaction of fill material moved from one of several possible Government stockpile sites to the construction site complete, as specified and approved.

1.11 CLIN 0011 - REPAIR LEVEE TOE AND REVETMENT AT ALTERNATE SITES

Repair levee toe and revetment at alternate sites represents all work required as indicated in CLINs 0011AA through 0011AB.

1.11.1 CLIN 0011AA - With Government Transported Riprap

Repair levee toe and revetment at alternate sites with government transported riprap will be measured for payment by the number of tons (TON) of riprap placed for CLIN 0011AA - "WITH GOVERNMENT TRANSPORTED RIPRAP". Price and payment per ton is full compensation for all work required to place riprap from the levee toe to the top of the designed grade for riprap, complete, as specified and approved. The materials will be weighed and hauled to the worksite by the Government, and will give all scale tickets to the contractor.

1.11.2 CLIN 0011AB - With Contractor Transported Riprap

Repair levee toe and revetment at alternate sites with contractor

SECTION 01 22 00.00 28 Page 6 transported riprap will be measured for payment by the number of tons (TON) of riprap placed for CLIN 0011AB - "WITH CONTRACTOR TRANSPORTED RIPRAP". Price and payment per ton is full compensation for all work, including loading, weighing, and hauling material from up to 20 miles from government stockpile sites to the work site, and all work required to place riprap from the levee toe to the top of the designed grade for riprap, complete, as specified and approved.

1.12 CLIN 0012 - CLEARING AND GRUBBING LEVEES AT ALTERNATE SITES

Clearing and grubbing levees at alternate sites will be measured for payment by the number of each (EA) 50 linear foot segments of levee cleared and grubbed. Payment will be made at the unit price (EACH 50 linear foot segment) for CLIN 0012 - "CLEARING AND GRUBBING LEVEES AT ALTERNATE SITES", which price and payment is full compensation for all work required for clearing and grubbing all bushes, small trees and large trees at all alternate work sites (levees), and disposal of grubbed vegetation, up to 20 miles from the main stockpile site, complete, as specified and approved.

1.13 CLIN 1001 - STAGING ON TAYLOR LEVEES

Measurement and payment for staging on Taylor levees will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 1001, "STAGING ON TAYLOR LEVEES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.14 CLIN 1002 - STAGING ON GAME & FISH AND SOUTH PARK LEVEES

Measurement and payment for staging on Game & Fish and South Park levees will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 1002, "STAGING ON GAME & FISH AND SOUTH PARK LEVEES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.15 CLIN 1003 - STAGING ON ALTERNATE WORK SITES

Measurement and payment for staging on alternate work sites will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 1003, "STAGING ON ALTERNATE WORK SITES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.16 CLIN 1004 - STAGING TO REPAIR GAME TRAIL DAMAGE SITES

Measurement and payment for staging to repair game trail damage sites will be in accordance with Contract CLAUSE: PAYMENT FOR STAGING. This item will be measured for payment as a complete pay item (JOB) under CLIN 1004, "STAGING TO REPAIR GAME TRAIL DAMAGE SITES", which price and payment is full compensation for staging all plant and equipment required for performance of the work, as specified and approved.

1.17 CLIN 1005 - CLEARING AND GRUBBING

Clearing and grubbing represents all work required as indicated in CLINs

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1005AA through 1005AH.

1.17.1 CLIN 1005AA - Taylor #1 Levee

Clearing and grubbing Taylor #1 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AA - "TAYLOR #1 LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Taylor #1 levee beginning from Station 0+00 and ending at Station 20+00, complete, as specified and approved

1.17.2 CLIN 1005AB - Taylor #2 Levee

Clearing and grubbing Taylor #2 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AB - "TAYLOR #2 LEVEE ". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Taylor #2 levee beginning from Station 0+00 and ending at Station 34+41, complete, as specified and approved.

1.17.3 CLIN 1005AC - Taylor #3 Levee

Clearing and grubbing Taylor #3 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AC - "TAYLOR #3 LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Taylor #3 levee beginning from Station 0+00 and ending at Station 22+00, complete, as specified and approved.

