FY14_Erie_Pier_Maintenance_Specs.pdf

FY14 Erie Pier Maintenance, MN FY14ERIEPIER

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

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 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 57 20.00 20 ENVIRONMENTAL PROTECTION

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEM

1.2.1 FY14 Erie Pier Maintenance, Duluth, MN

1.2.1.1 "Mobilization and Demobilization" Item No 0001

1.2.1.2 "Interior Dike Regrading" Item No 0006

1.2.1.3 "Elevated Road Regrade" Item No 0007

1.2.1.4 "Brushing and Mowing" Item No 0011

1.2.1.5 "Jersey Barrier Regrading" Item No 0012

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 FY14 Erie Pier Maintenance, Duluth, MN

1.3.1.1 "4"x8" Timber Fenders" Item No 0002

1.3.1.1.1 "5"x12" Timber Fenders" Item No 0003

1.3.1.1 "12"x12" Timber Fenders" Item No 0004

1.3.1.2 "New Interior Dike Ramp" Item Number 0005

1.3.1.3 "Biodegradable Erosion Control Blanket and Seed" Item No

1.3.1.4 "Round Manhole Cover" Item Number 0009

1.3.1.5 "Rectangle Manhole Cover" Item Number 0010

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 SUBMITTALS

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

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

1.2 JOB PAYMENT ITEM

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

1.2.1 FY14 Erie Pier Maintenance, Duluth, MN

1.2.1.1 "Mobilization and Demobilization" Item No 0001

Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause PAYMENT FOR MOBILIZATION AND

DEMOBILIZATION.

Unit of measure: Job.

1.2.1.2 "Interior Dike Regrading" Item No 0006

Payment

Payment will be made for costs associated with operations necessary for construction as specified in 31 23 00.00 20, "EXCAVATOIN AND FILL"

Unit of measure: Job

1.2.1.3 "Elevated Road Regrade" Item No 0007

Payment

Payment will be made for costs associated with operations necessary for

SECTION 01 22 00.00 10 Page 2 construction as specified in 31 23 00.00 20, "EXCAVATOIN AND FILL and

31 32 11, "SOIL SURFACE EROSION CONTROL""

Unit of measure: Job

1.2.1.4 "Brushing and Mowing" Item No 0011

Payment

Payment will be made for costs associated with operations necessary for construction as specified in 31 23 00.00 20, "EXCAVATOIN AND FILL"

Unit of measure: Job

1.2.1.5 "Jersey Barrier Regrading" Item No 0012

Payment

Payment will be made for costs associated with operations necessary for construction as specified in 31 23 00.00 20, "EXCAVATOIN AND FILL"

Unit of measure: Job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed 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.

1.3.1 FY14 Erie Pier Maintenance, Duluth, MN

1.3.1.1 "4"x8" Timber Fenders" Item No 0002

Payment

Payment will be made for costs associated with operations necessary for construction as specified in 05 50 13, "MISCELLANEOUS METAL FABRICATIONS"

Unit of measure: Lineal Feet

1.3.1.1.1 "5"x12" Timber Fenders" Item No 0003

Payment

Payment will be made for costs associated with operations necessary for construction as specified in 05 50 13, "MISCELLANEOUS METAL FABRICATIONS"

Unit of measure: Lineal Feet

1.3.1.1 "12"x12" Timber Fenders" Item No 0004

Payment

SECTION 01 22 00.00 10 Page 3

Payment will be made for costs associated with operations necessary for construction as specified in 05 50 13, "MISCELLANEOUS METAL FABRICATIONS"

Unit of measure: Lineal Feet

1.3.1.2 "New Interior Dike Ramp" Item Number 0005

(1) Payment will be made for costs associated with operations necessary for construction as specified in 31 23 00.00 20, "EXCAVATOIN AND FILL and

31 32 11, "SOIL SURFACE EROSION CONTROL" "

(2) Unit of measure: Each

1.3.1.3 "Biodegradable Erosion Control Blanket and Seed" Item No 0008

Payment

Payment will be made for costs associated with operations necessary for construction as specified in 31 32 11, "SOIL SURFACE EROSION CONTROL"

Unit of measure: Square Yards

1.3.1.4 "Round Manhole Cover" Item Number 0009

(1) Payment will be made for costs associated with operations necessary for construction as specified in SECTION 05 50 13, "MISCELLANEOUS METAL

FABRICATIONS"

(2) Unit of measure: Each

1.3.1.5 "Rectangle Manhole Cover" Item Number 0010

(1) Payment will be made for costs associated with operations necessary for construction as specified in SECTION 05 50 13, "MISCELLANEOUS METAL

FABRICATIONS"

(2) Unit of measure: Each

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

SECTION 01 22 00.00 10 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/09

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.5 INFORMATION ONLY SUBMITTALS

1.6 VARIATIONS / SUBSTITUTION REQUESTS

1.6.1 Considering Variations

1.6.2 Proposing Variations

1.6.3 Warranting That Variations Are Compatible

1.6.4 Review Schedule Is Modified

1.7 SUBMITTAL REGISTER

1.7.1 Use of Submittal Register

1.7.2 Contractor Use of Submittal Register

1.7.3 Approving Authority Use of Submittal Register

1.7.4 Contractor Action Code and Action Code

1.7.5 Copies Delivered to the Government

1.8 SCHEDULING

1.9 GOVERNMENT APPROVING AUTHORITY

1.10 DISAPPROVED[ OR REJECTED] SUBMITTALS

1.11 APPROVED[/ACCEPTED] SUBMITTALS

1.12 APPROVED SAMPLES

1.13 WITHHOLDING OF PAYMENT

1.14 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/09

PART 1 GENERAL

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

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

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

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations samples remaining upon completion of the work.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed. 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

SECTION 01 33 00 Page 2

Schedule of prices Health and safety plan Work plan Quality control(QC) 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, 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.

SECTION 01 33 00 Page 3

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.

Confined space entry permits.

Text of posted operating instructions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

1.1.2 Approving Authority

Office authorized to approve submittal; such as

Area Office Field (AOF) Real Estate Office (REO) Engineering and Construction Office (EC)

1.1.3 Work

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

1.2 SUBMITTALS

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

submittals not having a "G" designation are [for Contractor QC approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for

SECTION 01 33 00 Page 4 the Government.] Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, AOF]

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

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

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 PREPARATION

1.4.1 Transmittal Form

Use the transmittal form (ENG Form 4025) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS 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.

1.5 INFORMATION ONLY SUBMITTALS

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

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

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

1.6 VARIATIONS / SUBSTITUTION REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

SECTION 01 33 00 Page 5

1.6.1 Considering Variations

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

(VECP).

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

1.6.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.6.3 Warranting That Variations Are Compatible

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

1.6.4 Review Schedule Is Modified

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

1.7 SUBMITTAL REGISTER

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

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS). [The Government will provide the initial submittal register ][in electronic format][ with the following fields completed, to the extent that will be required by the Government during subsequent usage.]

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

Column (d): Lists each submittal description (SD No. and type, SECTION 01 33 00 Page 6 e.g. SD-02 Shop Drawings) required in each specification section.

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

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

1.7.1 Use of Submittal Register

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

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

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

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

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

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

1.7.2 Contractor Use of Submittal Register

Update the following fields[ in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor] with each submittal throughout contract.

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

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.7.3 Approving Authority Use of Submittal Register

Update the following fields[ in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor].

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

Column (l) List date of submittal receipt.

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

Column (q) List date returned to Contractor.

SECTION 01 33 00 Page 7

1.7.4 Contractor Action Code and Action Code

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

NR - Not Received

AN - Approved as noted

A - Approved

RR - Disapproved, Revise, and Resubmit

1.7.5 Copies Delivered to the Government

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

1.8 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. Adequate time (a minimum of 20 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

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

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation.

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

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

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

1.9 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

SECTION 01 33 00 Page 8

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

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. 3 copies of the approved submittal will be retained by the Contracting Officer and 3 copies of the submittal will be returned to the Contractor.

