Solicitation_Package_W912P419B0009_Sandusky.pdf

CERTIFIED FINAL - RTA

W912P4B0009

SANDUSKY, OHIO

SANDUSKY HARBOR

MAINTENANCE DREDGING

PLANS AND SPECIFICATIONS

14 MARCH 2019

FY19 SANDUSKY DREDGE CERTIFIED FINAL - RTA

FY19SANDREDGE W912P419B0009

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 MAINTENANCE DREDGING

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

TRACKING PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1000 03/14/19

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Dredging

1.3.1.1 Payment

1.3.1.2 Quantity Determination

1.3.1.3 Unit of Measure

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1001

SECTION 01 22 00

PRICE AND PAYMENT 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. ARMY CORPS OF ENGINEERS (USACE)

EM 1110-2-1003 (2013) Engineering and Design:

HYDROGRAPHIC SURVEYING

1.2 SINGLE 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, 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.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization.

1.2.1.2 Unit of Measure

Unit of measure: job (JA).

1.3 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 constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3.1 Dredging

1.3.1.1 Payment

(a) Payment will be made for all costs associated with the dredging

SECTION 01 22 00 Page 1002 operations. The Contract Unit Price per Cubic Yard of Dredging includes the cost of removal, conveyance and placement of all materials, including Other Removed Materials, within the areas shown on the drawings, and specified herein.

(b) The contractor is not permitted to leave the project site until the full quantity of estimated material indicated on the Bid form has been dredged from the limits established by the Contracting Officer.

1.3.1.2 Quantity Determination

(a) In-place payment quantities will be measured and computed by the Government using channel limits, or other dredging limits established by the Contracting Officer, and stationing as computed by the Government.

(b) The material to be paid for will be measured by computing the in-place quantity (cubic yards) available within the maximum pay prism (as stated in paragraph "Specific Areas and Periods" of Section 35 20 23 "MAINTENANCE DREDGING", as determined from the "before" soundings, less the quantity remaining within the maximum pay prism as determined from the "after" soundings, less any deductions that may be required for misplaced material, described in paragraph "Misplaced Materials" of Section 35 20 23

"MAINTENANCE DREDGING".

(c) The "before" and "after" dredging surveys and associated quantity computations will be performed to reflect the total quantity of sediment dredged.

(d) No payment will be made for material dredged in excess of the total quantity in each dredging area and contract line item, as specified in the contract and/or as established by the Contracting Officer pursuant to Section 35 20 23, "MAINTENANCE DREDGING" paragraph entitled "Specific Areas and Periods" and "FINAL EXAMINATION AND ACCEPTANCE."

(e) Surveys:

1. Before and After dredge surveys will be performed by the Government for purposes of acceptance and determination of quantities dredged. The Government will conduct surveys in accordance with EM 1110-2-1003, "Engineering and Design:

HYDROGRAPHIC SURVEYING", using one of the following methods: (1) multibeam, (2) single beam, or (3) lead line, whichever is deemed appropriate by the Government for the harbor/channel being dredged.

2. The surveying method utilized will be determined solely by the Government and is entirely at it's discretion. Upon request, the Contractor will be advised of the surveying method to be used prior to the commencement of dredging.

3. The "after" sounding survey will be made within 14 calendar days after each acceptance section has been completed.

(f) The method used to calculate quantities will be software from HYPACK, Inc., either the standard HYPACK method or the TIN method as determined prior to taking the "before" soundings.

(g) Acceptance Sections - Length and notifications (as applicable):

1. Unless specifically designated in the Section 01 35 13 "SPECIAL

SECTION 01 22 00 Page 1003

PROJECT PROCEDURES", paragraph "Acceptance Section Lengths", acceptance section lengths for hydraulic dredges with a cutterhead and mechanical dredges will be a minimum of 2,500 feet. Acceptance lengths for hopper dredges will be a minimum of 5,000 feet.

2. Acceptance section lengths will be determined by the Contracting Officer prior to the commencement of dredging.

3. Examination for acceptance will not be performed until all dredging required under this contract, within 500 feet of the acceptance section, has been completed, or to a point where, in the judgment of the Contracting Officer, further dredging in the contract area will not cause shoaling or damage to the acceptance section.

