Performance_Specifications.pdf

FY16 MD Manitowoc FY16MDMANITOWOC

READY TO ADVERTISE

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 REAL ESTATE

01 11 00 SUMMARY OF WORK

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00 CONTRACTOR FURNISHED PLACEMENT FACILITIES

01 33 00 SUBMITTAL PROCEDURES

01 35 13.10 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 20 ENVIRONMENTAL PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

TRACKING PROFILE

35 20 23 DREDGING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 10 10

REAL ESTATE

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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

Additional Property Agreements; G-REO.

Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Certified Survey Results

Furnish a copy of certified results of surveys which verify areas and limits of Contractor-acquired real estate rights.

1.2 REAL ESTATE REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the placement areas have been obtained and the general limits of the areas are shown on the Request For Proposal drawings. All real estate lakeward of the Ordinary High Water Mark is under Federal jurisdiction and no agreements are necessary for work therein except as specified in SECTION 01 35 13 10, "SPECIAL PROJECT PROCEDURES", Paragraph, "Additional Work Proposed and Not Authorized". No other real estate rights have been obtained by the Government for this project.

1.2.2 Additional Real Estate Rights

Any additional property agreements and/or real estate rights desired by the Contractor shall be obtained by the Contractor at its own expense. Such agreements shall clearly relieve the Government of any responsibility for damages or liability resulting from the Contractor's use of such grounds.

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is an approved existing property marker. Temporary markers shall be placed at points on alignment. The

SECTION 01 10 10 Page 1 points on alignment shall be marked at stations so that intervals between points do not exceed 200 feet.

1.3.2 Survey Markers

All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area.

Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

1.3.2.1 Semipermanent Markers

The markers shall be a steel rod one-half inch in diameter and four (4) feet long. The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

1.3.2.2 Temporary Markers

Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 10 10 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

Mobilize dredge to Manitowoc Harbor, WI first, and dredge the areas shown on the drawings. Place the dredged materials in the Manitowoc Confined Disposal Facility (CDF) as shown on the drawings. Optional work includes additional dredging in Manitowoc Harbor, WI as shown on the drawings. Demobilize when work is complete.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job 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 job or unit price payment item, shall be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

a. Item Number 0001 "Mobilization and Demobilization"

(1) Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

(2) 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 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.

a. Item Numbers 0002, 0003, 0004, and 0005 "Dredging"

(1) This item shall include all work as specified in SECTION 35 20 23 DREDGING and the contract drawings. The Contract unit price per cubic yard of dredging shall include the cost of removal, conveyance and disposal of all materials as shown on the drawings and as specified herein, except original materials, ledge rock, boulders, cobbles, rock fragments, wrecks, scrap materials, snags, stumps, piles, debris or other material which cannot be removed or buried below the required depth by the plant specified in the accepted bid, or the equivalent of such plant, without blasting or special apparatus. The unit price shall also include the cost of all work required to be performed for the use of the disposal area. Nothing in this paragraph shall be construed as prohibiting the removal of excepted material by special means at the prices agreed and approved in accordance with applicable provisions of the contract.

SECTION 01 22 00.00 10 Page 1

(2) This item shall also include all work as specified in SECTION

35 20 23.13 "NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW

-TRACKING PROFILE". The contract unit price per cubic yard for "Dredging," shall constitute full compensation for all labor, equipment, tools, and incidentials necessary to operate and maintain the system as specified herein for the duration of the dredging operations.

(3) Unit of measure: Cubic Yard.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.00 10 Page 2

SECTION 01 30 00

CONTRACTOR FURNISHED PLACEMENT FACILITIES

PART 1 GENERAL

1.1 AFTER AWARD

1.1.1 Definition

The term "facility" used in this Section refers to all Contractor-furnished features that are proposed by the Contractor in conjunction with execution and performance of dredging and that are not specifically identified in the solicitation document. The facility includes, but not limited to, dredged material placement area(s), dredged material transfer site(s) and/or off-loading site(s), and/or haul roads.

