W911XK-09-B-0006 Specifications.pdf

US Army Corps W911XK-09-B-0006 of Engineers Detroit District

FY09 Sturgeon Bay South Revetment

Repairs, Section N

Sturgeon Bay, Wisconsin

Construction Specifications Final

Date: May 2009

Sturgeon Bay - Repairs to South Revetment, Section N STURBY09

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 10 REAL ESTATE

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 13.10 SPECIAL PROJECT PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 20 ENVIRONMENTAL PROTECTION

01 58 00 CONSTRUCTION PROJECTS AND SAFETY PERFORMANCE SIGNS

01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER

ATTACHMENT

DIVISION 02 - EXISTING CONDITIONS

02 13 90 SITE PREPARATION

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 50 14 MISCELLANEOUS METAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 41 17 STEEL SHEET PILING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.45 03 STONE MATERIALS

35 31 19 STONE PLACEMENT AND CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

FINAL SPECS MAY 2009

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10

REAL ESTATE

03/01

PART 1 GENERAL

1.1 SUBMITTALS

1.2 REGULATORY REQUIREMENTS

1.2.1 Real Estate Rights

1.2.2 Additional Real Estate Rights

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

1.3.2 Survey Markers

1.3.2.1 Semi permanent Markers

1.3.2.2 Temporary Markers

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 10 10 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 information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Additional Property Agreements; G-REO.

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

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 land for the project including work and storage are within Corps of Engineers fee-owned land and water, and are shown on the drawings. Copies of instruments conveying rights for use of the work and storage areas shown on the drawings and specified herein are available for inspection in the Engineering & Construction Division Design Branch, U.S.

Army Corps of Engineers, Detroit District, 477 Michigan Avenue, McNamara Building, Detroit, Michigan. Conformance to all applicable requirements of the instruments conveying rights is required. Two (2) copies of each instrument will be furnished to the Contractor. All real estate lakeward of the Ordinary High Water Mark is under Federal jurisdiction and no permit or agreements are necessary for work therein except as specified in SECTION 01 35 13.10, "SPECIAL PROJECT PROCEDURES", Paragraph, "Additional Work Proposed and Not Authorized". No other real estate rights have been obtained by the Government for this project.

SECTION 01 10 10 Page 2

1.2.2 Additional Real Estate Rights

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

1.3 PROJECT/SITE CONDITIONS

1.3.1 Location and Verification

It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semi permanent 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, "Semi permanent 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 Semi permanent 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 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

1.1.1 Lump Sum Items

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 a. Steel Sheet Piling (Item No. 0002): First 1,375 short ton

(Item No. 0002AA) and Over 1,375 short ton (Item No. 0002AB)

1.2.2 b. Miscellaneous Metals (Item No. 0003): First 120 short ton

(Item No. 0003AA) and Over 120 short ton (Item No. 0003AB)

1.2.3 c. Splash Stone (Item No. 0004): First 2,620 Short ton (Item

No. 0004AA) and Over 2,620 Short ton (Item No. 0004AB)

1.2.4 d. Excavated Rock (Item No. 0005): First 50 Cubic yards (Item

No. 0005AA) and Over 50 Cubic yards (Item No. 0005AB)

1.2.5 e. Scour Stone (Item No. 0006): First 6,500 Short ton (Item No.

0006AA) and Over 6,500 Short ton (Item No. 0006AB)

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

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

1.1.1 Lump Sum Items

Site Preparation (Item No. 0001)

(1) Payment will be made for costs associated with mobilization and demobilization; clearing and grubbing; excavation; removal and disposal of Wakefield Sheeting, timber piles and walers; disposal and back fill;

seeding; removal and reuse of stone fill; cutting tie rods and for cost associated for work required under SECTION 31 00 00 SITE PREPARATION, SECTION 31 11 00 CLEARING AND GRUBBING and SECTION 05 05 23 WELDING, STRUCTURAL.

(2) Unit of measure: Lump sum.

