Specs - Port Washington North Breakwater Repairs.pdf

SOLICITATION NO: W912P624B0001

CHICAGO DISTRICT

LEADERS IN CUSTOMER CARE

PORT WASHINGTON HARBOR

BREAKWATER REPAIR FY23

CITY OF PORT WASHINGTON,

WISCONSIN

CONSTRUCTION SOLICITATION AND

SPECIFICATIONS

Certified Final Documents – Ready to Advertise W912P624B0001 September 11th, 2023

Breakwater Repairs Port Washington Harbor, WI W912P624B0001

PROJECT TABLE OF CONTENTS

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION

00 21 13 INSTRUCTIONS TO BIDDERS

00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 73 00 SUPPLEMENTARY CONDITIONS

WAGE RATES

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 GENERAL PROVISIONS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.03 TEMPORARY ENVIRONMENTAL CONTROLS WISCONSIN

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 35 MARINE AND WATERWAY CONSTRUCTION

35 31 19 STONE MATERIALS PROTECTION FOR STRUCTURES

U -- End of Project Table of Contents --

Port Washington Harbor Breakwater Repair FY23 W912P624B0001

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

GENERAL PROVISIONS

06/15

PART 1 GENERAL

1.1 REFERENCES

1.2 CERTIFICATES OF COMPLIANCE

1.3 RESPONSIBILITY OF THE CONTRACTOR

1.4 SUBMITTALS

1.5 DRUG FREE WORKPLACE

1.6 REAL ESTATE

1.6.1 Real Estate Rights

1.6.2 Additional Real Estate Rights

1.6.3 Additional Real Estate Rights Obtained by the Governmente

1.7 CONSTRUCTION PROGRESS PHOTOGRAPHS

1.7.1 Photographic Documentation

1.7.1.1 Digital Photographic Media

1.7.2 Photography of Specific Work Items

1.7.3 Construction Complete Photographs

1.7.4 Payment and Acceptance

1.8 INSPECTION

1.9 CONDITION OF EXISTING STRUCTURES

1.10 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

1.11 MINIMUM AMOUNT OF INSURANCE REQUIRED

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 PERMITS AND RESPONSIBILITIES

1.14 COORDINATION WITH OTHERS

1.15 SPECIAL SAFETY REQUIREMENTS

1.16 ONE CALL SYSTEMS FOR EXCAVATORS

1.17 ELECTRICAL POWER LINES

1.18 BORROW/DISPOSAL SITES AND QUARRIES

1.19 SIGNAL LIGHTS

1.20 TEMPORARY LIGHTS AND SIGNALS REQUIRED BY THE USCG

1.21 ACCOMMODATIONS FOR INSPECTORS

1.22 PRECONSTRUCTION CONFERENCE

1.23 PROGRESS MEETINGS

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

CONTRACTS

1.25 SECURITY REQUIREMENTS

1.25.1 AT OPSEC 6055 Clause 1 - General Security Requirements and

Guidance

1.25.2 AT OPSEC 6055 Clause 2 - Antiterrorism (AT) Level 1 Training

1.25.3 AT OPSEC 6055 Clause 15 - Contracts Requiring Armed Security

Guards

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 10 00 Page 1

RTA - 09/11/23

-- End of Section Table of Contents --

SECTION 01 10 00 Page 2

SECTION 01 10 00

06/15

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 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 81 COLREGS: Implementing Rules

33 CFR 84 Positioning and Technical Details of Lights and Shapes

33 CFR 89 Inland Navigation Rules: Implementing Rules

1.2 CERTIFICATES OF COMPLIANCE

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

Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company and must 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 must 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 RESPONSIBILITY OF THE CONTRACTOR

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.

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

SECTION 01 10 00 Page 3

Contractor's negligence in connection with designs, drawings and specifications, furnished under this contract.