1.1.2 Data

Submit all information and data specified in this Section.

1.1.3 Combination of Contractor/Government-Furnished Placement Areas

If a Contractor-furnished placement area is approved in combination with the Government-furnished placement area, the Contractor shall place dredged material into the Contractor-furnished placement area in the quantity approved by the government.

1.1.4 Expenses

All expenses incurred in complying with requirements for use of a proposed Contractor-furnished placement facility shall be borne by the Contractor, and all operations in connection therewith shall be at the Contractor's risk.

1.1.5 Required Data Needed if No Corps of Engineers Permit(s) Available

A Contractor proposing use of a contractor-furnished placement facility that does not have a Corps of Engineers regulatory permit which covers the dredged material outlined in the contract and proposed placement facility shall furnish the data identified below for each proposed facility. The Cors of Engineers will conduct Section 106 of the National Historic Preservation Act coordination with the appropriate State Historic Preservation Office. No ground impacting work will take place at a contractor furnished disposal site until the contractor is notified by Corps of Engineers that the Section 106 process has been completed and work can proceed.

(1) Name and address of Property Owner(s).

(2) Location, site map, and legal description (or appropriate substitute) of area(s) and haul route(s).

(3) Previous Land Use Information for the last ten year period.

(4) A Topographic Map of the Area outlining the property boundary and specific placement location. The topography may be depicted on a USGS

SECTION 01 30 00 Page 1

Quadrangle sheets (or specific enlargement from the sheet) if the land elevations remain essentially the same as depicted on the sheet. The name, date and latest photograph update to the Quad sheet must be provided if a USGS Quad sheet is used. If areas within the proposed placement location have been filled since the date of the Quad sheet, then new topographic survey is required including surveyor information and preparation date. Cross sections required in item (8) should be depicted on the topographic map.

(5) Photographs showing the area proposed for use.

(6) All data required to assess potential environmental impacts. This information is required in order to determine the necessity for environmental documentation for the proposed use of the site.

Applicable data would include, but not be limited to, a Phase I Environmental Site Assessment of the proposed placement facility prepared in accordance with ASTM E1527 - Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process.

(7) Capacity of placement area.

(8) Cross section(s) of the proposed fill area depicting existing grade, average depth of fill and final grades over placement area.

(9) Obtain a fully executed Contractor-Furnished Placement Facility Permit. Use the sample permit form attached at the end of this Section.

(10) Documentation of coordination of the use of the proposed placement facility with Federal, State and local agencies having an interest and furnish written approval of these agencies for use of such facilities(s). Applicable agencies are:

Michigan:

(a) Mr. Chris Antieau, Corps Project Coordinator Chief, Michigan Department of Environmental Quality, Great Lakes Shorelands Unit, Water Resources Division, P.O. Box 30473, Lansing, Michigan 48909-7973. As a minimum, a determination that the proposed fill area does not contain regulated wetlands and that the site is not within a regulated floodplain.

(b) Mr. Scott Hicks, Field Supervisor, U.S. Fish and Wildlife Service, Ecological Services, 2651 Coolidge Road, Suite 101, East Lansing, Michigan 48823. As a minimum, a determination that the site does not impact Federally listed Threatened or Endangered or Candidate species.

(c) Mr. Kenneth Westlake, US Environmental Protection Agency, Region V, Environmental Planning and Evaluation, 77 West Jackson Boulevard, Chicago, IL 60604-3590.

(d) Regulatory Branch, Engineering and Technical Services Division, U.S. Army Engineer District, Detroit, P.O. Box 1027, Detroit MI, 48231.

Minnesota:

SECTION 01 30 00 Page 2

(a) Mr. Dan Breneman, Dan Breneman, Lake Superior Unit, Minnesota Pollution Control Agency,525 Lake Ave. South, Suite 400, Duluth, MN 55802. As a minimum, a determination that the proposed fill area does not contain regulated wetlands and that the site is not within a regulated floodplain.