1.2 UNIT PRICE PAYMENT ITEMS

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

1.2.1 a. Steel Sheet Piling (Item No. 0002): First 1,375 short ton (Item No. 0002AA) and Over 1,375 short ton (Item No. 0002AB)

(1) Payment shall constitute full compensation for the cost of equipment, material, and labor for driving front wall and anchor wall SSP required in SECTION 31 41 17 STEEL SHEET PILING, SECTION 05 05 23 WELDING, STRUCTURAL and SECTION 05 50 14 STRUCTURAL METAL FABRICATIONS.

(2) Unit of measure: Short ton.

SECTION 01 22 00.00 10 Page 2

1.2.2 b. Miscellaneous Metals (Item No. 0003): First 120 short ton (Item No. 0003AA) and Over 120 short ton (Item No. 0003AB)

(1) Payment will be made for costs associated with the installation of front and anchor wall walers, steel plate attachments, tie rod placement and bolted connections as required in SECTION 31 41 17 STEEL SHEET PILING, SECTION 05 05 23 WELDING, STRUCTURAL and SECTION 05 50 14

STRUCTURAL METAL FABRICATIONS.

(2) Unit of measure: Short ton.

1.2.3 c. Splash Stone (Item No. 0004): First 2,620 Short ton (Item No.

0004AA) and Over 2,620 Short ton (Item No. 0004AB)

(1) Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing and constructing the stone protection as specified and shown. Measurement for payment for scour stone will be made as specified in Section 35 31 19.45 03 STONE MATERIALS and Section 35 31 19 STONE PLACEMENT AND CONSTRUCTION. The payment will be made at the applicable contract unit price per short ton.

(2) Unit of measure: Short ton.

1.2.4 d. Excavated Rock (Item No. 0005): First 50 Cubic yards (Item No.

0005AA) and Over 50 Cubic yards (Item No. 0005AB)

(1) Payment will be made for costs associated with the excavation of rock which may be encountered during placement of SSP. All work shall be in accordance with SECTION 31 00 00 SITE PREPARATION.

(2) Unit of measure: Cubic yard.

1.2.5 e. Scour Stone (Item No. 0006): First 6,500 Short ton (Item No.

0006AA) and Over 6,500 Short ton (Item No. 0006AB)

(1) Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing and constructing the stone protection as specified and shown. Measurement for payment for scour stone will be made as specified in Section 35 31 19.45 03 STONE MATERIALS and Section 35 31 19 STONE PLACEMENT AND CONSTRUCTION. The payment will be made at the applicable contract unit price per short ton.

(2) Unit of measure: Short ton.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 10 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

04/06

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

1.1.2 Submittal Descriptions (SD)

1.1.3 Approving Authority

1.1.4 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.4 SUBMITTAL REGISTER

1.5 SCHEDULING

1.6 TRANSMITTAL FORM (ENG FORM 4025)

1.7 SUBMITTAL PROCEDURES

1.7.1 Procedures

1.7.2 Deviations

1.8 CONTROL OF SUBMITTALS

1.9 GOVERNMENT APPROVED SUBMITTALS

1.10 INFORMATION ONLY SUBMITTALS

1.11 STAMPS

1.12 PREPARATION

1.12.1 Marking

1.12.2 Drawing Format

1.12.3 Data Format

1.13 SUBMISSION REQUIREMENTS

1.13.1 Schedules

1.13.2 Drawings Submittals

1.13.3 Data Submittals

1.13.4 Samples

1.14 GOVERNMENT'S REVIEW

1.14.1 Review Notations

1.14.2 Sample Approval

1.15 PROGRESS SCHEDULE

1.15.1 Bar Chart

1.16 STATUS REPORT ON MATERIALS ORDERS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

04/06

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or 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, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance.

Surety bonds.

List of proposed subcontractors.

List of proposed products.

Construction Progress Schedule.

Submittal register.

Schedule of prices.

Health and safety plan.

Work plan.

Quality control plan.

Environmental protection plan.

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, SECTION 01 33 00 Page 2 instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-06 Test Reports

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

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

SECTION 01 33 00 Page 3

Confined space entry permits.

Text of posted operating instructions.

1.1.3 Approving Authority

Office authorized to approve submittal; such as

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

1.1.4 Work

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submittal register; G AOF

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4 SUBMITTAL REGISTER

A submittal register showing items of equipment and materials for which submittals are required by the specifications is included in 01 99 90 "LISTINGS OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER ATTACHMENT"; this list may not be all inclusive and additional submittals may be required. The Contractor shall maintain a submittal register for the project in accordance with Section 01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS).he Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be included in its export file to the Contractor. The Contractor shall track all submittals.

1.5 SCHEDULING

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

SECTION 01 33 00 Page 4 for time lost in late submittals.

1.6 TRANSMITTAL FORM (ENG FORM 4025)

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

1.7 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.7.1 Procedures

The Government will further discuss detailed submittal procedures with the Contractor at the Preconstruction Conference.

1.7.2 Deviations

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

1.8 CONTROL OF SUBMITTALS

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

1.9 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. One (1) copy of the submittal will be retained by the Contracting Officer and one (1) copy of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.10 INFORMATION ONLY SUBMITTALS

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

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

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

SECTION 01 33 00 Page 5 prescribe.

1.11 STAMPS

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

SECTION 01 33 00 Page 6

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

1.12 PREPARATION

1.12.1 Marking

Prepare, review and stamp with Contractor's approval all specified submittals.

Permanently mark each submittal to identify it by contract number;

transmittal date; Contractor's, Subcontractor's, and supplier's name, address(es) and telephone number(s); submittal name; specification or drawing reference; and similar information to distinguish it from other submittals. Submittal identification shall include space to receive the review action by the Contracting Officer.

1.12.2 Drawing Format

Drawing submittals shall be prepared on translucent, reproducible sheets, not less than 8-1/2 by 11 inches nor larger than 30 by 42 inches in size, except for full size patterns or templates. Drawings shall be prepared to accurate size, with scale indicated, unless other form is required.

Drawing reproductions shall be suitable for microfilming and reproduction on the Diazo or Ozalid machines and shall be of a quality to produce clear, distinct lines and letters. Drawings shall have dark lines on a white background.

Copies of each drawing shall have the following information clearly marked thereon:

a. Job name, which shall be the general title of the contract drawings.

b. Date of the drawings and revisions.

SECTION 01 33 00 Page 7

c. Name of Contractor.

d. Name of Subcontractor.

e. Name of the item, material, or equipment detailed thereon.

f. Submittal number (e.g., first submittal to last submittal) in a uniform location adjacent to the title block.

g. Specification section to which submittal applies.

h. Government contract number shall appear in the margin, immediately below the title block.

Drawings shall be numbered in logical sequence. Contractor may use his own number system. Each drawing shall bear the number of the submittal in a uniform location adjacent to the title block. Government contract number shall appear in the margin, immediately below the title block, for each drawing.

A blank space, no smaller than two (2) by three (3) inches shall be reserved on the right hand side of each sheet for the Government disposition stamp.

1.12.3 Data Format

Required data submittals for each specific material, product, unit of work, or system shall be collected into a single submittal and marked for choices, options, and portions applicable to the submittal. Marking of each copy of product data submitted shall be identical. Partial submittals will not be accepted for expedition of construction effort.

1.13 SUBMISSION REQUIREMENTS

1.13.1 Schedules

At the Preconstruction conference, provide, for approval by the Contracting Officer, the following schedule of submittals:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings.

Schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approved need date (if approval is required).

c. Submittals called for by the contract documents will be listed on one of the above schedules. If a submittal is called for but does not pertain to the contract work, the Contractor shall include the submittal in the applicable schedule and annotate it "N/A" with a brief explanation. Approval of the schedules by the Contracting

SECTION 01 33 00 Page 8

Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the schedules or marked "N/A".

d. Re-submit copies of both schedules and annotate monthly by the Contractor with actual submission and approval dates. When all items on a schedule have been fully approved, no further re-submittal of the schedule is required.

1.13.2 Drawings Submittals

Submit reproducible copy(s) and blackline or blueline opaque print(s) of each drawing. prints, marked with review notations by the Contracting Officer, will be returned to the Contractor. All required installation, fabrication and connection drawings shall be submitted and approved prior to the start of work detailed on these drawings.

1.13.3 Data Submittals

Submit Five complete sets of indexed and bound product data. One set, marked with review notations by the Contracting Officer, will be returned to the Contractor.

1.13.4 Samples

Submit one set of identified samples. A copy of the transmittal form, marked with review notations including selections by the Contracting Officer, will be returned to the Contractor.

Samples that are intended or permitted to be returned and actually incorporated in the work are so indicated in the individual technical sections. These samples will be returned to the Contractor, at his expense, to be clearly labeled, with installation location recorded.

Samples shall be in undamaged condition at the time of installation.

Where mockups and similar large samples are required by individual technical sections, it is recognized that these are a special type of sample which cannot be readily "transmitted" as specified for submittal of samples. Otherwise, and except as indicated in the individual technical sections, the requirements for samples shall be complied with and a transmittal form shall be processed for each mockup, to provide a record of the activity.

1.14 GOVERNMENT'S REVIEW

1.14.1 Review Notations

Contracting Officer will review submittals and provide pertinent notation within fifteen (15) calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections. Notes shall be incorporated prior to submission of the final submittal.

SECTION 01 33 00 Page 9

c. Submittals marked "return for correction" require the Contractor to make the necessary corrections and revisions and to re-submit them for approval in the same routine as before, prior to proceeding with any of the work depicted by the submittal.

d. Submittals marked "not approved" or "disapproved" indicate noncompliance with the contract requirements and shall be re-submitted with appropriate changes. No item of requiring a submittal shall be accomplished until the submittals are approved or approved as noted.

e. 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 as required under the clause entitled, "Changes" shall be given to the Contracting Officer.

Approval of the submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory.

Contractor shall be 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.

f. If changes are necessary to approved 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 shall be accomplished until the changed submittals are approved.

1.14.2 Sample Approval

Furnish, for the approval of the Contracting Officer, samples required by the specifications or by the Contracting Officer. Shipping charges shall be paid by the Contractor. Materials or equipment requiring sample approval shall not be delivered to the site or used in the work until approved in writing by the Contracting Officer.

Each sample shall have a label indicating:

a. Name of project

b. Name of Contractor

c. Material or equipment

d. Place of origin

e. Name of producer and brand

f. Specification section to which samples applies

g. Samples of furnished material shall have additional markings that will identify them under the finished schedules.

Contractor shall submit to the Contracting Officer two samples of materials where samples are requested. Transmit to the Contracting Officer with each sample a letter, original and two copies, containing the above information.

SECTION 01 33 00 Page 10

Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any contract requirements. Before submitting samples, the Contractor shall assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Materials and equipment incorporated in the work shall match the approved samples. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapproved any material or equipment which previously has proved unsatisfactory in service.

Variations from contract requirements shall be specifically pointed out 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.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor shall replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer shall not relieve the Contractor of his responsibilities under the contract.

1.15 PROGRESS SCHEDULE

1.15.1 Bar Chart

a. Submit the progress chart, for approval by the Contracting Officer, at the Preconstruction Conference in one reproducible and 4 copies.

b. Prepare the progress chart in the form of a bar chart utilizing form "Construction Progress Chart" or comparable format acceptable to the Contracting Officer.

c. Include no less than the following information on the progress chart:

(1) Break out by major headings for primary work activity.

(2) A line item break out under each major heading sufficient to track the progress of the work.

(3) A line item showing contract finalization task which includes punch list, clean-up and demolition, and final construction drawings.

(4) A materials bar and a separate labor bar for each line item. Both bars will show the scheduled percentage complete for any given

SECTION 01 33 00 Page 11 date within the contract performance period. Labor bar will also show the number of men (man-load) expected to be working on any given date within the contract performance period.

(5) The estimated cost and percentage weight of total contract cost for each materials and labor bar on the chart.

(6) Separate line items for mobilization and drawing submittal and approval. (These items are to show no associated costs.)

d. Update the progress schedule in one reproduction and 4 copies every 30 calendar days throughout the contract performance period.

1.16 STATUS REPORT ON MATERIALS ORDERS

Within ten (10) calendar days after notice to proceed, submit, for approval by the Contracting Officer, an initial material status report on all materials orders. This report will be updated and re-submitted every thirty (30) calendar days as the status on material orders changes.

Report shall list, in chronological order by need date, materials orders necessary for completion of the contract. The following information will be required for each material order listed:

a. Material name, supplier, and invoice number.

b. Bar chart line item or CPM activity number affected by the order.

c. Delivery date needed to allow directly and indirectly related work to be completed within the contract performance period.

d. Current delivery date agreed on by supplier.

e. When item d exceeds item c, the effect that delayed delivery date will have on contract completion date.

f. When item d exceeds item c, a summary of efforts made by the Contractor to expedite the delayed delivery date to bring it in line with the needed delivery date, including efforts made to place the order (or subcontract) with other suppliers.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 12

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

Sturgeon Bay - Repairs to South Revetment, Section N

01 10 10 SD-01 Preconstruction Submittals

1.2.2 G REOAdditional Property Agreements

01 33 00 SD-01 Preconstruction Submittals G AOFSubmittal register

01 35 13.10 SD-01 Preconstruction Submittals

1.4.3NOTICE TO MARINERS

1.8.2Payrolls and Basic Records

1.8.3 G AOFProgress Chart

1.4.5Utility Locating Plan

1.4.5 G AOFUtility Location Findings

1.7.1 G AOFVibration Monitoring Plan

1.7.2 G AOFVibration Monitoring Equipment

Description 1.4.12Traffic Control Plan 1.4.14.1buoy relocation position 1.4.15.2survey information 1.4.15.2survey note format 1.8.1Accident Prevention Plan

SD-06 Test Reports 1.7.3Vibration Monitor Results

SD-07 Certificates 2.1As-Built Technician's

Qualifications

1.7.1 G AOFVibration Monitoring Personnel

Credentials

2.1 G AOFAs-built Drawings

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P 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 4 PAGES

01 35 29 SD-01 Preconstruction Submittals

1.6 G AOFAccident Prevention Plan (APP)

1.7 G AOFActivity Hazard Analysis (AHA)

1.6.1 G AOFCrane Critical Lift Plan

1.5.1.3 G AOFCrane Operators

SD-06 Test Reports 1.11Reports 1.11.1Accident Reports 1.11.3Monthly Exposure Reports 1.11.4Crane Reports

Regulatory Citations and Violations

SD-07 Certificates 1.8Confined Space Entry Permit 1.8Hot work permit

G AOFContractor Safety Self-Evaluation Checklist

1.11.5Certificate of Compliance 01 57 20.00 20 SD-01 Preconstruction Submittals

1.7 G AOFEnvironmental Protection Plan

01 58 00 SD-02 Shop Drawings

2.1.2.1 G AOFSign Layouts

05 05 23 SD-03 Product Data

1.4 G AOFWelding Procedure Qualifications

1.4.4Welder, Welding Operator, and

Tacker Qualification

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 4 PAGES

05 05 23 1.4.5Inspector Qualification SD-06 Test Reports

3.2Quality Control 3.3.1Nondestructive Examination

05 50 14 SD-01 Preconstruction Submittals G ECDSelected Tie-rod and

Appurtenances SD-02 Shop Drawings

G ECDShop Drawings SD-07 Certificates Materials

FIO

Welders

31 11 00 SD-03 Product Data

3.6.2 G AOFNonsaleable Materials

SD-04 Samples Tree wound paint Herbicide

31 41 17 SD-01 Preconstruction Submittals G ECDSelected Hot-Rolled or

Cold-Formed Steel Sheet Piles G ECDWork Plan G AOFPile Placement Equipment

SD-02 Shop Drawings G AOFSteel Sheet Piling G AOFPile Shoe

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 4 OF 4 PAGES

31 41 17 SD-06 Test Reports Materials Tests

FIO

SD-07 Certificates G AOFPulling and Reinstalling

Driving

FIO

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

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 13.10

SPECIAL PROJECT PROCEDURES

03/01

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 REGULATORY REQUIREMENTS

1.3.1 Additional Work Proposed and Not Authorized

1.3.1.1 Work Subject to 33 CFR 320-330

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

1.4.1.1 Physical Conditions

1.4.1.2 Work and Storage Areas

1.4.1.3 Structure

1.4.2 Ground and Over-water Transport

1.4.3 Waterways Navigation and Traffic

1.4.3.1 Navigation

1.4.3.2 Traffic

1.4.4 Prevailing Lake Levels

1.4.5 Existing Vegetation, Structures, Equipment, Utilities &

Improvements

1.4.6 Vehicular Access

1.4.7 Utility Services

1.4.7.1 Contractor-Furnished Utility Services

1.4.8 Protection and Maintenance of Traffic

1.4.8.1 Barricades

1.4.9 Contract Supervision and Representation

1.4.10 Quantity Surveys

1.4.11 Coordination with Others

1.4.12 Traffic Control Plan

1.4.13 Temporary Lights, Signals and Buoys Required by Coast Guard

1.4.14 Navigation Buoys

1.4.14.1 Relocation of Existing Buoys

1.4.14.2 Temporary Dredging and Construction Buoys

1.4.14.3 Buoy Markings

1.4.15 Layout of Work and Surveys

1.4.15.1 Layout of Work

1.4.15.2 Surveyor Requirements

1.4.15.3 Suspension

1.4.15.4 Verification

1.5 SEQUENCING AND SCHEDULING

1.5.1 Exclusion of Period in Computing Completion Schedules

1.5.2 Sunday, Holiday, Night and Extended Hours of Operations

1.5.3 Work Period Restrictions

1.5.4 Start Work

1.6 ACCOMMODATIONS FOR INSPECTORS

1.6.1 Field Office

1.6.1.1 Door Locks

1.6.1.2 Security Window Guards

1.6.1.3 Lighting

SECTION 01 35 13.10 Page 1

1.6.1.4 Storage Closet

1.6.1.5 Cleaning

1.7 VIBRATION MONITORING AND CONTROL

1.7.1 Monitoring Personnel

1.7.2 Seismograph

1.7.3 Reports

1.7.4 Restriction

1.8 AMERICAN RECOVERY AND REINVESTMENT ACT (ARRA) SIGN

1.9 REPORT REQUIREMENTS

1.9.1 Accident Prevention Plan

1.9.2 Payrolls and Basic Records

1.9.3 Progress Chart AOF

PART 2 PRODUCTS

2.1 AS-BUILT DRAWINGS

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 35 13.10 Page 2

SECTION 01 35 13.10

SPECIAL PROJECT PROCEDURES

03/01

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.

CODE OF FEDERAL REGULATIONS (CFR)

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

NOTICE TO MARINERS

Contractor shall submit coordination details with the U.S. Coast Guard prior to its activities at the work site.

Payrolls and Basic Records

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

Progress Chart; G, AOF

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

Utility Locating Plan

Utility Location Findings; G, AOF

Contractor shall submit a copy of the utility locating plan for locating existing utilities and a copy of its utility location findings prior to commencing work on the site.

Vibration Monitoring Plan; G-AOF.

Submit the plan to monitor vibrations. The plan shall include the

SECTION 01 35 13.10 Page 3 instrument locations and the portion of the work to be performed while the instrument is at each location.

Vibration Monitoring Equipment Description; G-AOF.