The rights and remedies of the Government provided for under the contract are in addition to any other rights and remedies provided 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 must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Condition of Existing Structures

Coordination with Others ; G, AOF

Drug Free Workplace

Certificates of Completion of Antiterrorism (AT) Level 1 Training ;

G, GSE

SD-06 Test Reports

Construction Progress Photographs ; G, AOF

SD-11 Closeout Submittals

Construction Complete Photographs ; G, AOF

1.5 DRUG FREE WORKPLACE

Refer to FAR CLAUSE 52.223-6 entitled DRUG FREE WORKPLACE in Section 00 70 0 - Conditions of the Contract. Submit within 45 calendar days of Contractor's receipt of the "Development and Submission of Initial Project Submittals".

1.6 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, obtain such areas at his own expense. 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.

1.6.1 Real Estate Rights

Rights for the use of the work and storage areas and/or other additional real estate that have been obtained are shown on the drawings. Copies of real estate agreements, if any, obtained prior to advertisement are included in the solicitation package. Contractors are required to comply with requirements and conditions for all agreements in the solicitation package, and any others obtained after, as a condition for use of the real estate. No other real estate agreements have been obtained by the Government for this project and contractors are cautioned of the need to

SECTION 01 10 00 Page 4 complete the project without dependence on additional real estate being obtained.

1.6.2 Additional Real Estate Rights

If additional property agreements and/or real estate rights are desired by the Contractor, they may obtain and utilize them at their own expense. All additional real estate agreements shall clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor's use of such grounds. Additional agreements obtained by the Contractor must be coordinated and acknowledged sufficient by Real Estate Office, US Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, Michigan prior to application and execution. This acknowledgment of sufficiency will be dependent upon conformance with Federal Real Estate and Environmental requirements and any other laws and regulations as may be determined applicable by the Government.

1.6.3 Additional Real Estate Rights Obtained by the Governmente

Additional real estate agreements may also be obtained by the Government after the solicitation. If utilized, the Contractor is required to abide by all terms and conditions as set forth in the agreements.

1.7 CONSTRUCTION PROGRESS PHOTOGRAPHS

Provide photographs documenting the work progress during construction.

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

Submit photographs to the Contracting Officer no later than the tenth of each month the photographs are taken.

1.7.1 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 must be done at no additional cost to the Government.

1.7.1.1 Digital Photographic Media

Photographs must be a minimum of four megapixels in JPEG format and submitted on CD-ROM or DVD. Submit two copies of all disks. All disks must be tabled accordingly:

a. Contract Title,

b. Contract Number, and

c. Photography Date.

d. File name shall include date, location, and brief description.

1.7.2 Photography of Specific Work Items

Unique and specialty features of this contract also require progress and

SECTION 01 10 00 Page 5 construction complete photography:

Identify special work features of the contract requiring additional photography.

1.7.3 Construction Complete Photographs

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

Submit photographs in the same quantity, media and labeling as the construction progress photographs.

Submit construction complete photographs within ten business days after final inspection by the Contracting Officer.

1.7.4 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 must deduct from the monthly progress payment an amount representing the estimated cost of the progress photographs.

1.8 INSPECTION

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

1.9 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. Participate in 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.

1.10 PRESERVATION OF HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

If, during construction activities, the Contractor observes items that might have historical or archaeological value, such observations must be reported immediately to the 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. Cease all activities that may result in the destruction of these resources and prevent employees from trespassing on, removing, or otherwise damaging

SECTION 01 10 00 Page 6 such resources.

1.11 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 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 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 $10,000,000 Products/Completed Operations $10,000,000 Each Occurrence $10,000,000 Fire Damage Legal Liability $ 50,000

Comprehensive Automobile Liability (Including Hired Automobile Liability and Non-Owned Automobile Liability) Combined Single Limit $5,000,000

Employers' Liability Each Occurrence $5,000,000 Policy Limit $5,000,000 Each Employee $5,000,000

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

SECTION 01 10 00 Page 7

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

1.12 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

BUSINESS DAYS BASED ON A FIVE DAY WORK WEEK

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

15 14 10 7 7 5 3 4 4 6 8 11

Upon acknowledgement of Notice to Proceed (NTP) and continuing throughout the contract, record on the daily Contractor Quality Control 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 business day.