(b) U.S. Fish and Wildlife Service, Ecological Services, 4101 American Blvd E, Bloomington, MN 55425-1665. As a minimum, a determination that the site does not impact Federally listed Threatened or Endangered or Candidate species.

(c) Mr. Kenneth Westlake, US Environmental Protection Agency, Region V, Environmental Planning and Evaluation, 77 West Jackson Boulevard, Chicago, IL 60604-3590.

(d) Regulatory Functions Branch, Construction-Operations Division, U.S. Army Corps of Engineers, St Paul, 190 Fifth Street East, St Paul MN, 55101.

Wisconsin:

(a) Jim Killian, Wisconsin Department of Natural Resources, PO Box 7921, Madison, WI 53707-7921. As a minimum, a determination that the proposed fill area does not contain regulated wetlands and that the site is not within a regulated floodplain.

(b) U.S. Fish and Wildlife Service, Ecological Services, 2661 Scott Tower Drive, New Franken, WI 54229-9565. As a minimum, a determination that the site does not impact Federally listed Threatened or Endangered or Candidate species.

(c) Mr. Kenneth Westlake, US Environmental Protection Agency, Region V, Environmental Planning and Evaluation, 77 West Jackson Boulevard, Chicago, IL 60604-3590.

(d) Regulatory Functions Branch, Construction-Operations Division, U.S. Army Corps of Engineers, St Paul, 190 Fifth Street East, St Paul MN, 55101.

All States:

(a) Local Permit, if any, including evidence of a Soil Erosion and Sediment Control (SESC) Permit from the appropriate local SESC agency or determination that no SESC permit is required.

1.1.6 Required Data Needed if a Corps of Engineers Permit(s) is Available

A Contractor proposing use of a contractor-furnished placement facility that does have a Corps of Engineers regulatory permit which covers the dredged material outlined in the contract and the proposed placement facility shall furnish the following data for each proposed facility:

(1) The Corps of Engineers Permit(s)

(2) Any applicable State and Local permit(s)

(3) Obtain a fully executed Contractor-Furnished Placement Facility Permit. Use the sample permit form attached at the end of this Section.

SECTION 01 30 00 Page 3

1.1.7 Required Data Submittal, Review and Approval

1.1.7.1 Required Data Submittal if No Corps of Engineers Regulatory Permit(s) Available

The contractor's initial proposal for use of a contractor-furnished placement facility shall be accompanied by all the required data specified under paragraphs 1.1.5. The contractor shall submit the required documents to the Contracting Officer for approval at least 90 calendar days in advance of the proposed placement facility usage to allow for government review, coordination and approval.

1.1.7.2 Required Data Submittal if a Corps of Engineers Regulatory Permit(s) is Available

The contractor's initial proposal for use of a contractor-furnished placement facility shall be accompanied by all the required data specified under paragraphs 1.1.6. The contractor shall submit the required documents to the Contracting Officer for approval at least 30 calendar days in advance of the proposed placement facility usage to allow for government review, coordination and approval.

1.1.7.3 Contracting Officer's Approval

The Contracting Officer's approval of the contractor-furnished placement facility shall be issued by contract modification pursuit to the "Changes" clause. The Contracting Officer's approval modification of the contractor-furnished placement facility shall not adjust the contract price and shall not adjust the contract performance period. The Contracting Officer's disapproval of a contractor-furnished placement facility shall not be subject to the "Disputes" clause and shall not result in a time extension for delays to the contractor.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 4

SAMPLE

CONTRACTOR FURNISHED PLACEMENT

FACILITY PERMIT

In the consideration of the sum of ____________ dollars and other valuable consideration, the receipt and sufficiency of which are hereby acknowledged the undersigned owner of the premises described, does hereby grant to (insert contractor’s name) permission to (transfer) (dispose of )(convey across) dredge material resulting from operations under contract number ________________ awarded by the U.S.Army Corps of Engineers Detroit District upon the following described property in the County of ______________, State of ____________.