4. Notify the Contracting Officer 7 business days prior to completion of each specified acceptance section to allow adequate time for the scheduling of a survey crew to perform examination soundings. Written notification may be required at the discretion of the Contracting Officer. If completion of the acceptance section is not proceeding as anticipated, notify the Contracting Officer at least 2 business days prior to the anticipated completion date so that the Government survey crew is not dispatched to perform the examination soundings and so that a revised date can be established. Costs incurred by the Government resulting from failure of the Contractor to appropriately notify the Contracting Officer will be borne by the Contractor, similar to the "before" dredging survey provisions described in Section 35 20 23, "MAINTENANCE DREDGING", paragraph "Quantity Survey Scheduling."

(h). It is the responsibility of the Contractor to compute and verify dredge limits and quantities before the commencement of dredging. The Contractor will be furnished drawings depicting both the "before" and "after" dredging soundings along with computer printouts of the soundings, if done by an electronic measuring system, or copies of the original field notes if done by conventional methods.

(i) Nothing in this paragraph will 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.

1.3.1.3 Unit of Measure

Unit of measure: cubic yard (CY).

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 22 00 Page 1004

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUMMARY

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTALS

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Identifying Submittals

1.5.3 Electronic File Format

1.6 INFORMATION ONLY SUBMITTALS

1.7 VARIATIONS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting That Variations Are Compatible

1.7.4 Review Schedule Is Modified

1.8 SUBMITTAL REGISTER AND DATABASE

1.8.1 Use of Submittal Register

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Action Codes

1.8.4.1 Government Review Action Codes

1.8.5 Copies Delivered to the Government

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.11 DISAPPROVED OR REJECTED SUBMITTALS

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 WITHHOLDING OF PAYMENT

1.14 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

3.1.1 Submission Of Contract Documentation

3.2 Deviations

3.3 RESERVATION OF RIGHTS

ATTACHMENTS:

Submittal Register

SECTION 01 33 00 Page 1005

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1006

SECTION 01 33 00

SUBMITTAL 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. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-10 Contractor Submittal Procedures

1.2 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited

to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications;

warranties; and other such required submittals.

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) issuance of contract notice to proceed or commencing work on site or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

SECTION 01 33 00 Page 1007

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

Contractor Accident Prevention Checklist

Contractor Activity Hazard Analysis

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. (Only testing within three years of date of contract award for the project is acceptable.)

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.

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 and 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

SECTION 01 33 00 Page 1008 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.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

1.3.2 Approving Authority

Office or designated person authorized to approve submittal.

1.3.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, AO

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025, found in the Attachments panel of this pdf file) 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.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to

SECTION 01 33 00 Page 1009 prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

1.5.3 Electronic File Format

a. Provide submittals other than material samples in both hard copy (paper) and electronic formats. Compile the electronic submittal file as a single, complete document, to include the Transmittal Form described in Paragraph

1.6.1. Name the electronic submittal file specifically according to its contents (e.g. 01 45 00.00-1.2_Quality Control Plan.pdf).

b. Ensure all electronic files are of sufficient quality so that all information is legible. Adobe.PDF format is the only acceptable format, unless otherwise specified or directed by the Contracting Officer. Whenever possible, generate PDF files from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required.

Index files exceeding 30 pages and bookmarked to allow efficient navigation of the file. When required, include a valid electronic signature, or scan of a signature.

c. Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer Provide electronic documents over 10MB on a CD/DVD, or through an electronic file sharing system approved by the Contracting Officer

d. Provide hard copies of submittals as specified in this or other specification sections. Up to 2 additional hard copies of any submittal may be requested from the Contractor at the discretion of the Contracting Officer, at no additional cost to the Government.

1.6 INFORMATION ONLY SUBMITTALS

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

SECTION 01 33 00 Page 1010

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 require the samples.

1.7 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to Government.

1.7.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.7.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. 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.

1.7.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.7.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

SECTION 01 33 00 Page 1011

1.8 SUBMITTAL REGISTER AND DATABASE

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM). The Government will provide the initial submittal register in electronic format.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.8.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

SECTION 01 33 00 Page 1012

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.8.4 Action Codes

Entries for columns (j) and (o), are to be used are as follows (others may be prescribed by Transmittal Form):

1.8.4.1 Government Review Action Codes

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, resubmission required"; "Resubmit"

"D" - "Returned by correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"K" - "Government concurs with Interim Design"; "Completed"

"R" - "Acceptable for Release for Construction"; "Completed"

"X" - "Receipt acknowledged, does not comply"; "Resubmit"

1.8.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

SECTION 01 33 00 Page 1013

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

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

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents. In accordance with ER 415-1-10, the Government is allowed 30 calendar days, unless stated differently, for review of each submittal package prior to the required approval date. If the submittal is a revision, then 10 calendar days will be allotted for follow-up review.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. Two copies of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice is required to be given to the Contracting Officer.

Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method

SECTION 01 33 00 Page 1014 of construction, materials, detailing and other information are satisfactory.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for all work.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.14 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

SECTION 01 33 00 Page 1015

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

For design-build construction, both the Contractor Quality Control System Manager and the Designer of Record are to stamp and sign to certify that the submittal meets contract requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

Make submittals as indicated in section 01 35 13, "SPECIAL PROJECT PROCEDURES", paragraph 3.1.

3.1.1 Submission Of Contract Documentation

Provide contract documentation in an electronic format to the greatest extent practicable. Contract documentation to be submitted electronically includes, but is not limited to, the following:

Submittals, including ENG 4025 transmittal form

Meeting Minutes

Construction Photographs

Correspondence

Requests for Information

Payroll Documents

Statement and Acknowledgement Forms (SF 1413)

SECTION 01 33 00 Page 1016

Request for Additional Classification (SF 1444)

Progress Payment Requests and Supporting Documentation

Contract Modification Documentation, including SF 30, Contractor's Offer, Cost/Pricing Audit Report, and Certificate of Current Cost or Pricing Data

Contractor Quality Control Reports (with attachments)

Accident Reports

Schedules and Schedule Updates

Closeout Documentation, including Release of Claims

The Government reserves the right to request hard copy submission of any item, if deemed necessary. Be prepared to provide up to eight (8) additional paper hard copies of any contract document at the discretion of the COR, at no additional cost to the Government. In addition to the electronic file format described above, provide the following list of documents in their original format:

Advance Payment Bond

Bid Bond including Annual Bid Bond

Performance Bond including Annual Performance Bond

Payment Bond

Patent Infringement Bond

Any performance security instruments

Certificate of Insurance

Novation/Change of Name Agreement

Assignment of Claims

Any document containing a raised seal. Examples include

Notarized documents

Architecture Drawings

Paper Payroll Documents

Physical signatures on contracts and modifications

SF 1442

SF 30

3.2 Deviations

For submittals which include proposed deviations requested by the Contractor, check the column "variation" of ENG Form 4025. Set forth in

SECTION 01 33 00 Page 1017 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.

3.3 RESERVATION OF RIGHTS

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.

-- End of Section --

SECTION 01 33 00 Page 1018

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

FY19 SANDUSKY DREDGE

01 33 00 SD-01 Preconstruction Submittals

1.8 G AOSubmittal Register

01 35 13 SD-01 Preconstruction Submittals 1.2.2Candidates 1.2.3Schedule of Work 1.3.11Real Estate

SD-06 Test Reports 1.2.4Contract Accruals

SD-07 Certificates 1.3.9Notifications 1.3.3Notice to Mariners

01 35 26 SD-01 Preconstruction Submittals

1.7 G SOAccident Prevention Plan (APP)

1.8 G SOAccident Prevention Plan

Appendix-A Checklist SD-06 Test Reports

1.4Monthly Exposure Reports 1.13Notifications and Reports

1.13.2 G SOAccident Reports

1.13.3LHE Inspection Reports

SD-07 Certificates 1.6.1.4Crane Operators/Riggers

1.7.2.2 G SOStandard Lift Plan

1.7.2.3 G SOCritical Lift Plan

1.7.2.4 G SONaval Architecture Analysis

1.9Activity Hazard Analysis (AHA)

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

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

01 35 26 1.10.1Confined Space Entry Permit 1.10.1Hot Work Permit 1.13.4Certificate of Compliance

01 45 00 SD-01 Preconstruction Submittals

3.2 G AOContractor Quality Control (CQC)

Plan

3.2 G AOContractor Quality Control Plan

Checklist 01 57 19 SD-01 Preconstruction Submittals

1.5.1 G AORegulatory Notifications

1.6 G AOEnvironmental Protection Plan

SD-11 Closeout Submittals 3.4.1Waste Determination

Documentation 35 20 23 SD-01 Preconstruction Submittals

3.3.2.1 G AOConveyance Method

SD-11 Closeout Submittals

3.8Quality Control Survey 3.3.2.2Material Placement Records

35 20 23.13 SD-01 Preconstruction Submittals

1.5 G SAMDredge Plant Instrumentation

Plan SD-06 Test Reports

3.2.5 G AO'Data Appropriately Archived'

email

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

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35 20 23.13 1.4 G AOLetter of National Dredging Quality Management Program Certification

