W912P6-13-B-0004_Rosewood_Park_Coastal_Ecosystem_Restoration_-_GLFER_AMD0001_Specifications.pdf

Rosewood Park Coastal Ecosystem Restoration - GLFER W912P6-13-B-0004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

GENERAL PROVISIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 CERTIFICATES OF COMPLIANCE

1.3 RESPONSIBLITY OF THE CONTRACTOR

1.4 SUBMITTALS

1.5 REAL ESTATE

1.6 CONSTRUCTION PROGRESS PHOTOGRAPHS

1.6.1 Photographic Documentation

1.6.1.1 Digital Photographic Media

1.6.1.2 Photograph Prints

1.6.2 Construction Complete Photographs

1.6.3 Bathymetric Survey

1.6.4 Payment and Acceptance

1.7 CONSTRUCTION DOCUMENTATION REPORT (CDR)

1.7.1 Compilation of the CDR

1.7.2 Additional Requirements

1.8 QUANTITY SURVEYS

1.9 INSPECTION

1.10 CONDITION OF EXISTING STRUCTURES

1.11 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

1.12 MINIMUM AMOUNT OF INSURANCE REQUIRED

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 PERMITS AND RESPONSIBILITIES

1.15 COORDINATION WITH OTHERS

1.16 SPECIAL SAFETY REQUIREMENTS

1.17 ONE CALL SYSTEMS FOR EXCAVATORS

1.18 ELECTRICAL POWER LINES

1.19 BORROW/DISPOSAL SITES AND QUARRIES

1.20 SIGNAL LIGHTS

1.21 TEMPORARY LIGHTS AND SIGNALS REQUIRED BY THE COAST GUARD

1.22 ACCOMMODATIONS FOR INSPECTORS

1.23 PRIOR, AFTER, AND QUANTITY SURVEYS

1.24 PROGRESS MEETINGS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 10 00 Page 1

AMD-0001

SECTION 01 10 00

GENERAL PROVISIONS

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 basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011) Safety and Health Requirements Manual

EM 1110-2-1003 (2004) Hydrographic Surveying

1.2 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in two copies.

Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet specific requirements.

1.3 RESPONSIBLITY OF THE CONTRACTOR

a. The Contractor shall be responsible for the professional quality, technical accuracy and the coordination of all designs, drawings and specifications furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise designs, drawings and specifications.

b. Neither the Government's review, approval or acceptance of, nor payment for, any of the services required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause or action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government in accordance with applicable law for all damages to the Government caused by the Contractor's negligence in connection with designs, drawings and specifications, furnished under this contract.

c. The rights and remedies of the Government provided for under the contract are in addition to any other rights and remedies provided

SECTION 01 10 00 Page 2 by law.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Condition of Existing Structures

Coordination with Others; G, CN

Drug Free Workplace

Refer to FAR CLAUSE entitled DRUG FREE WORKPLACE in Section 00700.

SD-06 Test Reports

Construction Progress Photographs; G, CN

Original Quantity Survey; G, CN

Final Quantity Survey; G, CN

Progress Payment Quantity Surveys; G, CN

SD-11 Closeout Submittals

Construction Complete Photographs; G, CN

Bathymetric Survey; G, CN

Construction Documentation Report; G, DG

1.5 REAL ESTATE

All required right-of-way to do the work is available to the Contractor, and is included on the contract drawings. In the event the Contractor requires any additional access roads and storage areas, he shall obtain such areas at his own expense. The Contractor shall furnish to the Contracting Officer copies of all legal documents or leases permitting his use of private or other properties other than included in the contract.

1.6 CONSTRUCTION PROGRESS PHOTOGRAPHS

Contractor shall provide photographs documenting the work progress during construction.

Monthly photography shall be performed between the first and fifth of each month during construction.

Photographs shall be submitted to the Contracting Officer no later than the 10th of each month the photographs are taken.

SECTION 01 10 00 Page 3

1.6.1 Photographic Documentation

Provide a minimum of six views from varying positions to document the monthly work accomplished. Additional views and positions may be required by the Contracting Officer to document the monthly work progress. Any additional photographs required shall be done at no additional cost to the Government.

1.6.1.1 Digital Photographic Media

Photographs shall be a minimum of four megapixels in JPEG format and submitted on CD-ROM or DVD. Submit two (2) copies of all disks. All disks shall be labled accordingly:

1. Contract Title

2. Contract Number

3. Photography Date

1.6.1.2 Photograph Prints

Each photograph shall be printed in color, on 8.5" x 11.0" professional digital photography paper with matte finish. The Contractor shall provide one (1) copy of each photograph print. Each photograph print shall be in individual protective covers, acceptable to the Contracting Officer's Representative and placed in 3-ring binder(s). The date and time shall be imprinted on each photograph. A written narrative shall be provided that describes each photograph and the direction of the camera. The written narrative for each photograph shall correspond to the photograph's digital file name as provided on the CD-ROM or DVD. The photograph prints shall be submitted and labeled accordingly:

1. Contract Title

2. Contract Number

3. Photography Date and time

4. Brief Description, including location

5. Corresponding Digital File Name

1.6.2 Construction Complete Photographs

Pursuant to the final inspection by the Contracting Officer, Contractor shall submit photographs documenting the final conditions at the completion of the contract.