(INSERT LEGAL DESCRIPTION OF PROPERTY)

The undersigned owner shall hold and save the Government free from all damages arising from the design, placement, construction, operations and/or maintenance of the dredged material at the transfer or placement site(s) or facilities (described above), except for damages due to the fault or negligence of the Government or its contractors. This provision survives the termination of this permit.

Executed (date)

(SIGNITURE OF OWNER)

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Certificates of insurance.

Surety bonds.

List of proposed subcontractors.

List of proposed products.

Construction Progress Schedule.

Submittal register.

Schedule of prices.

Health and safety plan.

Work plan.

Quality control plan.

Environmental protection plan.

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

SECTION 01 33 00 Page 1

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

1.1.2 Approving Authority

Office authorized to approve submittal; such as

Area Office Field (AOF) Real Estate Office (REO) Engineering, Design and Construction Office (EDC)

1.1.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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

Submittal register; G-AOF

1.3 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 10 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

SECTION 01 33 00 Page 2

1.4 TRANSMITTAL FORM (ENG FORM 4025)

The sample transmittal form (ENG Form 4025) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

1.5 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.5.1 Procedures

See section 01 45 02.00 10 for submittal procedures using QCS.

1.5.2 Deviations

For submittals which include proposed deviations requested by the Contractor, the column "variation" of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. The distribution of approved copies will be as specified in CLAUSE titled "SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION".

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.9 STAMPS

Stamps, approximately 2 inches high by 3 inches wide, used by the

SECTION 01 33 00 Page 3

Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following:

SECTION 01 33 00 Page 4

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s). |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 5

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

FY16 MD Manitowoc

01 10 10 SD-01 Preconstruction Submittals

1.2.2 G REOAdditional Property Agreements

Certified Survey Results 01 33 00 SD-01 Preconstruction Submittals

1.1.1 G AOFSubmittal register

01 35 13.10 SD-01 Preconstruction Submittals

1.6.2Payrolls and Basic Records

1.6.3 G AOFProgress Chart

1.4.3 G AOFUtility Location Findings

SD-07 Certificates Survey Technician's Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

GActivity Hazard Analysis (AHA) GCrane Critical Lift Plan GCrane Operators GSite Layout Plan GAccess/Haul Road Plan

Traffic Control Plan GFall Protection and Prevention

Plan SD-06 Test Reports

1.11Notifications and Reports GAccident Reports

Crane Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

01 35 26 SD-07 Certificates 1.13License Certificates

1.11.4 GCertificate of Compliance

01 45 04.00 10 SD-01 Preconstruction Submittals 3.2Quality Control Plan

01 57 20.00 20 SD-01 Preconstruction Submittals Environmental Protection Plan

35 20 23.13 SD-01 Preconstruction Submittals G AOFDredge Plant Instrumentation

Plan G AOFContractor Quality Control Plan

SD-06 Test Reports G AOFData Appropriately Archived e-mail SD-07 Certificates

G AOFLetter of National Dredging Quality Management Program Certification

35 20 23 SD-01 Preconstruction Submittals Sounding Equipment Description and Calibration Data;

G AOFDredging, Conveyance and Placement Plan

G AOFDredging Placement Safety Plan;

G AOFNotice of Start of Dredging;

SD-02 Shop Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

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MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

35 20 23 Soundings SD-06 Test Reports

G AOFDaily Report of Dredging Operations;

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

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MAILED

TO

CONTR/

DATE RCD

FRM APPR

SECTION [01 35 13.10]

SPECIAL PROJECT PROCEDURES

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.

U.S. GOVERNMENT CODE OF FEDERAL REGULATIONS (CFR)

33 CFR 320-330 General Regulatory Policies, Permits, Enforcement and Definitions

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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

Payrolls and Basic Records

Contractor shall submit payrolls and basic records in accordance with the CLAUSE entitled "PAYROLLS AND BASIC RECORDS (FEB 1988)".

