W911SA-17-B-0026_Attachment_4_-_Specifications.pdf

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00 01 10 - 1 PROJECT TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS FOR CONSTRUCTION

REPAIR DIGESTER

FY 2016

FORT MCCOY, WISCONSIN

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 41 26.03 24 (WISCONSIN) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 01 32.05 REHABILATION OF WATER CONTROL JOINTS AND CRACKS

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 16 STRUCTURAL STAINLESS STEEL

DIVISION 09 - FINISHES

09 97 02.05 COATING: DIGESTER TANKS AND UNDERGROUND PIPING

09 97 13.17 THREE COAT EPOXY INTERIOR COATING OF WELDED STEEL PETROLEUM

FUEL TANKS

09 97 13.17 05 INTERIOR COATINGS OF PROCESS PIPING

09 97 13.27 05 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 11 16.00 20 FIBERGLASS REINFORCED PLASTIC (FRP) PIPING

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

00 01 10 - 2 PROJECT TABLE OF CONTENTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 16 00 GEODESIC DOME ROOF

33 30 00 YARD PIPING: SANITARY SEWERS

33 34 00 YARD PIPING: FORCE MAINS; SEWER

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 40 - PROCESS INTERCONNECTIONS

40 95 00 PROCESS CONTROL

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 51 00.00 10 JET AERATION SYSTEM FOR AEROBIC DIGESTERS

46 73 00.35 10 PROCESS PIPING, VALVES, SUPERNATANT DECANTER MECHANISM AND

MISCELLANEOUS APPURTENANCES

-- End of Project Table of Contents --

Repair Digester (FY16) - Fort McCoy, WI FM55

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11; OMA 1/15

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.1.4 Administrative Submittals

1.2 SUBMITTALS

1.3 ELECTRONIC SUBMITTALS

1.3.1 Exceptions

1.3.2 File Format

1.3.3 Digital File Naming

1.3.4 Content

1.3.5 Delivery

1.4 SUBMITTAL CLASSIFICATION

1.5 PREPARATION

1.5.1 Transmittal Form

1.6 VARIATIONS

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 SUBMITTAL ITEM PROCEDURES

1.8.1 "G-DO" or "G-AE" Submittals

1.8.2 Government Approved (G-AO/G-RO) and FIO Submittals

1.8.3 Certificates of Compliance

1.8.4 Purchase Orders

1.8.5 Operation and Maintenance Data/Manuals

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.11 DISAPPROVED OR REJECTED SUBMITTALS

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 APPROVED SAMPLES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11; OMA 1/15

PART 1 GENERAL

Attachments: Submittal Register ENG Form 4025, Transmittal Form

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 start of construction (work) Unless otherwise designated, the submittals listed below will be handled as Administrative Submittals.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Permits

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

SECTION 01 33 00 Page 3 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-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

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

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

SECTION 01 33 00 Page 4

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-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

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.

SD-11 Closeout Submittals

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

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

SECTION 01 33 00 Page 5

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

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

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.

1.1.4 Administrative Submittals

The submittal items listed below are not to be included on the Submittal Register (as discussed below). Unless directed otherwise by the Contracting Officer, the following administrative submittals are submitted to the Area or Resident (as directed) Office, for acceptance, via a Serial Letter: Submittal Register (this section), Quality Control Plans (Section 01 45 00.00 10 QUALITY CONTROL, Accident Prevention Plans (Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS, Revisions to Environmental Protection Plans (Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION) and other submittals as directed by the Contracting Officer. Format for the Serial Letter is as directed by the Area or Resident Office. Submit three (3) copies of administrative submittal items, unless directed otherwise.

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. Submit the following in accordance with this section.

Administrative Submittals

Submittal Register

1.3 ELECTRONIC SUBMITTALS

Electronic format will be utilized for submission of construction submittal items required by the specifications, including ENG Form 4025 Transmittal Form, with exceptions noted below.

1.3.1 Exceptions

Submit all SD-04 (Samples) submittals and other submittals, where noted in the specifications to be in physical, hard-copy form. Other known exceptions include: Operation and Maintenance Data/Manuals. Number of hard copies shall be as required in the "SUBMITTAL ITEM PROCEDURES" paragraph below.

1.3.2 File Format

Electronic submittals may be submitted by any means readily accessible to the Government including, but not limited to, the following:

SECTION 01 33 00 Page 6

a. E-mails with text and all attachments less than or equal to 14MB in size. The Government IT system does not currently support e-mail transmissions of greater than 14MB. Should this e-mail transmission size limitation change during the course of the Contract, larger e-mail transmissions may become acceptable, but no time extensions will be granted for transmission errors resulting from oversized email attachments.

b. Internet Secure File Transfer Protocol (FTP) systems compatible with Government IT systems.

c. Mailed CD-ROM or DVD-ROM media.

d. Contractor-funded file sharing website compatible with Government IT systems.

e. Any other secure, Government-approved means of transmitting digital media.

Means of transfer must provide documents freely accessible to the Government. If the means of transfer is by e-mail, FTP repository, or similar, files shall be capable of being downloaded without errors or disruption. Regardless of the method of transfer, the files shall be able to be archived on Government IT systems without error or restriction.

Once provided, all submittal documents shall become Government property.

ZIP-file or similar archives requiring a password for access to the archive are permissible provided the password for the archive is static, permanent, not use-limited, and provided to the Government at the time of transmission. Any individual files provided electronically to the Government in 'SECURED' format, password-protected, or utilizing any other such method of file restriction shall be deemed defective and returned to the Contractor for correction. Regardless of errors encountered during the electronic submittal process the Contractor shall be responsible for delays resulting from the inadequacy of media delivery method, file-formatting, or file restriction issues. No time extensions will be granted for delays resulting from improper file formatting, file restrictions, or inadequate file transfer methods.

Discussion and decisions on a consistent Means of transfer throughout the duration of the project will be made at the pre-construction conference.

The format of electronic submittals is Adobe Acrobat Portable Document Format (PDF), compatible with Adobe X, unless agreed to and directed otherwise by the Contacting Officer's Representative. For As-built drawings, see Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.3.3 Digital File Naming

Label and name electronic files delivered to the Government in a manner that is logical and consistent throughout the duration of the project. A file naming convention that clearly indicates the transmittal number, component of submittal, and revision number associated with the submittal will be discussed and confirmed at the pre-construction kickoff conference.

1.3.4 Content

Submit one (1) set of readily copied and legible electronic documents and associated matching ENG Form 4025 Transmittal Form. Duplicate copies of electronic submittals are not desired. Content and format of the electronic submittal shall conform to all requirements listed herein. Delivery methods of both electronic and hard-copy submittals shall remain consistent throughout the duration of the Contract, in compliance with Contract specifications.

SECTION 01 33 00 Page 7

1.3.5 Delivery

Delivery of submittals will be similar to those described in the "SUBMITTAL ITEM PROCEDURES" paragraph below. Notifications of file transfers will be sent to the Government recipients listed below. The means of contact and notification by mail or email will be coordinated and confirmed at the pre-construction conference.

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

Unless directed otherwise, the words "Government Approval" associated with "G" designated submittals are interpreted in the context of the below defined submittal types. Submittal Reviewers include the following:

DO - District Office AE - Architect Engineer CR - Government Conformance Review DA - Designer of Record AO - Area Office or other designated Government Office RO - Resident Office

1.5 PREPARATION

1.5.1 Transmittal Form

1.6 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.

1.6.1 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.

1.6.2 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, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

SECTION 01 33 00 Page 8

1.6.3 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.

1.6.4 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. The Government will provide the initial submittal register 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, 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.

SECTION 01 33 00 Page 9

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.

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 SUBMITTAL ITEM PROCEDURES

1.8.1 "G-DO" or "G-AE" Submittals

Except as noted below, all "G-DO" or "G-AE" hard copy submittals are to be submitted in three (3) copies. All three (3) copies are to be mailed directly to the addressee shown below using the transmittal form.

Additionally, submit one (1) copy of the transmittal form to the Area Engineer or Resident Engineer (as directed). See paragraph: ELECTRONIC SUBMITTALS for submittal items being transmitted electronically.

SECTION 01 33 00 Page 10

Technical Reviewer

District Office(DO) Russell Matthews U.S. Army Corps of Engineers Omaha District Attn: CENWO-CD-S-TS 1616 Capitol Ave Omaha, NE 68102-4901

Electronic Submittals and e-mail notifications of Electronic Submittals posted to AMRDEC SAFE or other FTP repositories should be sent to Russell Matthews at the following e-mail address:

CENWO.ConstructionSubmittal@usace.army.mil

Items not to be submitted in multiples, such as samples and test cylinders, are to be submitted to the Area or Resident Engineer (as directed), accompanied by three (3) copies of the transmittal form.