Photographs shall be submitted in the same quantity, media and labeling as the construciton progress photographs.

Construction complete photographs shall be submitted within ten days after final inspection by the Contracting Officer.

1.6.3 Bathymetric Survey

Bathymetric survey shall be performed upon completion of construction. The contractor shall perform the survey with the government as a witness. The bathymetric survey shall begin at the 50 feet south of southern breakwater structure and extend the entire length of the project to 50 feet past the northern breakwater structure.

SECTION 01 10 00 Page 4

1.6.4 Payment and Acceptance

No separate payment will be made for providing approved progress and completion photographs required under this contract. All costs in connection therewith shall be considered a subsidiary obligation of the Contractor.

The progress photographs and the final conditions photographs will be jointly reviewed for accuracy and completeness by the COR and the Contractor prior to submission of each monthly pay estimate. If the Contractor fails to maintain the progress photographs as specified, the COR shall deduct from the monthly progress payment an amount representing the estimated cost of the progress photographs.

1.7 CONSTRUCTION DOCUMENTATION REPORT (CDR)

A Construction Documentation Report (CDR) will be developed by the Government for the construction project.

1.7.1 Compilation of the CDR

In order to prepare the CDR, the following documents shall be compiled at the completion of construction and provided to the Government by the Contractor on Compact Discs (CDs). To the greatest extent possible, the CDR must use references to avoid the duplication of drawings or data. If a document is a submittal that required approval, only the final approved document shall be compiled in the CDR:

a. A brief summary prepared by the Contractor that describes any modifications to the original contract plans and specifications and provides details of unexpected problems that occurred during construction, including the actions taken to correct the problems. If modifications or problems did not occur during construction, then the summary should just note that there were no modifications or problems.

b. Quality Control Plan (Section 01 45 00.00)

c. Daily Construction Quality Control Management Reports and Checklists (Section 01 45 00.00)

d. Materials, Equipment, and Design Data (Section 35 31 19.45 03)

e. Field Test Reports (Pipe Leakage, Hydrostatic, and Valve Testing) (Section 35 31 19.45 03)

1.7.2 Additional Requirements

Within 30 days of completion of the physical construction, the Contractor shall submit all documents requested for the CDR in Adobe Portable Document Format (*.pdf) on labeled CD-ROMs. All documents that fall into the same category, as referenced above, should be placed on the same CD. If multiple CDs are needed to complete the compilation, then each CD should be labeled with what type of document is included on the CD and also that it is 1 of 2, 2 of 2, etc. Also, save the *.pdf files with the name of the document, as referenced above, in the filename (abbreviations are allowed), as well as the date. The Contractor shall submit two (2) copies of CDs for Government approval. Upon Government approval, submit four (4) copies of the CDs and possibly one or more hard copies. If hard copies are

SECTION 01 10 00 Page 5 requested, they should indicate what type of document is included and that it is binder 1 of 2, 2 of 2, etc. A sum of $30,000 will be retained until final approval of the CDR.

1.8 QUANTITY SURVEYS

a. Quantity surveys shall be conducted and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.

b. Conduct original quantity survey, final quantity survey and progress payment quantity surveys. Original and final surveys shall be done by an independent, registered land surveyor. All these surveys shall be witnessed by a representative of the Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance. Prior to any scheduled survey, the COR/Area Engineering Office shall be given 48-hour notice. The Contractor's independent surveyor shall make such computations as are necessary to determine the quantities of work performed or finally in place. The Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.

c. Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The Contractor shall retain copies of all such material furnished to the Contracting Officer.

1.9 INSPECTION

The presence or absence of a QA representative shall not relieve the Contractor of responsibility for the proper execution of work in accordance with the plans and specifications.

1.10 CONDITION OF EXISTING STRUCTURES

Prior to commencement of operations by the Contractor at the site, a detailed survey will be made of all existing structures that may be affected by the Contractor's operations. The survey will be conducted in coordination with local interests, Contractor, Corps of Engineers Representative, and private parties concerned and will be sufficient in scope to provide advance agreement among all concerned as to the condition of the existing structures. The Contractor shall be responsible for full and active participation in such pre-construction surveys of existing structures as deemed necessary to permit determination and accurate assessment of any subsequent damage to existing structures that may be incurred during the period of the contract.