Progress Chart; G-AOF

Contractor shall submit progress chart in accordance with the Contract clause entitled "SCHEDULE FOR CONSTRUCTION CONTRACTS (APR 1984)".

Utility Location Findings; G-AOF.

Submit a copy of the utility location findings prior to commencing work on the site.

SD-07 Certificates

Survey Technician's Qualifications

Submit the identity and qualifications of the persons assigned to prepare the survey information at least 10 calendar days in advance of preparing the drawings.

SECTION 01 35 13.10 Page 1

1.3 REGULATORY REQUIREMENTS

1.3.1 Additional Work Proposed and Not Authorized

1.3.1.1 Work Subject to 33 CFR 320-330

Any additional work (not specifically shown on the plans or delineated in the specifications) proposed by the Contractor in or affecting navigable waters, including wetlands (as defined in 33 CFR 320-330, published in the Federal Register Vol.51, No. 219, Thursday, November 13, 1986) shall not be performed without a Department of the Army Permit. This requirement shall be applicable to all work, permanent or temporary, and/or fill(s).

The Department of the Army Permit shall be approved by the District Engineer or Deputy District Engineer in accordance with the laws of the United States and the regulations promulgated thereunder, including, but not limited to, the River and Harbor Act of 1899, the Clean Water Act and the National Environmental Policy Act of 1969, as amended. Corps employees (Contracting Officer's Representatives (COR) or inspectors) are not delegated authority to authorize such work. Information on making application for such permit(s) may be obtained by contacting one of the offices as listed hereinafter. When applying for information or a permit, a copy of any correspondence should be directed to the Contracting Officer of this contract. If a permit is not obtained, the additional work cannot be accomplished. Any delay in processing the permit will not constitute the basis of a claim under this contract. The fact that the Contractor is performing work under a Department of the Army Contract will give the Contractor no greater rights than any other applicant for a Department of the Army Permit.

WISCONSIN-MINNESOTA

Regulatory Functions Branch Construction-Operations Division U.S. Army Engineer District, St. Paul

190 Fifth Street East St. Paul, MN 55101 Telephone: 651-290-5376

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

The drawings indicate soundings and elevations at the dredging and disposal sites as found in condition surveys made as stated on the contract drawings. A notification of at least five (5) calendar days shall be given to the Contracting Officer prior to bringing any construction equipment or material upon the work site. The Contractor shall be responsible for damages that may be suffered due to its operations. The Contractor shall note CLAUSE titled "PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS."

1.4.1.1 Physical Conditions

The physical conditions shown on the drawings are indicative of those that prevailed at the time of the site investigations and may be different than those at the time of construction. Significant variations that would require changes to the plans or specification shall be reported to the Contracting Officer immediately.

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1.4.2 Waterways Navigation and Traffic

The Contractor shall acquaint itself with all information and regulations pertaining to navigation and vessel traffic within the waterways at the project site. The Contractor shall coordinate with the U.S. Coast Guard to assure that a "NOTICE TO MARINERS" is issued prior to its work activity at the project site. The completed form shall be sent to the address stated in the Subparagraph entitled "Temporary Lights, Signals and Buoys Required by U.S. Coast Guard". The Government will not undertake to keep the waterways free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917 (see Title 33, U.S.C.A. Sec. 1). The Contractor is required to conduct its work in such manner as to obstruct navigation as little as possible and, in case the Contractor's plant so obstructs a channel as to make difficult or endanger the passage of vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage.

Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other marks placed by it under the contract in navigable waters or on shore.

1.4.2.1 Navigation

Information and regulations pertaining to navigation may be obtained from the current issue of the "UNITED STATES COAST PILOT 6," issued annually by the Department of Commerce, National Oceanic and Atmospheric Administration (NOAA). The "UNITED STATES COAST PILOT" may be obtained from National Ocean Survey, NOAA, Distribution Division-C44, Riverdale, Maryland 20840.