SUBMITTAL REGISTER

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PERFORMANCE PERIOD AND RESTRICTIONS

1.2.1 Environmental Window

1.2.2 Candidates

1.2.3 Schedule of Work

1.2.4 Contract Accruals

1.3 PROJECT/SITE CONDITIONS

1.3.1 Condition and Use of Project Site

1.3.2 Physical Conditions

1.3.3 Waterways Navigation, Traffic and Notice to Mariners

1.3.4 Navigation

1.3.5 Existing Vegetation, Structures, Equipment, Utilities &

Improvements

1.3.6 Condition of Channels

1.3.7 Temporary Lights, Signals and Buoys Required by the Coast Guard

1.3.8 Dredging Vertical Datum and Benchmarks

1.3.9 Notifications

1.3.10 Environmental Restrictions

1.3.11 Real Estate

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 SUBMITTAL PROCEDURES

3.1.1 Procedures

3.1.2 Deviations

-- End of Section Table of Contents --

SECTION 01 35 13 Page 1019

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

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

SD-01, Preconstruction Submittals

Candidates

Schedule of Work

Real Estate

SD-06, Test Reports

Contract Accruals

SD-07, Certificates

Notifications

Notice to Mariners

1.2 PERFORMANCE PERIOD AND RESTRICTIONS

a. Commence work under this contract within 10 calendar days after the date of receipt by the Contractor of the Notice to Proceed, prosecute the work diligently, and complete the entire work ready for use, ready for use, in accordance with the table below, from the date of receipt by the Contractor of the Notice to Proceed provided. Should the total quantity of material to be paid for and actually removed under this contract exceed the limit established, additional time will be allowed at the rate of 1 calendar day for each 4,500 cubic yards in excess of the established limit. The time between work commencement and the actual beginning of sediment removal (as shown in the table below) has been allocated for submittal review and approval. The time stated for completion includes final clean-up of the premises. Additionally, the time period between the date of the Notice to Proceed and the opening date of the Environmental Window is reserved for administrative work (submittals, mobilization, etc.). Commence dredging on or after the opening date of the Environmental Window. Time extensions will be granted based on the quantity of material and the dredging rate indicated above, if any portion of the Option items are executed.

Comply with the milestone schedule below.

Milestone Maximum Calendar Days After Receipt of Notice to Proceed

SECTION 01 35 13 Page 1020

Commence Work (Submittals, Administration, etc.) 10

Commence Actual Dredging Operations 88

Complete Base Bid Work 148

b. The Notice to Proceed will be issued on or about 06/25/2019.

1.2.1 Environmental Window

Sandusky Harbor has dredging limitations based upon Environmental conditions. Dredging is permitted only between 1 July and 15 March.

1.2.2 Candidates

Pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. Ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. Provide an initial list of verified/eligible Candidates to the Contracting Officer no later than 10 calendar days after the initial contract award.

1.2.3 Schedule of Work

Submit a complete schedule of work covering the period of time from the Notice of Award through the specified duration of the contract, including all private and Government work, and the plant intended for each project, to the Contracting Officer within 10 calendar days of receipt of the Notice of Award.

1.2.4 Contract Accruals

Submit a monthly listing of accruals. Accruals are used to provide projections of the incremental costs not yet paid for, but earned. Submit the accrual submittal 1 week before the end of each month throughout the contract duration. Provide accrual information for each line item of the Bidding Schedule.

1.3 PROJECT/SITE CONDITIONS

1.3.1 Condition and Use of Project Site

The drawings indicate elevations and the reference drawings indicate the latest sounding information at the dredging site. Notify the Contracting Officer at least 5 calendar days prior to bringing any dredging/construction equipment or material to the work site. Accept responsibility for damages that may be suffered due to Contractor operations.

1.3.2 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 dredging. Report significant variations that would require changes to the plans and/or specifications to the Contracting

SECTION 01 35 13 Page 1021

Officer immediately.