The number of actual adverse weather delay days must 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 business days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

1.13 PERMITS AND RESPONSIBILITIES

Obtain all permits/licenses required for this project as required under CONTRACT CLAUSES paragraph entitled "PERMITS AND RESPONSIBILITIES".

1.14 COORDINATION WITH OTHERS

Schedule and coordinate operations affecting other Contractors, Government hired labor forces, utilities, and/or property within the work limits.

Schedule 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, furnish the 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

1.15 SPECIAL SAFETY REQUIREMENTS

Comply with all applicable Federal, state and local safety requirements including, but not limited to, those provided in EM 385-1-1 .

1.16 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:

WISCONSIN

DIGGER'S HOTLINE

1-800-242-8511

1.17 ELECTRICAL POWER LINES

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 must be provided where any equipment scheduled for use on the site is capable of contacting such lines. Confirm the location of underground lines, contact the appropriate council listed in paragraph ONE CALL SYSTEMS FOR EXCAVATORS. Aerial power lines must 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, must be maintained. Work must 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.

1.18 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 requirements have been satisfied.

SECTION 01 10 00 Page 9

(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. 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 must 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 9, U.S. Fish and Wildlife Service, Endangered Species Barrington Office (IL)

SECTION 01 10 00 Page 10

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, National Historic Preservation Act of 1966

State Historical Society of Wisconsin (WI)

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

Wisconsin State Statutes

Section 401, Wisconsin Department of Natural Resources Clean Water Act (Permit)

Section 402, Wisconsin Department of Natural Resources Clean Water Act (NPDES Permit)

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 quarry which has not previously undergone an environmental review under NEPA (either Government-recommended or Contractor-chosen), 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

SECTION 01 10 00 Page 11 process requires a minimum time frame of 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 United States 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 must 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.

1.19 SIGNAL LIGHTS

FOR MARI NE PLANTS

Display signal lights and conduct his operations in accordance with the General Regulations of the Department of the Army and of the United States Coast Guard (USCG), 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

SECTION 01 10 00 Page 12 or channel, and the passing by other vessels of floating plant working in navigable channels, as set forth in Commandant USCG 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.

1.20 TEMPORARY LIGHTS AND SIGNALS REQUIRED BY THE USCG

FOR MARI NE PLANTS

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

1.21 ACCOMMODATIONS FOR INSPECTORS

FOR MARI NE PLANTS

Provide the inspectors transportation accommodations to (and from) the breakwater and within the work limits for duration of the contract as deemed necessary by the Contracting Officer. The cost is incidental to the contract; however, failure to provide transportation accommodations will result in the Contracting Officer obtaining transportation accommodations and the cost will be deducted from payments to the Contractor.

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

1.22 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.23 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 COR specifically indicates in writing otherwise, prepare meeting agendas and meeting minutes for each meeting.

SECTION 01 10 00 Page 13

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 business 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 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

SECTION 01 10 00 Page 14

c. Observations

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

12. Status and review of testing

a. Concrete

b. Soil

c. Asphalt

13. Requests for Information (RFIs) / RFC's

a. New

b. Unanswered

14. Requests for Proposals (RFPs)

a. New

b. Unanswered

15. Differing Site Conditions

16. Security issues

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

17. Other

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

Prior to the first progress meeting the Contractor and the Government will agree on a method for conducting the meeting. This method will consist of one of the following alternatives:

a. Government conducts the progress meeting.

b. Contractor conducts the progress meeting.

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

1.24 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, United States Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of United States 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.

U.S. Army Warrior Transion Command Employment Index:

https://wct.army.mil/modules/employers/index.html

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

U.S. Department of Labor Veterans' Employment and Training Services

SECTION 01 10 00 Page 15

(VETS): https://www.dol.gov/vets/

Veterans Opportunity to Work (VOW) Program: https://benefits.va.gov/vow/

Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.25 SECURITY REQUIREMENTS

1.25.1 AT OPSEC 6055 Clause 1 - General Security Requirements and Guidance

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts.