1.4.2.2 Traffic

Vessels that may use the waterways at the project site consist of recreational craft and commercial vessels. This traffic may interfere with contract operations and the Contractor shall conduct its work with due regard to and in coordination with the requirements of all navigation.

Information regarding the types and amount of passages made by commercial vessels that may use the waterways at the project site may be obtained from the current issue of the "Waterborne Commerce of the United States, Part 3, Waterways and Harbors, Great Lakes," published by the Department of Army, Corps of Engineers. The Department of the Army publication may be obtained at no charge from the following:

District Engineer, U.S. Army Engineer District, New Orleans, Waterborne Commerce Section, P.O. Box 60267, New Orleans, Louisiana 70160. Phone

504-862-1425, FAX 504-862-1091.

1.4.3 Existing Vegetation, Structures, Equipment, Utilities & Improvements

General locations of applicable existing utilities, vegetation, structures, equipment and improvements, based upon latest information available to the Government have been shown on the drawings. However, it is the Contractor's obligation to establish the exact horizontal and vertical location and size of all existing utility lines which are located within the required work area. The Contractor shall submit a utility locating plan for locating existing utilities and a copy of its utility location findings prior to commencing work on the site. Any utility lines which are not found by the Contractor, but which are known to exist at the project site, shall be reported to the Contracting Officer immediately. The Contracting

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Officer will have the option of directing commencement of work at the site or requiring the Contractor to submit further plans for locating the utility lines. Once the utilities have been located and marked, the Contractor shall be deemed to have the location made known to it pursuant to CLAUSE titled "PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS." If the Contractor damages any existing utility line, vegetation, structure, equipment or improvement, a report thereof shall be made immediately to the Contracting Officer. In any event, existing utility lines, vegetation, structures, equipment or improvements shall be protected from damage, and if damaged, shall be repaired by the Contractor at its own expense.

1.4.4 Vehicular Access

Throughout the period of work on this contract, the Contractor shall maintain an all-weather roadway through or around its work area when work therein would otherwise block an existing roadway. Such permanent or temporary roadways shall be kept open for use by emergency vehicles, as well as residential and commercial traffic at all times.

1.4.5 Utility Services

1.4.5.1 Contractor-Furnished Utility Services

The Contractor shall furnish, all water, electric current and other utilities required for its use.

1.4.6 Protection and Maintenance of Traffic

1.4.6.1 Haul Roads

The Contractor shall provide necessary lighting, signs, barricades, and distinctive markings for safe movement of traffic. The method of dust control shall be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads shall be subject to approval by the Contracting Officer. Lighting shall be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations. Any dirt or mud which is tracked onto paved or surfaced roadways shall be promptly cleaned away.

1.4.6.2 Barricades

The Contractor shall erect and maintain temporary barricades to limit public access to hazardous areas. Such barricades shall be required whenever safe and public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Barricades shall be securely placed, clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

1.4.7 Identification of Employees

The Contractor shall be responsible for requiring each employee engaged on the work to wear a hardhat with labeling as required to identify that the person is an employee of the Contractor or to display other identification as may be approved.

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1.4.8 Security Requirements and Clearance of Personnel

1.4.8.1 Security Checks

All personnel employed by the Contractor in the performance of the services specified in this contract or any representative of the Contractor entering the work area shall conform to all security regulations and rules which may be in effect during the contract period and will be subject to such checks as may be deemed necessary to ensure that no violations occur. The Contractor shall furnish a list of all employees who will be on the site and their work hours. The Contractor shall keep this list current.

Employees not on the list may be denied access to the facility. A list of Non-U.S. Citizens will be submitted to the Security Officer, Detroit District, (10) days prior to personnel working at Government Facility.

1.4.8.2 Loitering

Contractor personnel shall not loiter in or around the place of duty during off-duty hours. Upon completion of assigned duty, employees shall depart the grounds.

