FY14_Cat_Island_Road_Rehabilitation_Specs_RTA.pdf

FY14 Cat Island Road Rehabilitation - RTA FY14CATISLANDRD

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 13.10 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 24.00 10 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 PROJECT DESCRIPTION

The work includes traffic control, erosion control, pulverizing existing asphalt, excavating, grading, base course, compaction, asphaltic paving, centerline striping and incidental related work.

1.2 PROJECT LOCATION

The work shall be located along Lineville Road and Bay Shore Road within Brown County, WI, within the project limits as indicated on the contract drawings.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 1

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB (LUMP SUM) PAYMENT ITEMS

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

1.1.1 Centerline Striping Line Item 0007

1.1.1.1 Payment

Payment will be made for costs associated with furnishing and applying centerline striping. Payment shall be made at the contract unit bid price including all labor, material and equipment as required by this and work specified in this and related sections.

1.1.1.2 Unit of Measure

Unit of measure: JOB.

1.1.2 Traffice Control Line Item 0008

1.1.2.1 Payment

Payment will be made for costs associated with traffic control. Payment shall be made at the contract unit bid price including all labor, material and equipment as required by this and work specified in this and related sections.

1.1.2.2 Unit of Measure

Unit of measure: JOB.

1.2 UNIT PRICE PAYMENT ITEMS

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

SECTION 01 22 00.00 10 Page 1

1.2.1 Pulverize Existing Asphalt - Line Item 0001

1.2.1.1 Payment

Payment will be made for costs associated with the pulverization of the existing asphalt pavement and underlying base course.

1.2.1.2 Measurement

The quantity of pulverized existing asphalt for which payment will be made will be done by calculating the surface area of existing pavement pulverized.

1.2.1.3 Unit of Measure

Unit of measure: Square yard (SY).

1.2.2 Excavation , Filling, and Compaction - Line Item 0002

1.2.2.1 Payment

Payment will be made for costs associated with furnishing, excavating, transporting, stockpiling (if applicable), placing, and compacting.

1.2.2.2 Measurement

The unit price per cubic yard for this item shall be payment in full for excavation, hauling, placing, rough and finish grading, compacting, test rolling of the subgrade, salvage topsoiling, and work specified in this and related sections of this specification and in accordance with the lines, grades, and cross-sections shown on the plans. Unit price shall also include the cost of satisfactory disposal of all surplus material taken from within the construction limits, labor, material and equipment.

Volumes will be computed by the method of average end areas except where this method, in the opinion of the Contracting Officer, is not feasible and is hereinafter provided. Where the quantity of excavation to be completed is of such minor quantity that measurement by average end areas would be impractical, the measurement may be made by the cubic yard in the vehicle or as otherwise provided in the Contract Documents. The capacity of each vehicle used for hauling the material shall be determined by the Engineer to the nearest 1/10 cubic yard.

1.2.2.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.2.3 Crushed Aggregate Base Course - Line Item 0003

1.2.3.1 Payment

Payment shall be made at the contract unit price bid for Crushed Aggregate Base Course and shall include all materials, labor, equipment, placement, compaction, dust abatement and work specified in this and related sections.

1.2.3.2 Measurement

Measurement shall be made by the ton (2000 lbs.), weighed on a certified scale. Tickets shall indicate, a ticket number, truck number, date, and

SECTION 01 22 00.00 10 Page 2 overall net truck weights. The Contractor shall deliver tickets daily.

Tickets will not be accepted for materials after the day delivered.

Aggregates, measured by the ton, obtained from wet pits or which contain total moisture in excess of 7% will have the moisture content in excess of 7% deducted from the measured weight. Determination of the moisture content of the aggregates will be based on the average of and expressed as a percentage of the dry weight of the aggregate samples taken. The cost of the tests used to determine moisture content shall be deducted from monies due the Contractor.

1.2.3.3 Unit of Measure

Unit of measure: Ton (2,000 lbs).

1.2.4 Tack Coat - Line Item 0004

1.2.4.1 Payment

Payment will be made for costs associated with furnishing, transporting, delivering, and placing Tack Coat as indicated or as required. Payment shall be made at the contract unit bid price including all labor, material and equipment as required by this and work specified in this and related sections. No separate payment will be made for accessories and payment shall be included in the contract unit price for the items of work to which the accessories are incidental.

1.2.4.2 Measurement

Tack Coat shall be measured by the gallon applied in the field, when provided as a specific item in the contract proposal, otherwise it shall be incidental to other related items of work.

1.2.4.3 Unit of Measure

Unit of measure: Gallon (GAL).

1.2.5 Asphaltic E Mix Lower Layer - Line Item 0005

1.2.5.1 Payment

Payment shall be made at the contract unit price bid for asphaltic paving, including all cleaning, base course shaping, base course fine grading, asphaltic surface removal, asphaltic surface disposal, sawing, labor, materials, and equipment as required by this and work specified in this and related sections.

1.2.5.2 Measurement

Measurement for asphaltic pavement shall be based on the number of tons (2000 lb.) installed in the field based upon certified scale net truck load weights.

If the installed density falls more than 1.0% below the specified minimum density the HMA shall be removed and replaced.

Areas of pavement determined to be deficient in thickness by more than 20% shall be removed and replaced to the specified plan thickness.When the deficient area has been acceptably replaced payment shall be made accordingly.

SECTION 01 22 00.00 10 Page 3

1.2.5.3 Unit of Measure

Unit of measure: Ton (2,000 pounds).

1.2.6 Asphaltic E Mix Upper Layer - Line Item 0006

1.2.6.1 Payment

Payment shall be made at the contract unit price bid for asphaltic paving, including all cleaning, base course shaping, base course fine grading, asphaltic surface removal, asphaltic surface disposal, sawing, labor, materials, and equipment as required by this and work specified in this and related sections.

1.2.6.2 Measurement

Measurement for asphaltic pavement shall be based on the number of tons (2000 lb.) installed in the field based upon certified scale net truck load weights.

If the installed density falls more than 1.0% below the specified minimum density the HMA shall be removed and replaced.

Areas of pavement determined to be deficient in thickness by more than 20% shall be removed and replaced to the specified plan thickness.When the deficient area has been acceptably replaced payment shall be made accordingly.

1.2.6.3 Unit of Measure

Unit of measure: Ton (2,000 pounds).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 22 00.00 10 Page 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

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

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

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

Contractor's Quality Control (CQC) System Manager 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. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 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 or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

SECTION 01 33 00 Page 1

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

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 2

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.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G, AOF

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved G

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."

SECTION 01 33 00 Page 3

1.4.2 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.

1.5 PREPARATION

1.5.1 Transmittal Form

Use 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.

1.6 INFORMATION ONLY SUBMITTALS

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

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.

1.7 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.7.1 Considering Variations

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

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

1.7.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also

SECTION 01 33 00 Page 4 include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

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

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

1.7.3 Warranting That Variations Are Compatible

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

1.7.4 Review Schedule Is Modified

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

1.8 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 00.10 10 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register

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

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

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

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

1.8.1 Use of Submittal Register

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

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

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

SECTION 01 33 00 Page 5

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

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

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

1.8.2 Contractor Use of Submittal Register

Update the following fields 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.

1.8.3 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.

1.8.4 Copies Delivered to the Government

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

1.9 SCHEDULING

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

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

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

SECTION 01 33 00 Page 6 contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

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

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

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

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

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

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

1.10.1 Review Notations

Contracting Officer review will be completed within 5 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

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

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

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

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

SECTION 01 33 00 Page 7 returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

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

1.12 APPROVED/ACCEPTED SUBMITTALS

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

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

1.13 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 disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place

SECTION 01 33 00 Page 8 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.

1.14 WITHHOLDING OF PAYMENT

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

1.15 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 9

| 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 10

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

FY14 Cat Island Road Rehabilitation - RTA

01 33 00 SD-01 Preconstruction Submittals

1.8 G AOFSubmittal Register

01 35 13.10 SD-01 Preconstruction Submittals Payrolls and Basic Records

G AOFProgress Chart

2.1.1 G ECDNon-listed, Non-Commercially

Active Stone or Material Source

1.4.2 G AOFUtility Location Findings

SD-07 Certificates G AOFAs-built Drawings

01 35 26 SD-01 Preconstruction Submittals 1.6Accident Prevention Plan (APP)

GAOF

1.7 G AOFActivity Hazard Analysis (AHA)

SD-06 Test Reports 1.10Notifications and Reports

1.10.2 G AOAccident Reports

SD-07 Certificates License Certificates

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 G AOFContractor Quality Control (CQC)

Plan 01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 G AOFEnvironmental Protection Plan

31 00 00 SD-06 Test Reports

Soil Testing Reports

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

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

G O V T

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A C T I O N

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FRM APPR

AUTH REMARKS

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

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

31 05 19 SD-03 Product Data 2.1.2Thread 2.2Manufacturing Quality Control

Sampling and Testing SD-04 Samples

3.1Quality Assurance Samples and Tests

SD-07 Certificates 2.1.1Geotextile

32 11 24 SD-03 Product Data Aggregates

; G, AOF

SD-06 Test Reports G AOFGradation

Bearing ratio Liquid limit Plasticity index Percentage of wear

SD-07 Certificates Testing Laboratory

G AOFLoad Tickets 32 12 16 SD-03 Product Data

G AOFMix Design G AOFMaterial Acceptance

SD-06 Test Reports Aggregates

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

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S E C T

DESCRIPTION

ITEM SUBMITTED

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

G O V T

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

32 12 16 QC Monitoring SD-07 Certificates Testing Laboratory

G AOFLoad Ticketse 32 17 24.00 10 SD-03 Product Data

1.3 G AOFEquipment

2.1.1Composition Requirements 1.5.1Qualifications

SD-06 Test Reports 2.2Sampling and Testing

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

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FRM APPR

SECTION [01 35 13.10]

SPECIAL PROJECT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

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

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

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

1.2 SUBMITTALS

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

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

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Payrolls and Basic Records

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

Progress Chart; G-AOF

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

Non-listed, Non-Commercially Active Stone or Material Source; G-ECD

If after award of a contract, the Contractor proposes to furnish stone, soil, granular or aggregate materials from non-listed, or non-commercially active sources, the following information and data for each non-listed or non-commercially active source of stone, soil, granular or aggregate material shall be furnished forty-five (45) or more calendar days prior to the date the Contractor is scheduled to obtain materials from such source(s).

a. Name and address (Property Owner).

b. Location, site map, and legal description (or appropriate substitute) of the area.

c. Previous land use information.

d. A topographic map of the area.

SECTION 01 35 13.10 Page 1

e. Photographs showing the area proposed for use.

f. Written permission of the owners of the proposed non-listed or non-commercially active sources(s).

g. Written permission of the owners of the access properties involved.

h. All data required to assess potential environmental impacts. This information is required in order to determine the necessity for environmental documentation for any non-commercially active, non-listed source(s).

i. Documentation of coordination of the use of proposed non-commercially active, non-listed source(s) with Federal, State and local agencies having an interest and furnish written approval of these agencies for use of such source(s).

(1) Field Supervisor, U.S. Fish and Wildlife Service, Ecological Services, 2651 Coolidge Road, East Lansing, Michigan 48823. Phone:

517-351-2555.

(2) Chief, Planning and Assessment Branch (ME-J19), U.S.

Environmental Protection Agency, 77 West Jackson Blvd., Chicago, Illinois 60604-3590.

(3) Chief, Land and Water Mgmt. Division, Michigan Department of Environmental Quality, P. O. Box 30458, Lansing, Michigan 48909.

(4) State Historic Preservation Officer, Michigan Bureau of History, 717 W. Allegan, Lansing, Michigan 48918-1800.

j. The proposed reduction, if any, in the applicable unit or lump-sum prices in the BIDDING SCHEDULE if the request were to be approved by the Government.

Utility Location Findings; G-AOF.

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

SD-07 Certificates

As-built Drawings; G-AOF.

Within thirty (30) 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 prints of the contract drawings marked in red. Following review and approval by the Government, the Contractor shall prepare electronic 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 of AutoCADD, 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.

SECTION 01 35 13.10 Page 2

1.3 REGULATORY REQUIREMENTS

1.3.1 Additional Work Proposed and Not Authorized

1.3.1.1 Work Subject to 33 CFR 320-330

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

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

WISCONSIN-MINNESOTA

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

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

1.3.1.2 Work Subject to 40 CFR 233

Contractor will need Wisconsin Department of Natural Resources certification in order to use the US Army Corps of Engineers permit in most cases. The US Army Corps of Engineers permit will identify if DNR approval is required. State law requires landowners to avoid wetlands whenever possible. To obtain DNR approval, Contractor will need to explain why they cannot avoid or minimize wetland impacts and that the project will not significantly impact wetland functions.

1.4 PROJECT SITE CONDITIONS

1.4.1 Condition and Use of Project Site

The drawings indicate elevations at the project site as found in condition surveys made as stated on the contract drawings. A notification of at least ten (10) 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."

SECTION 01 35 13.10 Page 3

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.

1.4.1.2 Site Access/Work and Storage Areas

Site Access/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. All site access/work and storage shall be restored to their original condition following construction. Any damage to these areas during contruction shall be repaired at the contractors expense.

1.4.1.3 Restoration

Areas disturbed by construction shall be restored with seed and topsoil as directed by the COR. Seed Mixture shall meet requirements of Wisconsin DOT Number 30 Mixture. 3" of topsoil shall be placed prior to seed. See 2014 WisDOT Standard Specifications, Sec 630 for turf establishment requirements.