Hard Copy Drawings: Submit each required submittal, which is in the form of a drawing, as three (3) prints of the drawing. Drawing prints are to be either blue or black line permanent-type prints on a white background or blueprint and shall be sufficiently clear and suitable for making legible copies.

All hard copy submittals must be presented such that they fit into a standard size (letter) cabinet file drawer. Larger drawings must be folded to fit and not rolled. See paragraph: ELECTRONIC SUBMITTALS above for electronic submittals.

Catalog cuts and other descriptive data which have more than one model, size, or type or which shows optional equipment must be clearly marked to show the model, size, or type and all optional equipment which is provided. Submittals on component items forming a system or that are interrelated are to be submitted at one time as a single submittal in order to demonstrate that the items have been properly coordinated and will function as a unit.

1.8.2 Government Approved (G-AO/G-RO) and FIO Submittals

Except as noted below, data for all Government Approved submittal items are to be submitted in three (3) copies (hard copy submittals) to theArea or Resident Engineer (as directed). All three (3) copies are to be submitted using the transmittal form. Items not to be submitted in multiples, such as samples and test cylinders, are to be submitted to the Area or Resident Engineer (as directed) accompanied by three (3) copies of the transmittal form.

Except as noted below, data for all items listed as "FIO" Submittals in the various sections are to be submitted in three (3) copies (hard copy submittals). All three (3) copies are to be submitted to the Area or Resident Engineer (as directed) using the transmittal form. Items not to be submitted in multiples, such as samples and test cylinders, are to be submitted to the Area or Resident Engineer (as directed) accompanied by three (3) copies of the transmittal form.

All hard copy submittals must be presented such that they fit into a standard sizse (letter) cabinet file drawer. Larger drawings must be

SECTION 01 33 00 Page 11 folded to fit and not rolled. See paragraph: ELECTRONIC SUBMITTALS above for electronic submittals.

All submittals must be reviewed and approved by the Contractor's Quality Control Representative prior to submittal to the Government.

The Government has the option to review any For Information Only submittals.

1.8.3 Certificates of Compliance

Each certificate must be signed by an official authorized to certify in behalf of the manufacturing company and contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates must contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies. Certification is not to be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.8.4 Purchase Orders

Copies of purchase orders are to be furnished to the Contracting Officer when the Contractor requests assistance for expediting deliveries of equipment or materials, or when requested by the Contracting Officer for the purpose of quality assurance review. Each purchase order issued by the Contractor or his subcontractors for materials and equipment to be incorporated into the project are to (1) be clearly identified with the applicable DA contract number, (2) carry an identifying number, (3) be in sufficient detail to identify the material being purchased, (4) indicate a definite delivery date, and (5) display the DMS priority rating, if applicable.

1.8.5 Operation and Maintenance Data/Manuals

Where required by various technical sections, operations and maintenance data/manuals are to be provided by the Contractor in one (1) hard copy and three (3) separate electronic copies (three (3) CD-ROM copies), unless directed otherwise. Provide legible hard copies of the operations and maintenance data that are assembled in three-ring binders with index and tabbed section dividers and having a cover indicating the contents by equipment or system name and and include the project title and location.

The legible electronic copies of the operation and maintenance data on the CD-ROMs are to be in a Adobe Acrobat .PDF format (Version 9.0) and be organized using bookmarks that define the contents by equipment or system name and includes Project Name and Location, unless directed otherwise by the Contracting Officer. Include the same information on the CD-ROM cover. Operation and maintenance data for mechanical and electrical systems are to be submitted for approval to the Contracting Officer 90 days prior to final tests of these systems, unless otherwise specified. Each operation and maintenance manual must contain a copy of all warranties .

If field testing requires these copies to be revised, they are to be updated and resubmitted for approval within 10 calendar days after completion of tests. The Operations and Maintenance Data are to be shown as a separate activity on the Contractor prepared construction schedule bar chart or Network Analysis System (Project Schedule).

SECTION 01 33 00 Page 12

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Allow a minimum of 20 calendar days exclusive of mailing for any Government reviews and approvals, unless directed otherwise. 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 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. All copies of the approved submittal will be retained by the Contracting Officer, except for two (2) copies of the submittal will be returned to the Contractor for hard copy submittals.