The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations.

Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures.

The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures-this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.25.2 AT OPSEC 6055 Clause 2 - Antiterrorism (AT) Level 1 Training

All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, and controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the contractor shall submit certificates of completion of antiterrorism (at) level 1 training for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within five calendar days after completion of training by all employees and subcontractor

SECTION 01 10 00 Page 16 personnel. AT Level I awareness training is available at the following website (subject to change):

https://jko.jten.mil/ .

1.25.3 AT OPSEC 6055 Clause 15 - Contracts Requiring Armed Security Guards

All contract personnel performing contract security guard duties shall comply with the Individual Reliability Program in accordance with AR 190-56 (The Army Civilian Police and Security Guard Program), as well as applicable installation, facility and area commander installation/facility policies and procedures regarding storing weapons and ammunition in accordance with AR 190-11 (Physical Security of Arms Ammunition, and Explosives).

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 10 00 Page 17

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.1.3 Work Restrictions

1.1.4 Existing Work

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes repairs to the existing Breakwater in order to maintain safe passage for vessels entering and existing the harbor. Repairs will restore the structure to original design function within the existing structure footprint. Work will occur at the North Breakwater. Repair work would consist of the placement of new armor stone and resetting existing armor stone as needed and incidental related work.

1.1.2 Location

The work is located at Port Washington Harbor, Wisconsin with repair location shown, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.1.3 Work Restrictions

No breakwater work is allowed from March 1 - June 15, of any year.

1.1.4 Existing Work

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

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

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

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 11 00 Page 2

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization (Bid Item 0001AA

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Breakwater Stone A-1 and A-2 Fill (Bid Item 0001AB, Bid Item

0001AC)

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION )

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes 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.

Notwithstanding the requirements of any other specification, drawing, or clause in this Contract, the Government will only pay for the actual quantities of the unit price items incorporated into the work, up to the estimated Contract Quantities listed on the BIDDING SCHEDULE. Any quantity placed in excess of the Contract Quantity without first receiving a Contract Modification increasing the estimated quantity of that unit price item shall be at the Contractor's expense. The Contractor is responsible for notifying the Government of the need to increase the contract quantity of a line item at least seven calendar days before the item is needed.

1.1.1 Mobilization and Demobilization (Bid Item 0001AA

1.1.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract DFARS 252.236-7004 PAYMENT

FOR MOBILIZATION AND DEMOBILIZATION.

1.1.1.2 Unit of Measure

Unit of measure: job.

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 SCHEDULE and described below. The unit price and payment made for each item listed constitutes 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.

SECTION 01 20 00 Page 2

1.2.1 Breakwater Stone A-1 and A-2 Fill (Bid Item 0001AB, Bid Item 0001AC)

1.2.1.1 Payment

Payment will be made for costs associated with furnishing and placement of armor stone along the existing breakwater side slope as specified in Section 35 31 19 STONE MATERIALS PROTECTION FOR STRUCTURES. Payment includes performance of the Pre and PostPlacement Survey. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.2.1.2 Measurement

The measurement will be based barge draft measurments (tonnage), as approved by the Contracting Officer. Deductions will be made for stone out of tolerance in accordance with Section 35 31 19 STONE MATERIALS PROTECTION FOR STRUCTURES, and any material wasted, unused, rejected or used for convenience of the Contractor.

1.2.1.3 Unit of Measure

Unit of Measure: Ton (TON, 2,000 Pounds)

PART 2 PRODUCTS (NOT USED)

Not Used

PART 3 EXECUTION )

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Offices as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

Measurement Not Used

-- End of Section --

SECTION 01 20 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01.00 10 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 Operation and Maintenance (O&M) Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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 within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G, AOF

Preliminary Project Schedule ; G, AOF

Initial Project Schedule ; G, AOF

Periodic Schedule Update ; G, AOF

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports.