FY20 MD Monroe - Specifications - Certified Final RTA.pdf

FY20 Monroe MD FY20MONROEMD Certified Final Ready to Advertise

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 10 REAL ESTATE

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 CONTRACTOR FURNISHED FACILITIES

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

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

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER

ATTACHMENTS

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 23.13 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

MONITORING PROFILE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 10 10

REAL ESTATE

03/01

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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-RED.

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 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

Rights for the use of the work and storage areas and/or other additional real estate that have been obtained are shown on the drawings. Copies of real estate agreements, if any, obtained prior to advertisement are included in the solicitation package. Contractors are required to comply with requirements and conditions for all agreements in the solicitation package, and any others obtained after, as a condition for use of the real estate. No other real estate agreements have been obtained by the Government for this project and contractors are cautioned of the need to complete the project without dependence on additional real estate being obtained. Property agreements and/or real estate rights provided under this contract (if any) will be attached to Section 01 99 90 "LISTING OF

ENCLOSED DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS"

1.2.2 Additional Real Estate Rights

If additional property agreements and/or real estate rights are desired by the Contractor, they may obtain and utilize them at their own expense. All additional real estate agreements shall clearly relieve the Government of any potential responsibility for damages or liability resulting from the Contractor's use of such grounds.

Additional agreements obtained by the Contractor must be coordinated and acknowledged sufficient by Real Estate Office, US Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, Michigan prior to

SECTION 01 10 10 Page 1 application and execution. This acknowledgment of sufficiency will be dependent upon conformance with Federal Real Estate and Environmental requirements and any other laws and regulations as may be determined applicable by the Government.

1.2.3 Additional Real Estate Rights Obtained by the Government

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

1.3 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 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 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the 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 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, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.3 PRICE SCHEDULE

1.3.1 Mobilization and Demobilization (Item No. 0001)

1.3.1.1 Payment

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

MOBILIZATION AND DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Base Dredging (Item No. 0002) and Optional Dredging (Item No. 0003 & Item No. 0004) to the limits and depths as shown on the plans.

1.3.2.1 Payment

This item shall include all work as specified in SECTION 35 20 23 DREDGING. The Contract unit price per cubic yard of dredging shall include the cost of removal, conveyance and disposal of all materials meeting the description specified in SECTION 35 20 23 "DREDGING" paragraph "Character of Materials" and 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

SECTION 01 22 00.00 10 Page 1 cannot be removed 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. Costs may also include those associated with use of an upland placement site as specified in SECTION 35 20 23 DREDGING.

This item shall also include all work as specified in SECTION 35 20 23.13

"NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW - MONITORING 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.

1.3.2.2 Measurement

See SECTION 35 20 23 "DREDGING" paragraph "MEASUREMENT."

1.3.2.3 Unit of Measure

Cubic Yard

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

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

SECTION 01 22 00.00 10 Page 2

SECTION 01 30 00

CONTRACTOR FURNISHED FACILITIES

03/15

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 Corps 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. A sample permit form is available upon request.

(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 clause 52.243-4Changes. 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 clause 52.233-1 Disputes 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

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager is to check and approve all items before submittal and 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.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or commencing with the start of work on site.

Examples of Preconstruction Submittals include:

Construction Progress Schedule

List Of Proposed Products

SECTION 01 33 00 Page 1

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a construction contract that is specifically prepared to illustrate some portion of the work. This includes:

-Detail provided by the contractor/subcontractor, manufacturer or fabricator showing the proposed fabrication and assembly of structural elements.

-Detail showing the installation (i.e., fit, and attachment details) of materials or equipment. It includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract.

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

-The Government may duplicate, use and disclose, in any manner and for any purpose, shop drawings delivered under this contract.

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. Unless specified in another section, testing must have been within three years of date of contract award for the project.

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

Report that 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

SECTION 01 33 00 Page 2

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 the 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 document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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.

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor QC approval.

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

SECTION 01 33 00 Page 3

1.4.2 For Information Only

Submittals not requiring Government approval will be for contractor QC approval. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

As soon as practicable after award of contract, and before procurement or fabrication, forward to the Government submittals required in the technical sections of this specification, including shop drawings, product data and samples. In addition, forward a copy of the submittals to the Contracting Officer's representative.

1.5.1 O&M Data and Text of Posted Operating Instructions

Submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the items to which such O&M data apply.