Submit the brand name, calibration procedure, characteristics and capabilities of the vibration monitoring equipment to be used at the site at least fifteen (15) calendar days prior to such use.

Traffic Control Plan

The Contractor shall submit a traffic control plan.

buoy relocation position

If buoy relocation is required, Contractor shall submit buoy relocation position(s) and Contractor shall abide by the Contract clause entitled "Relocation of Existing Buoys".

survey information survey note format

Contractor shall submit all survey information recorded in accordance with standard and approved methods and in the survey note format approved by the Contracting Officer.

Accident Prevention Plan

Contractor shall provide an accident prevention plan including an activity hazard analysis to the Contracting Officer within 15 calendar days after receipt of award.

SD-06 Test Reports

Vibration Monitor Results

Submit daily reports of the results of its vibration monitoring. The reports shall include, as a minimum, time of reading, location of construction, description of construction, equipment being used, recording and monitoring locations, distance from construction to recording location, photographic, graphic or printed record of measurements and a numerical tabulation of particle velocity measurements. A final report shall be prepared and submitted which consolidates and summarizes the findings and results of the effects of the pile driving operations.

SD-07 Certificates

As-Built Technician's Qualifications

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

Vibration Monitoring Personnel Credentials; G-AOF.

At least fifteen (15) calendar days prior to commencing vibration

SECTION 01 35 13.10 Page 4 monitoring, submit the qualifications of the individual(s) who is (are) to supervise the vibration measurements and prepare the required report.

As-built Drawings; G, AOF

Within ten (10) calendar days after the substantial completion date as established by the Contracting Officer, submit the as-built details of the work performed under this contract on a set of blue-line prints of the contract drawings marked in red. Following review and approval by the Government, the Contractor shall prepare electronic and mylar copies of as-built drawings for submittal within 15 calendar days following receipt of comments from the Government. Electronic files shall be submitted in latest version of Microstation, CADD file format, suitable for plotting with Intergraph IPLOT Software. The electronic medium for file transfers shall be agreed to prior to the time of submittal and shall be compatible with current industry standards and hardware configurations.

1.3 REGULATORY REQUIREMENTS

1.3.1 Additional Work Proposed and Not Authorized

1.3.1.1 Work Subject to 33 CFR 320-330

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

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

WISCONSIN-MINNESOTA

Regulatory Functions Branch Construction-Operations Division U.S. Army Corps of Engineers, St. Paul District Sibley Square at Mears Park 190 5th Street East, Suite 401 St. Paul, MN 55101-1638 Phone: 651-290-5375

SECTION 01 35 13.10 Page 5

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

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

1.4.1.1 Physical Conditions

The physical conditions shown on the drawings are indicative of those that prevailed at the time of the site investigations and may be different than those at the time of construction. Significant variations that would require changes to the plans or specification shall be reported to the Contracting Officer immediately. The information shown on the logs of soil borings enclosed in SECTION 01 99 90 is from borings located within or near the work areas. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, localized variations of characteristics of the subsurface materials of this region are anticipated. Field logs of borings taken in the project area, soil samples, and other subsurface information obtained or prepared for this contract are available for examination upon request at the Engineering, Design & Construction Office, U.S. Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, MI 48226.

1.4.1.2 Work and Storage Areas

Work and storage areas will be provided at the site and will be as designated on the contract drawings and/or approved by the Contracting Officer. Areas made available to the Contractor will be selected to minimize interference with Government operations and other contractors.

1.4.1.3 Structure

The Contractor shall be responsible for damage to unfinished or incomplete structures if more than 100 feet of incomplete construction is exposed to storm, wind and wave damage. The minimum protection for exposed crib structure, following demolition of cap, shall be the placement of required stone and steel sheet piling materials shown on the drawings. Concrete shall not be placed within forms within 48 hours of strom, high wind or high wave warnings announced or forecasted.

1.4.2 Ground and Over-water Transport

All required on-land and over-water transport shall be provided by the Contractor. Contractor must be aware of and abide by all road restrictions imposed by Local, State or Federal Authorities.