For electronic submittals, see paragraph: ELECTRONIC SUBMITTALS above.

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.

SECTION 01 33 00 Page 13

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

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 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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 14

-- End of Section --

SECTION 01 33 00 Page 15

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 21 PAGES

Repair Digester (FY16) - Fort McCoy, WI

01 41 26.03 24 SD-01 Preconstruction Submittals 3.2.1Notice of Intent 3.2.2Construction Site Erosion Control

Plan 3.2.4Inspection Reports 3.2.7Notification of Noncompliance 3.2.8Notice of Termination

01 57 23 SD-07 Certificates 2.1.3Mill Certificate or Affidavit

01 78 23 SD-10 Operation and Maintenance Data

1.3O&M Database

GRO

3.1.1Training Plan 3.1.3Training Outline 3.1.2Training Content

SD-11 Closeout Submittals 3.1.4Training Video Recording

GRO

3.1.6Validation of Training Completion

02 41 00 SD-01 Preconstruction Submittals

1.2.1 G DODemolition Plan

3.1.4 G DOStructure 62 Geodesic Dome

Roof 1.10Existing Conditions

SD-07 Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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

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02 41 00 1.7 G PONotification SD-11 Closeout Submittals Receipts

03 01 32.05 SD-01 Preconstruction Submittals G GAWork Plan

1.7.4 G GAWater Control Plan

1.6.1.1Contractor Qualifications 1.6.1.2Worker Qualifications

G GATank Repair Plan SD-03 Product Data

1.6.4Hydrophobic Polyurethane Resin Chemical Grout

1.6.5.1Hydrophobic Polyurethane Resin Chemical Grout

2.1.2.1Hydrophobic Polyurethane Resin Chemical Grout

Testing Technicians 2.2.4Grout Injection Equipment 2.1.4Injection Packers 2.1.3Epoxy Grout for Injection Packers

SD-04 Samples 1.6.4Repair material mixture proportioning SD-06 Test Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 21 PAGES

03 01 32.05 Hydrophobic Polyurethane Resin Chemical Grout Records of Performance (if substituting)

SD-08 Manufacturer’s Instructions Hydrophobic Polyurethane Resin Chemical Grout Manufacturer's Instructions

1.6Manufacturer's Material Safety Data Sheets

03 30 53 SD-02 Shop Drawings

1.4 GInstallation Drawings

SD-03 Product Data 2.2.3.1Air-Entraining Admixture 2.2.3.2Water-Reducing or Retarding

Admixture 2.2.9Curing Materials 2.2.6Joint Sealants - Field Molded

Sealants Batching and Mixing Equipment

3.2Conveying and Placing Concrete 2.2.7Formwork

2.3 GMix Design Data

2.3Ready-Mix Concrete 2.4.1Curing Compound

SD-06 Test Reports 2.2.2Aggregates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 21 PAGES

03 30 53 2.1.3 GConcrete Mixture Proportions

3.8.3 GCompressive Strength Testing

3.8.3 GSlump

3.8.3Air Content 2.2.4Water

SD-07 Certificates 2.2.1Cementitious Materials 2.2.2Aggregates 2.3Delivery Tickets

SD-08 Manufacturer’s Instructions 2.4.1Curing Compound

05 50 16 SD-02 Shop Drawings G DOAngles and Plates

09 97 02.05 SD-01 Preconstruction Submittals

1.2 G RESafety, Health, and

Environmental Requirements

1.2.1 G RESafety Plan

1.2.1.6 G REConfined Spaces Plan

1.2.1.7 G RERespiratory Protection Plan

1.2.2.1 G REAirborne Sampling Plan

1.2.1 G REVentilation Assessment Plan

1.2.2 G REMedical Surveillance Plan

1.2.2.2 G REWorker Protection Plan

1.2.3 G REEnvironmental Protection Plan

3.5Temperature Control Plan or

Primer

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 21 PAGES

09 97 02.05 1.2.3.1 G REWaste Manifest

1.2.3.1 G REWaste Disposal Plan

1.2.3.2 G REContainment Plan

1.2.7 G DOEnvironmental Control System

1.2.3.3 G REVisible Emissions Monitoring

Plan

1.2.3.7 G RESoil Quality Plan

SD-03 Product Data Part 2 G DOManufacturer's Product Data

Sheet G DOPolyurea G DOSystem 33 Modified- Polyurea

2.2.2.1 G DOEpoxy Primer

2.2.2.2 G DOPolyurea Thick Film Coating

G DOSystem 34 Modified- Moisture Tolerant Epoxy Mortar (Series 434 Tenemic) or 5900 Duraplate Modified With Aggregate.