1.4.9 Contract Supervision and Representation

The Contractor's local representative shall be available to Government representatives during duty hours, 8 a.m. to 4:30 p.m., on normal working days and shall be available by telephone at other times. The name of the Contractor's representative and the contact telephone number shall be furnished to the Government.

1.4.10 Coordination with Others

Reference is made to CLAUSE titled, "OTHER CONTRACTS". The Contractor is informed that the Government may have other Contractors engaged in placing dredged material into approximately the same Government-furnished disposal area provided for use under this contract. Sharing use of the Government's mooring facilities with others may also be necessary. The Contractor shall coordinate its operations with the work of others and share use of the facilities at no additional cost to the Government. The coordination shall be such that the required work under each affected contract is not prevented from being completed within its allowed completion time as a result of failure to cooperate and coordinate operations. Coordination with others shall be through the Contracting Officer's Representative at the site.

1.4.11 Traffic Control Plan

The Contractor shall control traffic in accordance with its approved plan.

1.4.12 Temporary Lights, Signals and Buoys Required by Coast Guard

All temporary lights, signals and buoys required by the U.S. Coast Guard must be displayed during the required work. Information regarding required signals, lights, buoys and other requirements may be obtained from the Commander (oan), Ninth Coast Guard District, 1240 East Ninth Street, Cleveland, Ohio 44199-2060, Telephone (216) 522-3990.

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1.4.13 Navigation Buoys

1.4.13.1 Relocation of Existing Buoys

If the relocation of existing navigation buoys is required to perform the contract work, the Contractor shall request permission for their relocation from the U.S. Coast Guard through the Contracting Officer. Once relocated, a record shall be maintained of the buoy relocation position(s). The request shall be provided to the Contracting Officer not less than three

(3) weeks prior to need of the buoy relocation. The Contractor shall be responsible for performing the relocation work, which shall be in accordance with U.S. Coast Guard requirements.

1.4.13.2 Temporary Dredging and Construction Buoys

In order to distinguish temporary buoys placed and maintained by the Contractor for dredging or construction purposes from aids to navigation placed by the U.S. Coast Guard, the Contractor's buoys shall be white and the top two (2) feet shall be light green in color. The Contractor shall remove its temporary buoys at the completion of the work.

1.4.13.3 Buoy Markings

If buoys with special markings are needed to indicate the different sides of the navigable channel, prior arrangements shall be made with the U.S.

Coast Guard, through the Contracting Officer.

1.4.14 Layout of Work and Surveys

1.4.14.1 Layout of Work

The following requirements are in addition to the requirements of CLAUSE titled "LAYOUT OF WORK" The Government has established bench marks and horizontal control points at the site of the work. Horizontal control points and descriptions of bench marks are shown on the drawings, or supplied by the Contracting Officer Representative (COR).

1.4.14.2 Surveyor Requirements

From these control points and bench marks, the Contractor shall lay out the work by establishing all lines, grades, range markers and gauges at the site as necessary to control the work. All survey information shall be recorded in accordance with standard and approved methods and in the survey note format approved by the Contracting Officer. All field notes, sketches, recordings and computations made by the Contractor in performing the layout work shall be available at all times during the progress of the work for ready examination by the Contracting Officer or his or her duly authorized representative and upon completion of the contract work the originals shall be turned over to the Contracting Officer in ring binders.

1.4.14.3 Suspension

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking the work. Such suspension will be withdrawn upon satisfactory replacement of location and limit marks. Such suspension shall be at no additional cost to the Government and shall not entitle the Contractor to an extension of time for completing the work.

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1.4.14.4 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 contract specifications and drawings. Such checking by the Contracting Officer or his or her representative shall not relieve the Contractor of its responsibility to perform all work in accordance with the contract drawings and specifications and the lines and grades given therein.