1.6 PREPARATION

1.6.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms are included in the RMS CM software that the Contractor is required to use for this contract. 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.

1.6.2 Submittal Format

All electronic documents shall be dated within the body of the document.

The date in the document will govern over the file date. All requirements for .pdf format shall be submitted in searchable .pdf format whether or not the word "searchable" is used in each instance.

1.6.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.6.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 11x17 inches nor more than 30x42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

SECTION 01 33 00 Page 4

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Submit two (2) electronic copies of drawings in PDF format on two (2) separate discs.

1.6.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

1.6.2.3 Format of SD-03 Product Data

Present product data submittals for each section as a complete .pdf electronic file. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.6.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.6.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance.

1.6.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the

SECTION 01 33 00 Page 5 product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.6.2.4 Format of SD-06 Test Reports

Provide electronic reports in 8 1/2 by 11 inch .pdf's as a complete document.

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.6.2.5 Format of SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inch .pdf's.

Submittals containing numerous pages shall be grouped in one searchable .pdf document.

1.6.2.6 Format of SD-11 Closeout Submittals

When the submittal includes a document that is to be used in the project or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.6.3 Electronic File Format

Provide submittals in electronic .pdf format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate searchable PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10 MB on an optical disc.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of SD-01 Preconstruction Submittal Copies

Unless otherwise specified, submit one searchable electronic submittal.

1.7.2 Number of SD-02 Shop Drawing Copies

Submit searchable electronic copies of submittals of shop drawings requiring review and approval by a QC organization or requiring review and

SECTION 01 33 00 Page 6 approval by the Contracting Officer.

1.7.3 Number of SD-06 Test Report Copies

Submit in compliance with quantity and quality requirements specified for shop drawings, other than field test results that will be submitted with QC reports.

1.7.4 Number of SD-07 Certificate Copies

Submit in compliance with quantity requirements specified for shop drawings.

1.7.5 Number of SD-11 Closeout Submittals Copies

Unless otherwise specified, submit two searchable electronic sets of administrative submittals each on their own disc.

1.8 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and 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 PROJECT SUBMITTAL REGISTER AND DATABASE

1.9.1 Submittal Management

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.

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

1.9.2 Preconstruction

Submit the submittal register as an electronic database, using the submittal management program furnished to Contractor . Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted following approval of project schedule:

SECTION 01 33 00 Page 7

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

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

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

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

1.9.3 Action Codes

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

1.9.3.1 Government Review Action Codes

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

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

"C" - "Approved, except as noted on drawings; resubmission required"; "Resubmit"

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

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

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

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

"X" - "Receipt acknowledged, does not comply with contract requirements"; "Resubmit"

1.10 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.10.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that 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 variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.10.2 Proposing Variations

When proposing variation, provide a written request to the Contracting

SECTION 01 33 00 Page 8

Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. 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 that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.10.3 Warranting that Variations are Compatible

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

1.10.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar working days will be allowed for the Government to consider submittals with variations.

1.11 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications 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. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register 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 that have been omitted from the register or marked "N/A."

c. If the Contracting Officer's Representative agrees that the submittal is N/A the submittal will be returned to contractor with a "D" code (no further action required).

Contracting Officer review will be completed within 14 calendar working days after the date of submission unless specified differently elsewhere.

1.11.1 QC Organization Responsibilities

a. Review submittals for conformance with project design concepts and compliance with contract documents.

SECTION 01 33 00 Page 9

b. Ensure that material is clearly legible.

c. Sign the certifying statement or approval statement. The QC organization member designated in the approved QC plan is the person signing certifying statements.

e. Retain a copy of approved submittals and approved samples at the project site.

1.12 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Contracting Officer, the Government will:

a. Note the date on which the submittal was received from the QC manager .

b. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.

1.12.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.13 DISAPPROVED SUBMITTALS

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, give

SECTION 01 33 00 Page 10 notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

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

1.14 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

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.