1.11 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

If, during construction activities, the Contractor observes items that might have historical or archaeological value, such observations shall be reported immediately to the Contracting Officer's Representative (COR) so that the appropriate authorities may be notified and a determination can be made as to their significance and what, if any, special disposition of the finds should be made. The Contractor shall cease all activities that may result in the destruction of these resources and shall prevent his employees from trespassing on, removing, or otherwise damaging such resources.

SECTION 01 10 00 Page 6

1.12 MINIMUM AMOUNT OF INSURANCE REQUIRED

In accordance with FAR CLAUSE entitled INSURANCE - WORK IN A GOVERNMENT INSTALLATION, the following minimum insurance coverages and limits are required. The term "Installation" referred to in this clause is deemed to mean Corps of Engineers project site or Federal property.

a. Evidence of the following minimum insurance coverages and limits, with concurrent policy expiration dates, must be received by the Department of the Army, Corps of Engineers before the Contractor can begin work. This evidence must be on a fully-completed, signed and dated ACORD Certificate of Insurance. In addition, policy endorsements must be issued by or in behalf of the insuring company or companies naming the Department of the Army, Corps of Engineers as Additional Interest Insured regarding the work. The endorsements must also provide that the Department of the Army, Corps of Engineers receive direct written notice at least thirty (30) calendar days before the effective date of any material changes to, any cancellation of, or any non-renewal of these coverages during the time period of the Contractor's work. These endorsements must also be received by the Department of the Army, Corps of Engineers before the Contractor can begin work.

b. Should the coverages expire or be terminated during the time period of the Contractor's work, the Department of the Army, Corps of Engineers must receive an ACORD Certificate of Insurance as evidence of renewal or replacement insurance coverage and the supporting policy endorsements as specified above. The required evidence of renewal replacement insurance must be received by either the Contracting Officer or Contracting Officer's Representative at least ten (10) calendar days before the coverage expires or is being terminated.

c. All insuring companies must be rated A- or Excellent or better, by A.M. Best Company, an independent insurance rating service. The ACORD Certificate must list the A.M. Best Company insurance company code of listed insurance companies being offered.

Comprehensive General Liability (Occurrence policy form only) General Aggregate $2,000,000 Products/Completed Operations $2,000,000 Each Occurrence $1,000,000 Fire Damage Legal Liability $ 50,000

Comprehensive Automobile Liability (Including Hired Automobile Liability and Non-Owned Automobile Liability) Combined Single Limit $1,000,000

Employers' Liability Each Occurrence $ 500,000 Policy Limit $ 500,000 Each Employee $ 500,000

Workers Compensation (As required by state law or Federal law)

Umbrella Liability

SECTION 01 10 00 Page 7

(Occurrence policy form only) Each Occurrence and Aggregate $5,000,000

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This clause specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "DEFAULT (FIXED PRICE CONSTRUCTION)." In order for the Contracting Officer to award a time extension under this clause, 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.

The following schedule of monthly anticipated adverse weather delays is based on 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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON A FIVE (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

22 20 12 5 5 5 5 5 3 2 6 17

Upon acknowledgement of Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall 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 workday.

The number of actual adverse weather delay days shall include 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 delays exceeds the number of days anticipated in paragraph 2, above, 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 contract clause entitled "Default (Fixed Price Construction)".

1.14 PERMITS AND RESPONSIBILITIES

It shall be the responsibility of the Contractor to obtain all permits/licenses required for this project as required under CONTRACT CLAUSES paragraph entitled "PERMITS AND RESPONSIBILITIES".

1.15 COORDINATION WITH OTHERS

The Contractor shall schedule and coordinate its operations affecting other Contractors, Government hired labor forces, utilities, and/or property within the work limits. Such scheduling shall be accomplished with lead time sufficient for coordination of all involved parties as necessary for timely completion of each contract feature. As evidence of this compliance with this General Provision, the Contractor shall furnish the Contracting Officer's Representative (COR) with a copy of each coordinated schedule prior to commencing operations affecting such other Contractors, utilities, and/or property.

SECTION 01 10 00 Page 8

1.16 SPECIAL SAFETY REQUIREMENTS

The Contractor shall comply with all applicable Federal, state and local safety requirements including, but not limited to, those provided in

EM 385-1-1.