1.10 DISAPPROVED[ OR REJECTED] SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work.

Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

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

1.11 APPROVED[/ACCEPTED] SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not be construed as a complete check, and indicates only that. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.12 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to 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.

Match the approved samples for Materials and equipment incorporated in the work. 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

SECTION 01 33 00 Page 9 unsatisfactory in service.

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 to replace such materials or equipment to meet contract requirements.

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

1.13 WITHHOLDING OF PAYMENT

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

1.14 STAMPS

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

SECTION 01 33 00 Page 10

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

FY14 Erie Pier Maintenance, MN

01 33 00 SD-01 Preconstruction Submittals

1.7 G AOFSubmittal Register

01 35 13.10 SD-01 Preconstruction Submittals 1.6.2Payrolls and Basic Records 1.6.3Progress Chart

SD-07 Certificates 2.1As-Built Technician's

Qualifications

2.1 G AOFAs-built Drawings

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

1.5.1.2 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 1.11.5Certificate of Compliance

01 57 20.00 20 SD-01 Preconstruction Submittals

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 2 PAGES

FY14 Erie Pier Maintenance, MN

01 57 20.00 20 1.7 G AOFEnvironmental Protection Plan G AOFRetention Pond Removal Plan

05 50 13 SD-02 Shop Drawings G EDCmanhole covers

31 23 00.00 20 SD-03 Product Data Construction Equipment Data Pre-construction Survey

3.9.1Post-construction Survey 31 32 11 SD-01 Preconstruction Submittals

1.5Work Sequence Schedule 1.5Erosion Control Plan

SD-02 Shop Drawings 3.4.1Layout 2.1.3.1Seed Establishment Period 3.8Maintenance Record

SD-03 Product Data Erosion Control Blanket

1.1Equipment 2.1.2Staples

SD-04 Samples 1.4Materials

Seed SD-10 Operation and Maintenance Data

3.8.2Maintenance Instructions

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)

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

1.3.1.2 Work Subject to 40 CFR 233

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

1.4.1.1 Physical Conditions

1.4.2 Existing Vegetation, Structures, Equipment, Utilities &

Improvements

1.4.3 Vehicular Access

1.4.4 Utility Services

1.4.4.1 Contractor-Furnished Utility Services

1.4.5 SECURITY REQUIREMENTS AND CLEARANCE OF PERSONNEL

1.4.5.1 Identification of Employees

1.4.5.2 Security Checks

1.4.5.3 Loitering

1.4.6 Contract Supervision and Representation

1.4.7 Coordination with Others

1.4.8 Traffic Control Plan

1.4.9 LAYOUT OF WORK AND SURVEYS

1.4.9.1 Layout of Work

1.4.9.2 Surveyor Requirements

1.4.9.3 Suspension

1.4.9.4 Verification

1.5 SEQUENCING AND SCHEDULING

1.5.1 Sunday, Holiday And Night Operations

1.5.2 Start Work

1.6 REPORT REQUIREMENTS

1.6.1 Accident Prevention Plan

1.6.2 Payrolls and Basic Records

1.6.3 Progress Chart

PART 2 PRODUCTS

2.1 AS-BUILT DRAWINGS

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 35 13.10 Page 1

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.

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

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

40 CFR 233 State Program Regulations

1.2 SUBMITTALS

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

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

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Payrolls and Basic Records

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

Progress Chart;

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

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.

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

SECTION 01 35 13.10 Page 2 work performed under this contract within the Erie Pier Confined Disposal Facility (CDF) 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 version 8, CADD file format. 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

U.S. Army Corps of Engineers, St Paul District Attention: CEMWP-CO-R Army Corps of Engineers Centre 190 Fifth Street East St. Paul, MN 55101-1638 Telephone: 651-290-5354

1.3.1.2 Work Subject to 40 CFR 233

Any additional work (not specifically shown on the plans or included in the specifications), proposed by the Contractor, in or affecting waters of the United States, including wetlands, in the State of Minnesota (as defined in 40 CFR 233, published in the Federal Register, Vol. 49 No. 192, Tuesday October 2, 1984) shall not be performed without a State of Minnesota regulatory permit. Information on making an application for such permit may be obtained by contacting the office listed hereinafter. When applying

SECTION 01 35 13.10 Page 3 for a permit or for information, a copy of any correspondence shall be furnished to the Contracting Officer. If a permit is not obtained, the additional work shall not be performed. Any delay in obtaining or processing the permit will not constitute a basis for a claim under this contract.