1.17.4 CLIN 1005AD - South Park Levee

Clearing and grubbing South Park levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AD - "SOUTH PARK LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for South Park levee beginning from Station 0+00 and ending at Station 9+40, complete, as specified and approved.

1.17.5 CLIN 1005AE - Game & Fish #1 Levee

Clearing and grubbing Game & Fish #1 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AE - "GAME & FISH #1 LEVEE. Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #1 levee beginning from Station 0+00 and ending at Station 14+60, complete, as specified and approved.

1.17.6 CLIN 1005AF - Game & Fish #2 Levee

Clearing and grubbing Game & Fish #2 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AF - GAME & FISH #2 LEVEE". Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #2 levee beginning from Station 0+00 and ending at Station 21+30, complete, as specified and approved.

1.17.7 CLIN 1005AG - Game & Fish #3 Levee

Clearing and grubbing Game & Fish #3 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AG - "GAME & FISH #3 LEVEE".

Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #3 levee beginning from Station 0+00 and ending at Station 8+80, complete, as specified and

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1.17.8 CLIN 1005AH - Game & Fish #4 Levee

Clearing and grubbing Game & Fish #4 levee will be measured for payment as a complete pay item (JOB) for CLIN 1005AH - "GAME & FISH #4 LEVEE".

Payment is full compensation for all work required for clearing, grubbing and disposing of vegetation for Game & Fish #4 levee beginning from Station 0+00 and ending at Station 15+55, complete, as specified and approved.

1.18 CLIN 1006 - REMOVAL AND DISPOSAL OF CONCRETE DEBRIS

Removal and disposal of concrete debris will be measured for payment by the number of tons (TON) of concrete removed for CLIN 1006 - "REMOVAL AND DISPOSAL OF CONCRETE DEBRIS". Price and payment per ton is full compensation for all work, including loading, weighing, hauling, and legal disposal by the Contractor, complete, as specified and approved.

1.19 CLIN 1007 - REPAIR LEVEE TOE AND REVETMENT

Repair levee toe and revetment represents all work required as indicated in CLINs 1007AA through 1007AB.

1.19.1 CLIN 1007AA - With Government Transported Riprap

Repair levee toe and revetment with government transported riprap will be measured for payment by the number of tons (TON) of riprap placed for CLIN 1007AA - "WITH GOVERNMENT TRANSPORTED RIPRAP". Price and payment per ton is full compensation for all work required to repair levee toe and revetment with government transported riprap according to plans, and specifications, complete, as specified and approved. The materials will be weighed and hauled to the worksite by the Government, and will give all scale tickets to the contractor.

1.19.2 CLIN 1007AB - With Contractor Transported Riprap

Repair levee toe and revetment with contractor transported riprap will be measured for payment by the number of tons (TON) of riprap placed for CLIN 0007AB - "WITH CONTRACTOR TRANSPORTED RIPRAP". Price and payment is full compensation for all work, including loading, weighing, and hauling material from the stockpile site to the work site, and all work required to place riprap from the levee toe to the top of the designed grade for riprap, complete, as specified and approved.

1.20 CLIN 1008 - REKEYING EXISTING RIPRAP

Rekeying existing riprap will be measured for payment by the number of 50 linear foot segments (EA) of levee on which the rock is rekeyed. Payment will be made at the unit price for CLIN 1008 - "REKEYING EXISTING RIPRAP".

Price and payment is full compensation for all work required to rekey existing riprap, including all work to pull back the existing riprap from the levee profile, re-installation (rekeying) the existing riprap and keying any additional riprap hauled to the site, complete, as specified and approved.

1.21 CLIN 1009 - RE-ESTABLISH LEVEE PROFILE

Re-establish levee profile represents all work required as indicated in CLINs 1009AA through 1009AB.

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1.21.1 CLIN 1009AA - With Government Transported Fill

Re-establish levee profile with government transported fill will be measured for payment by the number of tons (TON) of fill placed for CLIN 1009AA - "WITH GOVERNMENT TRANSPORTED FILL". Price and payment per ton is full compensation for all work, including restoring levee's original design profile, placement and compaction of fill material, complete, as specified and approved.