1.17 ONE CALL SYSTEMS FOR EXCAVATORS

One call systems, established by law, are operated by owners of underground facilities for excavators. Upon notification by an excavator through a one call system, all participating operators of underground facilities in a covered area will identify and locate their facilities. One call systems will be identified by contacting the following:

ILLINOIS

JULIE UTILITIES PROTECTION SERVICES

1-800-892-0123

1.18 ELECTRICAL POWER LINES

The Contractor shall study the construction plans and site and know in detail all locations of power lines within the rights of way. Prior to performing any construction operation adjacent to power lines, appropriate danger signs shall be provided where any equipment scheduled for use on the site is capable of contacting such lines. To confirm the location of underground lines, the Contractor shall contact the appropriate council listed in paragraph ONE CALL SYSTEMS FOR EXCAVATORS. Aerial power lines shall either be shut off and a positive means taken to prevent the lines from being energized, or clearances required by EM 385-1-1, Safety and Health Requirements Manual, shall be maintained. Work shall not proceed into dangerous areas without an additional workman being assigned the crew to watch the movements of other personnel and equipment to assure that designated clearances are maintained.

1.19 BORROW/DISPOSAL SITES AND QUARRIES

This paragraph, Borrow/Disposal Sites and Quarries, applies only to the ability of the Contractor to utilize a particular borrow/disposal site or quarry, and does not address the use of materials from that site or quarry. Nothing in this paragraph, Borrow/Disposal, shall relieve the Contractor of complying with the specific testing requirements for material taken from any borrow/disposal sites or quarries as set forth in the technical provisions of this Contract.

a. Definitions. For purposes of this general provision, the following definitions apply:

(1) Government-Suggested borrow/disposal site or quarry means a site or quarry suggested by the Government for use by the Contractor concerning which all applicable Federal, state and local environmental statutory and regulatory requirements may or may not have been satisfied.

(2) Commercial/existing borrow/disposal site or quarry means a site or quarry which is either in the business of providing borrow material or has been used as a disposal site for other purposes and is available for use; and concerning which all applicable Federal, state and local environmental statutory and regulatory

SECTION 01 10 00 Page 9 requirements have been satisfied.

(3) Contractor-chosen borrow/disposal site or quarry means a site or quarry chosen by the Contractor for use concerning which none or not all of the applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied.

b. If a borrow/disposal site or quarry is identified in the contract specifications as Government-Suggested, it is the responsibility of the Contractor to ascertain whether or not all Federal, state and local environmental statutory and regulatory requirements have been satisfied. If any of such requirements have not been satisfied, the Contractor is required to follow the procedures set forth in paragraph d(4) below. Use of such a site or quarry must be approved by the Contracting Officer.

c. If the Contractor chooses a commercial/existing borrow/disposal site or quarry, the Contractor is not required to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied, but is required to provide to the Government either, as a minimum, a letter from the owner/operator of the commercial/existing borrow/disposal site or quarry certifying that all environmental and operating permits have been acquired, or actual copies of all such environmental and operating permits. Use of such a site or quarry must be approved by the Contracting Officer. The Contractor shall adhere to all rules, regulations and business practices required by the owner/operator.

d. If a Contractor decides to use a Contractor-chosen borrow/disposal site or quarry, it is the Contractor's responsibility to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements have been satisfied. Use of such a site or quarry must be approved by the Contracting Officer, and such approval shall not be granted unless all applicable requirements have been met and such use of the site does not pose significant environmental impacts.

(1) The specific requirements which must be met by the Contractor before a Contractor-chosen (or, when applicable, a Government-recommended) site or quarry shall be approved by the COR include, at a minimum, but are not necessarily limited to, compliance with the following environmental laws, regulations and executive orders:

Federal Laws, Regulations, and Executive Orders Name Agency Section 404, U.S. Army Corps of Engineers, Clean Water Act Detroit District (IN/WI) (Permit) Chicago District (IL)

Section 10, River U.S. Army Corps of Engineers and Harbor Act of 1899 (Permit)

Emission U.S. Environmental Protection Limitations, Agency Clean Air Act

SECTION 01 10 00 Page 10

Section 9, U.S. Fish and Wildlife Service, Endangered Species Barrington Office (IL) Act of 1973 Bloomington Office (IN) Green Bay Office (WI)

Section 703, U.S. Fish and Wildlife Service Migratory Bird Treaty Act of 1918

Section 106, Preservation Act of 1966

Flood Plain U.S. Army Corps of Management, Engineers, Chicago District Executive Order 11988

Surface Mining Bureau of Mines Control and Reclamation Act of 1977

Resource U.S. Environmental Protection Conservation and Agency Recovery Act of 1976

Toxic Substance U.S. Environmental Protection Control Act Agency

Illinois State Statutes

Construction Illinois Department of Transportation, Within a Floodway Division of Water (Permit) Resources

Illinois Illinois Department of Endangered Species Conservation

Section 401, Illinois Environmental Protection Clean Water Act Agency, Division of Water (Permit) Pollution Control

Section 402, Illinois Environmental Protection Clean Water Act Agency, Division of Water (NPDES Permit) Pollution Control

State Agency Illinois Historic Historic Resources Preservation Agency Protection Act

Human Grave Illinois Historic Preservation Protection Act Preservation Agency

It is the Contractor's responsibility to ensure that all applicable Federal, state and local environmental statutory and regulatory requirements are satisfied, regardless of their presence on, or absence from, the above list.

(2) It is the responsibility of the Government to ensure that the requirements of the National Environmental Policy Act (NEPA) have been complied with. If the Contractor decides to use a site or

SECTION 01 10 00 Page 11 quarry which has not previously undergone an environmental review under NEPA (either Government-recommended or Contractor-chosen), the Contractor shall notify the Contracting Officer, who shall arrange for such an environmental review. This review and compliance process may include inter-agency coordination and the preparation and circulation for public review of environmental documentation. It is the responsibility of the Contractor to allow sufficient time in the construction schedule to accommodate this review and compliance process, and to provide the Contracting Officer with any and all information that the Contracting Officer deems necessary to facilitate the process. The review and compliance process requires a minimum time frame of ninety (90) calendar days, but could take substantially longer, possibly up to one year or, in unusual circumstances, even longer than one year, to complete. Any construction delays caused by the need to conduct an environmental review under NEPA shall be solely the responsibility of the Contractor, at no additional cost to the Government.

(3) It is also the responsibility of the Government to perform Section 7 consultation under the Endangered Species Act, to coordinate with the U.S. Fish and Wildlife Service and appropriate state wildlife agencies under the Fish and Wildlife Coordination Act, and to perform a Farmland Conversion Impact Rating under the Farmland Protection Policy Act for all Government-Suggested or Contractor-Chosen sites. This shall be accomplished concurrently with the NEPA environmental review process. It is the responsibility of the Contractor to allow sufficient time in the construction schedule to accommodate these consultation and coordination requirements as well as the NEPA review process, and to provide the Contracting Officer with any and all information that the Contracting Officer deems necessary to facilitate the completion of these consultation and coordination requirements.

(4) The Government cannot guarantee that any Government-Suggested or Contractor-chosen site is capable of complying with all applicable Federal, state and local environmental statutory and regulatory requirements and may reject any such site proposed for use by the Contractor for environmental reasons. If the Contracting Officer does not approve the use of a Government-recommended or Contractor-chosen borrow/disposal site or quarry because not all applicable Federal, state or local environmental statutory and regulatory requirements have been satisfied, or because the Government determines that such site or quarry could not be used for environmental reasons as a result of the environmental review under NEPA, it is the Contractor's responsibility to locate an alternate site or quarry and to perform all necessary reviews to obtain approval of the use of such alternative site or quarry. Any construction delays caused by the need to locate an alternate site or quarry, shall be solely the responsibility of the Contractor, at no additional cost to the Government.

(5) Nothing in this clause shall relieve the Contractor from the responsibility of obtaining all non-environmental permits and licenses which may be required under Federal, state or local statutes, regulations and ordinances.

SECTION 01 10 00 Page 12

1.20 SIGNAL LIGHTS

FOR MARINE PLANTS

The Contractor shall display signal lights and conduct his operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard, governing the following: lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe or in submarine or bank protection operations, lights to be displayed on dredge pipe lines; day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by other vessels of floating plant working in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules: International-Inland (COMDTINST M16672.2), or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 89 (Inland), as applicable.

1.21 TEMPORARY LIGHTS AND SIGNALS REQUIRED BY THE COAST GUARD

FOR MARINE PLANTS

All temporary lights and signals required by the U.S. Coast Guard must be displayed during the required work. Information regarding required signals and lights may be obtained from the Commander, U.S. Ninth Coast Guard District, 1240 East Ninth Street, Cleveland, Ohio 44199.

1.22 ACCOMMODATIONS FOR INSPECTORS

FOR MARINE PLANTS

The Contractor shall furnish regularly to inspectors on board the dredge, other craft upon which they are employed, or Contractor's field office a suitable separate room for office purposes and transportation to and from the dredge or other craft. The room shall be fully equipped and maintained to the satisfaction of the COR; it shall be properly heated, ventilated, and lighted, and shall have a desk which can be locked, a chair for each inspector, and washing convenience. The entire cost to the Contractor for furnishing, equipping, and maintaining the foregoing accommodations shall be included in the contract price. If the Contractor fails to meet these requirements, the facilities referred to above will be secured by the COR, and the cost thereof shall be deducted from payments to the Contractor.

1.23 PRIOR, AFTER, AND QUANTITY SURVEYS

FOR MARINE WORK

a. Contractor shall perform such surveys and computations as are necessary to determine the quantities of work performed or placed during each period for which a progress payment is to be made.