1.15 WITHHOLDING OF PAYMENT

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

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

FY20 Monroe MD

01 10 10 SD-01 Preconstruction Submittals

1.2.2 G REDAdditional Property Agreements

Certified Survey Results

01 33 00 SD-01 Preconstruction Submittals

1.9 GSubmittal Register

01 35 13 SD-01 Preconstruction Submittals

Payrolls and Basic Records

G AOFGantt Chart Schedule

Utility Location Plan and Findings

Notice to Mariners

SD-07 Certificates

Survey Technician's

Qualifications

01 35 26 SD-01 Preconstruction Submittals

1.7 G AOFAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2LHE Inspection Reports

SD-07 Certificates

1.6.1.9Crane Operators/Riggers

1.7.2.2 G AOFStandard Lift Plan

1.7.2.3 G AOFCritical Lift Plan

1.7.2.3 G AOFNaval Architecture Analysis

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

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 1.9.1Hot Work Permit

1.12.3Certificate of Compliance

1.14License Certificates

1.14.1 G AOFRadiography Operation Planning

Work Sheet

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 G AOContractor Quality Control (CQC)

Plan

3.9Verification Statement

01 57 19 SD-01 Preconstruction Submittals

1.7 G AOFEnvironmental Protection Plan

3.2.1.2Stormwater Notice of Intent

1.7.9.1Dirt and Dust Control Plan

SD-06 Test Reports

3.2.1.3Inspection Reports

SD-11 Closeout Submittals

3.2.1.4Stormwater Pollution Prevention

Plan Compliance Notebook

3.2.1.5Stormwater Notice of Termination

3.6.3.4 G AOFDisposal Documentation for

Hazardous and Regulated Waste

1.9 G AOFSolid Waste Management Report

3.6.2.1 G AOFSolid Waste Management Report

35 20 23 SD-01 Preconstruction Submittals

Sounding Equipment Description and Calibration Data

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

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

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

35 20 23 G AOFDredging, Conveyance and

Placement Plan

3.3.7.5 G AOFDredging Placement Safety Plan

3.1Notice Of Start Of Dredging

SD-02 Shop Drawings

Submerged Pipeline

Soundings

SD-06 Test Reports

G AOFDaily Report of Dredging

Operations

SD-11 Closeout Submittals

Material Placement Records

35 20 23.13 SD-07 Certificates

G AOF- Letter of National Dredging

Quality Management Program

Certification

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

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

SECTION 01 35 13

SPECIAL PROJECT PROCEDURES

03/01

PART 1 GENERAL

1.1 REFERENCES

US ARMY CORPS OF ENGINEERS

UAI 5136.104 (e) Acquisition Instruction, Partnering Requirements

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. 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 52.222-8 "PAYROLLS AND BASIC RECORDS."

Gantt Chart Schedule; G-AOF.

Contractor shall submit progress chart in accordance with the Contract clause 52.236-15 "SCHEDULE FOR CONSTRUCTION CONTRACTS."

Utility Location Plan and Findings Submit a copy of the utility location plan and findings in accordance with the paragraph entitled "Existing Vegetation, Structures, Equipment, Utilities & Improvements" prior to commencing work on the site.

Notice to Mariners See paragraph entitled "Waterways Navigation and Traffic." Submit the Notice as published.

SD-07 Certificates

Survey Technician's Qualifications Submit the identity and qualifications of the persons assigned to conduct surveys at least ten (10) calendar days in advance of conducting any surveys.

1.3 SEVERE WEATHER

The table below provides monthly minimum anticipated adverse weather for the project region, scope of work, and anticipated equipment. It is based on National Oceanic and Atmospheric Administration (NOAA) or similar historical data for the region. The anticipated adverse weather is normal for the region and must be anticipated in the project schedule.

SECTION 01 35 13 Page 1

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS FOR *LAKE ERIE* BASED ON 7 DAY WORK WEEK *

JAN FEB MAR APR MAY JUN JUL

(15) (13) (11) (11) (7) (5) (5)

AUG SEP OCT NOV DEC

(5) (7) (8) (8) (10)*

At a minimum, the contractor's schedule must incorporate these anticipated adverse weather delays in all on-site, weather-dependent activities. For off-site work, or if the contractor's equipment or methods dictate, the schedule should incorporate anticipated adverse weather for the historically prevalent weather conditions in that region given the equipment being used and work being performed.

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work.

Any claim for delay due to unusually severe weather must be submitted in accordance with FAR Clause 52.249-10 Default (Fixed-Price Construction).

Include sufficient documentation to facilitate review by the Contracting Officer.

1.4 PARTNERING

As required in UAI 5136.104 (e) , informal partnering is required for non-complex projects with small dollar values and formal, facilitated partnering is required for technically complex projects, for compressed durations, and for larger dollar values.

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

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