1.3.3 Waterways Navigation, Traffic and Notice to Mariners

There is a heavy amount of traffic in Sandusky Harbor consisting of fishing boats, recreational boats, tugs, barges, and all classes of lake vessels varying in length to a maximum of 620 feet. Mooring of dredging equipment in the turning basin is not permitted. Become acquainted with all information and regulations pertaining to navigation & vessel traffic within the waterways and coordinate with the U.S. Coast Guard Offices indicated in paragraph entitled "Notifications" of the Section, to assure that a "NOTICE TO MARINERS" is issued prior to activity at the project site. A copy of the requisite notice form is an attachment to this solicitation. Submit completed form to the address (shown on the form) no less than 2 weeks prior to the start of work activity at the project site.

Submit, to the Government, a copy of the completed "NOTICE TO MARINERS" form prior to the commencement of work. 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). Conduct work in such a manner as to obstruct navigation as little as possible and, in case, the Contractor's plant so obstructs a channel as to make it difficult or endanger the passage of vessels, promptly move said plant on the approach of any vessel to such an extent as may be necessary to afford practicable passage. Upon completion of the work, promptly remove plant, including ranges, buoys, piles, and other marks placed under the contract in navigable waters or on shore.

1.3.4 Navigation

The site of dredging is considered partially sheltered and subject to wave action. The site of the placement area is also subject to wave action from lake storms. Information and regulations pertaining to navigation may be obtained from the current issue of the "United States Coast Pilot 6", issued annually by the U.S. Department of Commerce, National Oceanic and Atmospheric Administration (NOAA). The "United States Coast Pilot 6" may be obtained from National Ocean Survey, NOAA, Distribution Division-C44, Riverside, Maryland 20840. It may also be obtained via the Internet at https://www.charts.noaa.gov/InteractiveCatalog/nrnc.shtml#mapTabs-1.

1.3.5 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 responsibility of the Contractor to establish the exact horizontal and vertical location and size of all existing utility lines which are located within the required work area. Confer with the owners of the crossings regarding their exact locations and elevations and will be held responsible for any damages done to them by the dredging operations. Report any utility lines that are not found by the Contractor, but are known to exist at the project site, to the Contracting Officer immediately. If the Contractor damages any existing utility line, vegetation, structure, equipment or improvement, submit a report regarding the damages immediately to the Contracting Officer. In any event, protect existing utility lines, vegetation, structures, equipment or improvements from damage, and if damaged, repair at no cost to the Government.

SECTION 01 35 13 Page 1022

1.3.6 Condition of Channels

The Channels are partially dredged, every one to three years, depending upon sediment accumulation. Drawings showing the depths for the most recent survey are available on the web at http://www.lrb.usace.army.mil/Library/MapsandCharts.aspx. For surveys older than those shown on the website, contact the Survey Section at (716) 879-4429. Previous surveys are to be considered for information only, and should not be considered representative of current conditions.

1.3.7 Temporary Lights, Signals and Buoys Required by the Coast Guard

Display all temporary lights, signals and buoys required by the U.S. Coast Guard, during the project work. Information regarding required signals, lights, buoys and other requirements may be obtained from the Commander OAN), U.S. Coast Guard, Shore Maintenance Detachment, ATTENTION: Aids to Navigation Branch, 1240 East Ninth Street, Cleveland, Ohio 44199-2060, Telephone (216) 522-3990.

1.3.8 Dredging Vertical Datum and Benchmarks

The plane of reference of low water datum as used in these specifications is that determined by the following bench marks:

a. C 318 (PID MC0965), 1.1 Kilometers (KM) west of Sandusky. 1.1 KM (0.7 mile)west along U.S. Highway 6 from the junction of State Highway 101 and 412 on the west side of Sandusky, 0.08 KM (0.05 mile) west of the junction of Geirge Street, set in the lawn of the north side of the Third National Bank, 8.85 meters (29.0 feet) south of the centerline of the Highway, 20.1 meters (66.0 feet) north-northwest of the northeast corner of the Bank, 5.8 meters (19.0 feet) northeast of a metal flagpole, 8.1 meters (26.6 feet) east of the northeast corner of the concrete foundation of a Bank sign, 2.0 meters (6.6 feet) west of a power pole supporting a street lamp. The mark is 0.5 meters below the Highway. Elevation: 591.13 ft.