The Contractor shall also perform prior and after dredging surveys. Soundings shall be continuous and ranges shall be no greater than 100 foot intervals with actual soundings taken at least every 20 feet along each range line. Prior sounding borders shall be the dredging boundaries as shown on the plans. The Government will make such computations as necessary to determine the final quantities of work performed or finally in place.

Unless waived by the COR in each specific case, quantity surveys made by the Contractor shall be witnessed and approved by the

SECTION 01 10 00 Page 13

COR. All surveys shall be performed in accordance with the Class I Contract Payment Survey as specified in EM 1110-2-1003.

b. All original field notes, computations, digital sounding data and other records of the Contractor for the purposes of layout, original, progress, and final surveys shall be furnished no later than two (2) working days after completing surveys to the COR at the site of the work and shall be used by the COR to the extent necessary in determining the proper amounts of progress and final payments. A copy of the original notes, computation, digital sounding data and records furnished to the COR shall be retained by the Contractor.

c. "Prior" soundings are to be plotted by the Contractor and submitted within five (5) working days after the prior soundings are completed and prior to the start of dredging. "After" (final) soundings are to be plotted by the Contractor and submitted within five (5) working days after final soundings are completed. All soundings shall be plotted at a scale of 1:50 and submitted on hard copy and digital format.

d. Format for digital sounding data: Any sounding data provided to the Government shall be on compact disk in ASCII tabular format or another format approved by the COR.

e. Verification: The Government may make checks as the work progresses to verify lines and grades established by the Contractor and to determine the conformance of the completed work as it progresses with the requirements of the contract specifications and drawings. Such checking by the COR shall not relieve the Contractor of his responsibility to perform all work in accordance with the contract drawings and specifications and the lines and grades given therein.

f. Format and Survey Notes: The format in which survey notes are recorded shall be approved by the COR prior to any survey work being performed.

1.24 PROGRESS MEETINGS

A progress meeting will be held weekly. The meetings will occur on-site, in the Contractor's field trailer, as conditions allow. The day for conducting meetings will be mutually agreed to between the Contractor, the Government and the Local Sponsors (DOE and CPD) within 10 calendar days after receipt of the notice to proceed. Unless the Contracting Officer's Representative (COR) specifically indicates in writing otherwise, the Contractor shall prepare meeting agendas and meeting minutes for each meeting.

Progress meeting will consist of a written agenda of topics and issues to be discussed during the meeting and followed up with draft meeting minutes prepared by the Contractor. The draft meeting minutes will be emailed out to all attendees one day after the meeting for review and approval. The review and approval process will allow for mutual acceptance of the draft minutes as written, or editing to add, delete, and/or correct items that were covered in the weekly meeting. The edited draft meeting minutes will be published and handed out by the Contractor at each following week's progress meeting. If all attendees agree the minutes have been properly edited; then those minutes become the official final minutes of the previous week's progress meeting. All attendees will be required to sign an

SECTION 01 10 00 Page 14 attendance sheet that will become an attachment to the official final meeting minutes.

The progress meeting agendas will at a minimum contain the following items (Italic wording represents example input per item):

1. Contract Schedule and S-curve status

a. Dollar driven schedule how much will the Contractor need in the next three months

b. Status of the contract and funds

2. Weather days for the last two weeks

3. Go over Punch/Discrepancy list Items

a. Not in contract compliance

b. Methods of correction

c. Where does it fit in the schedule?

d. Is it holding up a critical path item?

e. Is it a critical path item?

4. Status of stored materials

a. When to fund stored materials and when to subtract materials from the stored state

b. Where is the item on the scheduled?

5. Work performed since last progress meeting

a. Last week did we do what we said we were going to do?

b. Is there some slippage according to schedule?

6. Two week look ahead.

7. Submittal register open / closed items.

a. Status of needed submittals

b. Missing/overdue

8. Visit any open items from previous week's agenda.

9. Pay estimate

a. Questions

b. Concerns

c. Progress

10. Status of safety plan and accident prevention

11. Review of the QCS program

a. Questions

b. Problems

c. Observations

d. Review Reports (Contractor Action Items, Submittals in Review, Submittals due in 30 days, etc)

12. Status and review of testing

a. Concrete

b. Soil

c. Asphalt

13. RFI's / RFC's

a. New

b. Unanswered

14. RFP's

a. New

b. Unanswered

15. Differing Site Conditions

16. Security issues

a. Status of coordination with the Others/Local Sponsor, Any Item

17. Other

Contractor conducts the progress meetings. During the first progress meeting the agenda format will be reviewed and agreed to by all parties in attendance.