SD-04 Samples Part 2 G DOProduct Samples

2.1 G DOSpecial Paint Formulas

G DOSolvent and Thinners SD-06 Test Reports

1.2.3.5 G RETSP Test Report

1.2.3.7 G RESoil Quality Test Report

3.4 G DOInspection Reports

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09 97 02.05 1.2.2.2 G REMedical Status Report

1.2.2.3 G REChange in Medical Status Report

1.2.2.1 G REAir Monitoring Test Plan

1.2.2.1 G REAir Monitoring Test Report

3.3.5.7 G DOIndex Tests

3.3.6.6 G DOIndex Tests

SD-07 Certificates

1.4.2 G DOCertified Lead Laboratory

1.4.3 G DOSSPC QP 1 Certificate

1.4.9 G DOCoating Thickness Gage

Qualification

1.4.4 G DOQualified Paint Applicator

1.4.5 G DOQualifications of Individuals

Operating Plural Component Equipment

1.4.6 G DOQualifications of Testing

Laboratory for Coatings

1.4.7 G DOQualifications of Testing

Laboratory for Abrasive

1.4.8 G DOQualifications of Coating

Contractors

SD-08 Manufacturer’s Instructions Recoat Windows Epoxy & Polyurea

09 97 13.17 SD-05 Design Data 1.4.4.1Environmental Control System

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 7 OF 21 PAGES

09 97 13.17 1.4.4.2 GUse of Door Sheet Access Way SD-06 Test Reports

1.4.5.1Metallic Abrasive Qualification Test Reports

3.3.3Coating Sample Test Reports 3.3.4Abrasive Sample Test Reports 3.12.2.2Inspection Report Forms 3.12.2.3Daily Inspection Reports 1.4.5.2Recycled Metallic Abrasive Field

Test Reports (Daily and Weekly) SD-07 Certificates

1.4.1Contract Errors, Omissions, and Other Discrepancies

1.4.2.1Corrective Action Procedures 1.4.3Coating Work Plan 1.4.6.1Qualifications of Certified

Industrial Hygienist (CIH) 1.4.6.5Qualifications Of Individuals

Performing Abrasive Blasting 1.4.6.2Qualifications of Certified

Protective Coatings Specialist

(PCS)

1.4.6.3Qualifications of Coating Inspection Company

1.4.6.4Qualifications of QC Specialist Coating Inspector

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 21 PAGES

09 97 13.17 1.4.6.6Qualifications of Testing Laboratory for Coatings

1.4.6.7Qualifications of Testing Laboratory for Abrasive

1.4.6.8Qualifications of Coating Contractors

1.4.6.9Roof Joint Sealant Materials 1.4.6.10Roof Joint Sealant Compatibility 1.4.6.11Epoxy Coating Materials 1.4.6.12Non-metallic Abrasive 1.4.6.13Metallic Abrasive

SD-08 Manufacturer’s Instructions 1.5.1Roof Joint Sealant Instructions 1.5.2Coating System Instructions

SD-11 Closeout Submittals

3.9.6 GDisposal of Used Abrasive

3.12.2.4 GInspection Logbook

09 97 13.17 05 SD-05 Design Data 1.4.4.1Environmental Control System 1.4.5.1Metallic Abrasive Qualification

Test Reports 3.2.3Coating Sample Test Reports 3.2.4Abrasive Sample Test Reports 3.9.2.2Inspection Report Forms 3.9.2.3Daily Inspection Reports

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 21 PAGES

09 97 13.17 05 1.4.5.2Recycled Metallic Abrasive Field Test Reports (Daily and Weekly)

SD-07 Certificates 1.4.1Contract Errors, Omissions, and

Other Discrepancies 1.4.2.1Corrective Action Procedures 1.4.3Coating Work Plan 1.4.6.1Qualifications of Certified