STATE OF MINNESOTA

Minnesota Department of Natural Resources 1201 East Highway 2 Grand Rapids, Minnesota 55744

1.4 PROJECT/SITE CONDITIONS

1.4.1 Condition and Use of Project Site

The drawings indicate existing conditions based on surveys conducted as indicated on the 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. 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 & Construction Division Design Branch, U.S. Army Corps of Engineers, Detroit District, 477 Michigan Avenue, Detroit, MI 48226.

1.4.2 Existing Vegetation, Structures, Equipment, Utilities & Improvements

General locations of applicable existing utilities, vegetation, structures, equipment and improvements, based upon latest information available to the Government have been shown on the drawings. However, it is the Contractor's obligation to establish the exact horizontal and vertical location and size of all existing utility lines which are located within the required work area. Any utility lines which are not found by the Contractor, but which are known to exist at the project site, shall be reported to the Contracting Officer immediately. The Contracting Officer will have the option of directing commencement of work at the site or requiring the Contractor to submit further plans for locating the utility lines. Once the utilities have been located and marked, the Contractor shall be deemed to have the location made known to it pursuant to CLAUSE titled "PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS." If the Contractor damages any existing utility line, vegetation, structure, equipment or improvement, a report thereof shall be made immediately to the Contracting Officer. In any event, existing utility lines, vegetation, structures, equipment or improvements shall be protected from damage, and if damaged, shall be repaired by the Contractor at its own expense.

SECTION 01 35 13.10 Page 4

1.4.3 Vehicular Access

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

1.4.4 Utility Services

1.4.4.1 Contractor-Furnished Utility Services

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

1.4.5 SECURITY REQUIREMENTS AND CLEARANCE OF PERSONNEL

1.4.5.1 Identification of Employees

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

1.4.5.2 Security Checks

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

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

1.4.5.3 Loitering

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

1.4.6 Contract Supervision and Representation

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

SECTION 01 35 13.10 Page 5

1.4.7 Coordination with Others

Reference is made to CLAUSE titled, "OTHER CONTRACTS". The Contractor is informed that the Government may have other Contractors engaged in placing dredged material or performing other work in approximately the same Government-furnished disposal area provided for use under this contract.

Sharing use of the Government's mooring facilities with others may also be necessary. The Contractor shall coordinate its operations with the work of others and share use of the facilities at no additional cost to the Government. The coordination shall be such that the required work under each affected contract is not prevented from being completed within its allowed completion time as a result of failure to cooperate and coordinate operations. Coordination with others shall be through the Contracting Officer at the site.

1.4.8 Traffic Control Plan

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

1.4.9 LAYOUT OF WORK AND SURVEYS

1.4.9.1 Layout of Work

The following requirements are in addition to the requirements of CLAUSE titled "LAYOUT OF WORK, (IGLD 1985)." The Government has established bench marks and horizontal control points at the site of the work. Horizontal control points and descriptions of bench marks are shown on the drawings, or supplied by the Contracting Officer Representative (COR). The elevations of bench marks are referred to mean water level (IGLD 1985) at (Father Point, Quebec).

1.4.9.2 Surveyor Requirements

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

1.4.9.3 Suspension

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

1.4.9.4 Verification

The Government may make checks as the work progresses to verify lines and

SECTION 01 35 13.10 Page 6 grades established by the Contractor and to determine the conformance of the completed work as it progresses with the requirements of contract specifications and drawings. Such checking by the Contracting Officer or his or her representative shall not relieve the Contractor of its responsibility to perform all work in accordance with the contract drawings and specifications and the lines and grades given therein.

1.5 SEQUENCING AND SCHEDULING

1.5.1 Sunday, Holiday And Night Operations

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

1.5.2 Start Work

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

WORK, FAR 52.211-10.)