SECTION 01 10 00 Page 15

Contractor shall prepare the updated agenda for the meeting prior to the scheduled day, and any information in dispute will be addressed at the meeting.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 10 00 Page 16

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 MOBILIZATION AND DEMOBILIZATION (Bid Item 0001)

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 SHEETPILE GROYNE REMOVAL (BID ITEM 0002AA)

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 CONCRETE PIER REMOVAL (Bid Item 0002AB)

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 GEOTEXTILE FABRIC (Bid Item 0004AE)

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 REMOVE EXISTING PARKING LOT (Bid Item 0006AC)

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 PERMEABLE CONCRETE PARKING LOT (Bid Item 0006AD)

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 INVASIVE SPECIES REMOVAL (BID ITEM 0006AE, 0007AA, 0008AA,

0009AA, AND 0010AA)

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 POROUS PAVER PARKING LOT (Optional Bid Item 0012)

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 CONCRETE CAP FOR SHEETPILE GROYNE (Optional Bid Item 0013)

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 PERFORMANCE AND PAYMENT BONDS (BID ITEM 0011 and Optional Bid

Item 0015)

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 SHEETPILE GROYNE INSTALLATION (BID ITEM 0002AC)

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measurement

1.2.2 GROYNES WITH STONE BREAKWATERS (BID ITEM 0002AD, 0003AA,

0003AB, 0003AC, AND 0003AD)

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 BEACH REVETMENT (BID ITEM 0004AA, 0004AB, 0004AC, AND 0004AD)

SECTION 01 22 00 Page 1

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 BEACH REPLENISHMENT (BID ITEMS 0005AA AND 0005AB)

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measurement

1.2.5 REMOVE CONCRETE WEIRS (BID ITEM 0006AA)

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measurement

1.2.6 REMOVE BOX CULVERT (BID ITEM 0006AB)

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measurement

1.2.7 NATIVE PLANTING (BID ITEMS 0006AF, 0007AB, 0009AB, AND 0010AB)

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measurement

1.2.8 NATIVE PLANT ESTABLISHMENT (BID ITEMS 0006AG, 0007AC, 0009AC,

AND 0010AC)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measurement

1.2.9 GROYNE ARMOR STONE - 1.5-3T (BID ITEM 0002AD AND OPTIONAL BID

ITEM 0014)

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

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

1.1.1 MOBILIZATION AND DEMOBILIZATION (Bid Item 0001)

1.1.1.1 Payment

Payment will be made at the applicable lump sum price for mobilization and demobilization of all the Contractor's plant and equipment to complete the work. Payment constitutes full compensation for all plant, labor, equipment, temporary fencing and facilities, utilities and incidentals associated with mobilization and demobilization. Mobilization payments will generally not exceed 60% of the total amount of this line item, with the remaining 40% used for demobilization upon completion of the project.

1.1.1.2 Unit of Measure

Unit of measure: lump sum.

1.1.2 SHEETPILE GROYNE REMOVAL (BID ITEM 0002AA)

1.1.2.1 Payment

Payment will be made at the contract lump sum price for removal of the existing sheetpile groynes as specified on the plans including handling, transporting, and off-site disposal. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work. The refilling of holes resulting from demolition operations will not be measured for payment but will be considered as a subsidiary obligation under the above item.

1.1.2.2 Unit of Measure

Unit of measure: lump sum.

SECTION 01 22 00 Page 3

1.1.3 CONCRETE PIER REMOVAL (Bid Item 0002AB)

1.1.3.1 Payment

Payment will be made at the contract lump sum price for removal of the existing concrete pier as specified on the plans including handling, transporting, and off-site disposal. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work. The refilling of holes resulting from demolition operations will not be measured for payment but will be considered as a subsidiary obligation under the above item.

1.1.3.2 Unit of Measure

Unit of measure: lump sum.

1.1.4 GEOTEXTILE FABRIC (Bid Item 0004AE)

1.1.4.1 Payment

Payment will be made at the contract lump sum price for placing geotextile fabric as specified on the plans and in accordance with 31 05 19.13 GEOTEXTILES USED AS FILTERS AND UNDERLAYS. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.4.2 Unit of Measure

Unit of measure: lump sum.

1.1.5 REMOVE EXISTING PARKING LOT (Bid Item 0006AC)

1.1.5.1 Payment

Payment will be made at the contract lump sum price for removing the existing parking lot, subbase, and curb as specified on the plans including handling, transporting, and off-site disposal. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work. The refilling of holes resulting from demolition operations will not be measured for payment but will be considered as a subsidiary obligation under the above item.

1.1.5.2 Unit of Measure

Unit of measure: lump sum.

1.1.6 PERMEABLE CONCRETE PARKING LOT (Bid Item 0006AD)

1.1.6.1 Payment

Payment will be made at the contract lump sum price for installing the permeable concrete parking lot, geotextile fabric, subbase, steel reinforcement, curb, and striping as specified on the plans and in accordance with SECTIONS 32 13 43 PERVIOUS CONCRETE PAVING, 32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUS PAVEMENT, and 32 11 16 SUBBASES FOR PERVIOUS PAVING. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

SECTION 01 22 00 Page 4

1.1.6.2 Unit of Measure

Unit of measure: lump sum.