b. 906 3076 WINE (PID MC0962), In Sandusky, at the junction of Water and Handcock Streets, on the top of most easterly entrance on the north side of the Engles and Krudwig Wine Company (also known as Phatz Phun House), 29.6 meters (97.5 feet) southwest of the southwest curb of Handcock Street, 4.55 meters (14.9 feet) southeast of the southeast curb of Water Street, 1.1 meters (3.6 feet) southwest of the north corner of the building. NOTE: The chiseled square is formed by two cut lines and the corner of the stone doorway. The station is 0.2 meters (0.7 feet) above the height of the sidewalk. Elevation: 582.49 ft.

c. 906 3076 EXPRESS (PID MC0961), In Sandusky, at the junction of Wayne and Water Streets, set atop the stone foundation of the east corner of the Steinmann and Associates Inc. Insurance Company Building,

4.35 meters (14.3 feet)west of the west curb of Wayne Street, 4.5 meters (14.8 feet) north of the north curb of Water Street. NOTE: The mark is the highest point over a faint rudely cut crow's foot. The mark is 0.3 meters above sidewalk. Elevation: 583.86 ft.

The plane of low water datum is 569.2 feet above mean level at Rimouski, Quebec (IGLD-1985) (International Great Lakes Datum 1985).

Upon request, the Government may provide additional control. Verify all control prior to use.

SECTION 01 35 13 Page 1023

1.3.9 Notifications

Within 5 calendar days of completing the notifications required under this contract, submit to the Contracting Officer, written verification of these notifications, including the date, time and the name of the point of contact with whom correspondence occurred. Send verifications to:

U.S. Army Corps of Engineers Buffalo District Ohio Area Office 1035 East 9th Street Cleveland, OH 44114 Tel.: (216) 685-1207 Fax: (216) 522-2470

a. Notify the City of Sandusky before the start of dredging and coordinate all activities with them.

City of Sandusky:

Douglas A. Keller, Superintendent of Water Services Tel: 419-627-5805

Chief Foreman Office: 419-627-5805

Eric Wobser, Sandusky City Manager, Tel: (419)627-5844

Normal business hours are Monday ~ Friday from 7:00 - 4:00.

For emergencies, after business hours, call 419-656-2706.

b. Notify the Civil Engineering Unit, Ninth Coast Guard District, 1240 E. Ninth Street, Room 2179, Cleveland, OH 44199-2060, phone (216) 902-6206, at least 3 weeks prior to commencement of construction, concerning the presence of Coast Guard-owned cables and the necessary action and coordination to prevent cable damage.

c. Consult with the U.S. Coast Guard 9th District Marine Safety Office and the most recent Federal Register for more specific information and scheduled marine events. Additionally the Contractor is advised that contact with the indicated agencies regarding marine events is an ongoing requirement. Dredging/transport/placement work should be scheduled accordingly.

d. Notify the Ohio Environmental Protection Agency, both the Section 401 Coordinator (P.O. Box 1049, 1800 Watermark Drive, Columbus, OH 43266-0149, Phone (614) 644-3020), and the Northeast District Office (2110 East Aurora Road, Twinsburg, OH 44087, Phone: (330) 963-2100, at least 3 calendar days prior to commencement of dredging, concerning the initiation of dredging.

e. Notify the U.S. Coast Guard regarding the "Notice to Mariners" requirements of the contract. The preferred method of form submittal is email:

U.S. Coast Guard 9th District Office Tel:(216) 902-6069 D09-DG-District-D9-LocalNoticetoMariners@uscg.mil

SECTION 01 35 13 Page 1024

Fax: (216) 902-6059

f. Contact the U.S. Coast Guard 9th District Office indicated below, and the most recent Federal Register for more specific information and additional marine events which may effect the dredging, transportation and placement operations. Schedule dredging/transport/placement accordingly. Additionally, the Contractor is advised that contact with the indicated agencies regarding marine events is an ongoing requirement.

U.S. Coast Guard Prevention Division Waterways Management Branch 1240 E. 9th Street, #2061 Cleveland, Ohio 44199-2060 Tel: (216) 902-6045

1.3.10 Environmental Restrictions

Adhere to all provisions set forth in the 401 Water Quality Certification documents and maintain a copy of this document on the dredging vessel during the entire duration of dredging operations.

If mussels and/or mussel beds are encountered at any time during dredging activities, cease work immediately and contact the ODNR, Division of Wildlife for further evaluation of the project site.

Additionally, no overflow dredging is permitted during the duration of this contract.