1.6 REPORT REQUIREMENTS

1.6.1 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. Plan shall be in accordance with Contract Clause entitled "ACCIDENT PREVENTION (NOV 1991) - ALTERNATE 1.

1.6.2 Payrolls and Basic Records

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

1.6.3 Progress Chart

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

PART 2 PRODUCTS

2.1 AS-BUILT DRAWINGS

The as-built drawing details shall be accurate and of professional quality prepared by those with adequate as-built technician's qualifications.

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 35 13.10 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01/07

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 REGULATORY REQUIREMENTS

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

1.5.1.2 Crane Operators

1.5.2 Personnel Duties

1.5.2.1 Site Safety and Health Officer (SSHO)/Superintendent

1.5.3 Meetings

1.5.3.1 Preconstruction Conference

1.6 ACCIDENT PREVENTION PLAN (APP)

1.6.1 EM 385-1-1 Contents

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

1.8 DISPLAY OF SAFETY INFORMATION

1.9 SITE SAFETY REFERENCE MATERIALS

1.10 EMERGENCY MEDICAL TREATMENT

1.11 REPORTS

1.11.1 Accident Reports

1.11.2 Accident Notification

1.11.3 Monthly Exposure Reports

1.11.4 Crane Reports

1.11.5 Certificate of Compliance

1.12 HOT WORK

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

3.1.1 Hazardous Material Exclusions

3.1.2 Unforeseen Hazardous Material

3.2 PRE-OUTAGE COORDINATION MEETING

3.3 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

3.3.1 Training

3.3.2 Fall Protection Equipment and Systems

3.3.2.1 Personal Fall Arrest Equipment

3.3.3 Fall Protection for Roofing Work

3.3.4 Existing Anchorage

3.3.5 Horizontal Lifelines

3.3.6 Guardrails and Safety Nets

3.3.7 Rescue and Evacuation Procedures

SECTION 01 35 29 Page 1

3.4 SCAFFOLDING

3.5 EQUIPMENT

3.5.1 Material Handling Equipment

3.5.2 Weight Handling Equipment

3.6 EXCAVATIONS

3.6.1 Utility Locations

3.6.2 Utility Location Verification

3.6.3 Shoring Systems

3.6.4 Trenching Machinery

3.7 UTILITIES WITHIN CONCRETE SLABS

3.8 ELECTRICAL

3.8.1 Conduct of Electrical Work

3.8.2 Portable Extension Cords

3.9 WORK IN CONFINED SPACES

SECTION 01 35 29 Page 2

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01/07

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 Personal Fall Protection - Safety Requirements for Construction and Demolition Operations

ANSI Z359.1 (1992; R 1999) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

ANSI/ASSE A10.34 (2001) Protection of the Public on or Adjacent to Construction Sites

ASME INTERNATIONAL (ASME)

ASME B30.22 (2005) Articulating Boom Cranes

ASME B30.3 (1996) Construction Tower Cranes

ASME B30.5 (2004) Mobile and Locomotive Cranes

ASME B30.8 (2004) Floating Cranes and Floating Derricks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2002) Portable Fire Extinguishers

NFPA 51B (2003) Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2005) National Electrical Code

NFPA 70E (2004) Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (15 SEP 08) U.S. Army Corps of Engineers Safety and Health Requirements Manual

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

29 CFR 1910.146 Permit-required Confined Spaces

SECTION 01 35 29 Page 3

29 CFR 1926 Safety and Health Regulations for Construction

29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS

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

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

Government acceptance is required for submittals with a "G, A" designation.

SD-01 Preconstruction Submittals

Accident Prevention Plan (APP); G, AOF

Activity Hazard Analysis (AHA); G, AOF

Crane Critical Lift Plan; G, AOF

Proof of qualification for Crane Operators; G, AOF

SD-06 Test Reports

Reports

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

Accident Reports

Monthly Exposure Reports

Crane Reports

Regulatory Citations and Violations

SD-07 Certificates

Confined Space Entry Permit

Hot work permit

Certificate of Compliance (Crane)

1.3 DEFINITIONS

b. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

c. Medical Treatment. Treatment administered by a physician or by registered…