1.1.7 INVASIVE SPECIES REMOVAL (BID ITEM 0006AE, 0007AA, 0008AA, 0009AA,

AND 0010AA)

1.1.7.1 Payment

Payment will be made at the contract lump sum price for invasive species removal as specified on the plans and in accordance with Section 31 13 19

TREE AND SHRUB CLEARING, 31 31 19.13 CHEMICAL VEGETATION CONTROL,

32 01 90.45 ESTABLISHMENT PERIOD, and 31 31 19.16 PRESCRIPTION BURNING.

Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.7.2 Unit of Measure

Unit of measure: lump sum.

1.1.8 POROUS PAVER PARKING LOT (Optional Bid Item 0012)

1.1.8.1 Payment

Payment will be made at the contract unit price for installing the porous paver parking lot, geotextile fabric, subbase, base, bedding, joint aggregate, curb, and striping as specified on the plans and in accordance with SECTIONS 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT, 32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUS PAVEMENT, and 32 11 16 SUBBASES FOR PERVIOUS PAVING. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work..

1.1.8.2 Unit of Measure

Unit of measure: lump sum.

1.1.9 CONCRETE CAP FOR SHEETPILE GROYNE (Optional Bid Item 0013)

1.1.9.1 Payment

Payment will be made at the contract unit price for the work associated with the concrete cap on the sheetpile groynes as specified on the plans and in accordance with 03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE.

Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work..

1.1.9.2 Unit of Measure

Unit of measure: lump sum.

1.1.10 PERFORMANCE AND PAYMENT BONDS (BID ITEM 0011 and Optional Bid Item 0015)

1.1.10.1 Payment

Payment will be made for the performance and payment bonds that are required as part of this contract. The Government will pay the actual cost of the bonds or the Contractor's bid price, whichever is less, after

SECTION 01 22 00 Page 5 receiving evidence of payment (paid invoice) from the bonding company or agency.

1.1.10.2 Unit of Measure

Unit of measure: lump sum.

1.2 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 BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 SHEETPILE GROYNE INSTALLATION (BID ITEM 0002AC)

1.2.1.1 Payment

Payment will be made at the contract unit price for installing the steel sheetpile as shown on the plans and in accordance with SECTION 05 12 00 STRUCTURAL STEEL and SECTION 31 41 16 METAL SHEET PILING, including clearing the driveline, placing, driving, splicing, cutting holes, connections, fabricated pile sections, steel channel caps, and removing and disposing of templates, cut-offs, and damaged pilings. Payment constitutes full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work.

The cost of splices made to reach the design tip elevations shown on the drawings shall be incidental to the cost of the square foot area of the pile extension. If by the direction of the COR it is necessary to drive the pile to a depth greater than shown on the drawings and extend the piling up to the required top elevation, an additional sum will be paid for each square foot of piling extension at the contract unit price for sheetpile groyne installation. Furnishing and installing all materials required for each pile splice shall be incidental to the cost of the square foot area of the pile extension.

1.2.1.2 Measurement

Steel Sheet Pile shall be measured for payment by the area of 2-dimensional projected wall area for each size pile used. Projected wall area shall be computed by multiplying the horizontal length of wall measured along the centerline of wall times the length of piles measured from the tip elevation to the cut-off elevation. For installed pilings directed to be cut off before reaching the penetration depth shown on drawings the portion cut off will be measured for payment as the difference between the total length of piling shown on the plans for that location and the length of piling installed below the point of cut-off. This will equal the square footage of sheet pile. Pilings not driven to the penetration depths shown on the drawings which are directed by the Contracting Officer Representative to be cutoff, except for those cutoffs necessitated by excessive battering, will be paid by each square foot of sheet pile for the portion cut off. Measurement for payment for cut-off portion of piles in square footage of sheet pile will be as stipulated herein and payment for cut-off pile made at the rate of 50 percent of the applicable contract unit

SECTION 01 22 00 Page 6 price.

1.2.1.3 Unit of Measurement

Unit of measure: Square Foot (SF)

1.2.2 GROYNES WITH STONE BREAKWATERS (BID ITEM 0002AD, 0003AA, 0003AB,

0003AC, AND 0003AD)

1.2.2.1 Payment

Payment will be made at the contract unit price for the placement of groynes with stone and stone breakwaters as specified on the plans and in accordance with SECTION 35 31 19.45 STONE MATERIALS AND PLACEMENT including excavating, loading, hauling, placing, and grading of this material.

Payment constitutes full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.2.2 Measurement

Stone…