1.5 SEQUENCING AND SCHEDULING

1.5.1 Exclusion of Period in Computing Completion Schedules

No on-site work will be required during the period between 16 November and 15 April inclusive and the days in this period will not be counted when computing the required completion date.

1.5.2 Sunday, Holiday And Night Operations

When the Contractor elects to work when not prohibited herein, notice of its intention to do so shall be given to the Contracting Officer not less than forty-eight (48) hours in advance thereof. Adequate lighting for thorough inspection of night operations shall be provided by the Contractor at its expense.

1.5.3 Work Period Restrictions

No work is allowed at the project sites during the following periods:

(1) 6 p.m. 1 July to 7 a.m. 5 July 2016

The above-stated no-work periods, as applicable, are included in the number of calendar days within which the Contractor is required to complete the work as established in CLAUSE titled "COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK" and therefore the above-stated no-work periods will not entitle the Contractor to additional time for completing the work.

1.5.4 Start Work

Evidence that the Contractor has started mobilization and preparation of submittal register, and other preparatory work will satisfy the requirement that work commence within ten (10) calendar days after receipt of Notice to Proceed. (See Clause titled COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK, FAR 52.211-10.)

1.5.5 Lift Bridges

The project site contains two lift bridges operated by the City of Manitowoc. Location and dates/hours of operation are available at the following website:

http://www.manitowoc.org/index.aspx?NID=359

1.6 REPORT REQUIREMENTS

1.6.1 Accident Prevention Plan

Contractor shall provide an accident prevention plan including an activity

SECTION 01 35 13.10 Page 7 hazard analysis to the Contracting Officer within 15 calendar days after receipt of award. Plan shall be in accordance with Contract Clause entitled "ACCIDENT PREVENTION (NOV 1991) - ALTERNATE 1.

1.6.2 Payrolls and Basic Records

Contractor shall submit payrolls and basic records in accordance with the CLAUSE entitled "PAYROLLS AND BASIC RECORDS (FEB 1988)".

1.6.3 Progress Chart

Contractor shall submit progress chart in accordance with the Contract clause entitled "SCHEDULES FOR CONSTRUCTION CONTRACTS (APR 1984)".

PART 2 PRODUCTS

PART 3 EXECUTION (NOT APPLICABLE)

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GOVERNMENTAL SAFETY REQUIREMENTS

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.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2012) Fall Protection

ASSE/SAFE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASSE/SAFE Z359.1 (2007) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.3 (2012) Tower Cranes

ASME B30.5 (2011) Mobile and Locomotive Cranes

ASME B30.8 (2010) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 51B (2014) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

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)

10 CFR 20 Standards for Protection Against Radiation

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1926 Safety and Health Regulations for Construction

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29 CFR 1926.16 Rules of Construction

29 CFR 1926.500 Fall Protection

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

33 CFR 83 Navigation and Navigable Waters

1.2 DEFINITIONS

a. Mishap. Any unplanned, undesired event that occurs during the course of work being performed. The term "mishap" includes accidents, incidents and near-misses.

b. "USACE" property and equipment specified in USACE EM 385-1-1 should be interpreted as Government property and equipment.

c. Load Handling Equipment (LHE). Load Handling Equipment includes cranes, derricks, hoists, and power-operated equipment that can be used to raise, lower and/or horizontally move a suspended load.

1.3 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G

Activity Hazard Analysis (AHA); G

Crane Critical Lift Plan; G

Proof of qualification for Crane Operators; G

Site Layout Plan; G

Access/Haul Road Plan; G

Traffic Control Plan

Fall Protection and Prevention Plan; G

SD-06 Test Reports

Notifications and Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph, "Notifications and Reports."

Accident Reports; G, SECTION 01 35 26 Page 2

Crane Reports

SD-07 Certificates

License Certificates

Certificate of Compliance; G, See paragraph 1.11.4, "Certificate of Compliance"

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1, and all federal, state, and local laws, ordinances, criteria, rules and regulations.