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. The Contractor shall submit a utility locating plan for locating existing utilities and a copy of its utility location findings prior to commencing work on the site. Any utility lines which are not found by the Contractor, but which are known to exist at the project site, shall be reported to the Contracting Officer immediately. The Contracting Officer will have the option of directing commencement of work at the site or requiring the Contractor to submit further plans for locating the utility lines. Once the utilities have been located and marked, the Contractor shall be deemed to have the location made known to it pursuant to CLAUSE titled "PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS." If the Contractor damages any existing utility line, vegetation, structure, equipment or improvement, a report thereof shall be made immediately to the Contracting Officer. In any event, existing utility lines, vegetation, structures, equipment or improvements shall be protected from damage, and if damaged, shall be repaired by the Contractor at its own expense.

1.4.3 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.

SECTION 01 35 13.10 Page 4

1.4.4 Contract Supervision and Representation

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

1.4.5 Coordination with Others

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

1.5 TRAFFIC CONTROL

1.5.1 Traffice Control Plan

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

1.5.2 Residential/Business Entrances

Roadways are to remain open to local traffic. The Contractor is responsible to ensure that areas to be worked in are available (clear of obstructions, i.e., parked cars etc.) prior to starting work. It will not be the responsibility of the Government to move parked cars and no claim for delay or damage due to parked cars shall be allowed or brought against the Government.

1.5.3 Signage

The Contractor shall furnish all traffic control signage, barricades, lights and any other devices required for traffic control, the cost of which shall be included in the traffic control item. The Contractor shall be solely responsible for initiating, erecting, maintaining and supervising all traffic control in connection with the work. The Contractor shall comply with all applicable laws and regulations of any public body having jurisdiction for safety, Part IV of the Manual of Uniform Traffic Control Devices (MUTCD) "Standards and Guides for Traffic Control for Street and Highway Construction, Maintenance, Utility, and Incident Management Operations", and the basic requirements of these Contract Documents.

Roadways will remain open to local traffic. Traffic control shall consist of "Road Closed-Local Traffic Only" signage at all project entrances.

Provide, at a minimum, the aforementioned traffic control in addition to onsite protection around exposed structures.

1.6 LAYOUT OF WORK AND SURVEYS

1.6.1 Layout of Work

The Government has established bench marks and horizontal control points at the site of the work. Horizontal control points and descriptions of bench

SECTION 01 35 13.10 Page 5 marks are shown on the drawings or supplied by the Contracting Officer Representative (COR).

1.6.2 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. The Contractor shall obtain the services of a surveyor registered. All survey work shall meet the minimum requirements for third-order control in accordance with the American Congress on Surveying and Mapping, 1978 Edition, of "Definition of Surveying and Associated Terms, Appendix D, Tables I, II and III." All additional stakes and markers as may be necessary for control and guidance of the Contractor's construction operations shall be placed and established under the direction of the registered surveyor. 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.

1.6.3 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.

1.6.4 Verification

The Government may make checks as the work progresses to verify lines and grades established by the Contractor and to determine the conformance of the completed work as it progresses with the requirements of contract specifications and drawings. Such checking by the Contracting Officer or his or her representative shall not relieve the Contractor of its responsibility to perform all work in accordance with the contract drawings and specifications and the lines and grades given therein.

1.7 NOISE

The Contractor shall make an effort to keep noise to a minimum during construction.

1.8 EROSION CONTROL

All Erosion Control measures shall be installed prior to commencement of work. Additional Erosion Control measures found necessary by the Contracting Officer after commencement of work shall be installed promptly by the Contractor.

1.9 SURVEY MARKER SETTING

The Contractor shall notify the Brown County Surveyor a minimum of one week ahead of time for relocation of survey markers prior to construction.

SECTION 01 35 13.10 Page 6

Contact Brown County Surveyor, at (920) 448-6222.

1.10 SEQUENCING AND SCHEDULING

1.10.1 Extended Hours of Operations

When the Contractor elects to work more than 8 hours per day, Monday through Friday, on Saturdays, Sundays, federal holidays or nights when not prohibited herein, notice of 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.

1.10.2 Work Period Restrictions

In order to abate objectionable noise to the extent feasible, motorized construction equipment shall not be operated between the hours of 8:30 p.m.

and 6:00 a.m. without the prior written approval of the COR.

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

1.10.3 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 52.212-0003.)

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Use of Materials from Non-Listed, Non-Commercially Active Sources

If after award of the contract, the Contractor proposes to use stone from a source or sources other than approved commercially active sources or to use soil, granular or aggregate materials for fill from a non-commercially active source or sources, the Contractor shall submit data as required in the Paragraph entitled "SUBMITTALS". The data shall be accompanied by a request for approval.