Industrial Hygienist (CIH) 1.4.6.5Qualifications Of Individuals

Performing Abrasive Blasting 1.4.6.2Qualifications of Certified

Protective Coatings Specialist

(PCS)

1.4.6.3Qualifications of Coating Inspection Company

1.4.6.4Qualifications of QC Specialist Coating Inspector

1.4.6.6Qualifications of Testing Laboratory for Coatings

1.4.6.7Qualifications of Testing Laboratory for Abrasive

1.4.6.8Qualifications of Coating Contractors

1.4.6.9Epoxy Coating Materials 1.4.6.10Non-metallic Abrasive

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09 97 13.17 05 1.4.6.11Metallic Abrasive SD-08 Manufacturer’s Instructions Roof Joint Sealant Instructions

1.5.1Coating System Instructions SD-11 Closeout Submittals

3.7.6 G REDisposal of Used Abrasive

3.9.2.4 G REInspection Logbook

09 97 13.27 05 SD-05 Design Data 1.4.4.1Containment System

SD-06 Test Reports 1.4.5.1Coatings Qualification Test

Reports 1.4.5.2Metallic Abrasive Qualification

Test Reports 3.1.3Coating Sample Test Reports 3.1.4Abrasive Sample Test Reports 3.8.2.2Inspection Report Forms 3.8.2.3Daily Inspection Reports 1.4.5.3Recycled Metallic Abrasive Field

Test Reports (Daily and Weekly) SD-07 Certificates

1.4.1Contract Errors, Omissions, and Other Discrepancies

1.4.2.1Corrective Action Procedures 1.4.3Coating Work Plan

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09 97 13.27 05 1.4.6.1Qualifications of Certified Industrial Hygienist (CIH)

1.4.6.5Qualifications Of Individuals Performing Abrasive Blasting

1.4.6.2Qualifications of Certified Protective Coatings Specialist

(PCS)

1.4.6.3Qualifications of Coating Inspection Company

1.4.6.4Qualifications of QC Specialist Coating Inspector

1.4.6.6Qualifications of Testing Laboratory for Coatings

1.4.6.7Qualifications of Testing Laboratory for Abrasive

1.4.6.8Qualifications of Coating Contractors

Joint Sealant Materials 1.4.6.9Coating Materials 1.4.6.10Coating System Component

Compatibility 1.4.6.11Non-metallic Abrasive 1.4.6.12Metallic Abrasive

SD-08 Manufacturer’s Instructions Joint Sealant Instructions

1.5.1 G GACoating System Instructions

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 21 PAGES

09 97 13.27 05 SD-11 Closeout Submittals 3.5.6Disposal of Used Abrasive

3.8.2.4 G GAInspection Logbook

23 11 16.00 20 SD-01 Preconstruction Submittals

1.3.1 G DOQualifications of Manufacturer

1.3.2 G DOManufacturer's Sample Warranty

SD-02 Shop Drawings 2.1FRP piping system

SD-03 Product Data 2.1.1FRP pipe and fittings 3.1.3Adhesive

SD-06 Test Reports 3.3.3.1Initial pneumatic test 3.3.3.2Second pneumatic test 3.3.3.3Operational test

SD-07 Certificates 1.3.2List of qualified installers 1.3.3Final certification of FRP pipe system SD-11 Closeout Submittals

1.3.4Daily reports

3.4.1 G POManufacturer's Warranty

26 20 00 SD-02 Shop Drawings

2.14 G DOMotor control centers

SD-03 Product Data

2.9.3 G DOCircuit breakers

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 13 OF 21 PAGES

26 20 00 2.13 G DOMotor controllers 26 28 01.00 10 SD-03 Product Data

2.8Fault Current Analysis Protective Device Coordination Study; G, RO

2.1Equipment 1.4.1System Coordinator

Protective Relays Installation; G, RO

SD-06 Test Reports Field Testing; G, RO

SD-07 Certificates Devices and Equipment; G, RO

26 42 14.00 10 SD-02 Shop Drawings

1.3.6 G DODrawings

2.1.1 G DOContractor's Modifications

SD-03 Product Data

2.1 GEquipment

1.5Spare Parts

SD-06 Test Reports

3.5 G ROTests and Measurements

2.1.1 G DOContractor's Modifications

SD-07 Certificates 2.1Cathodic Protection System

1.3.1 G ROServices of 'Corrosion Expert'

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 14 OF 21 PAGES

26 42 14.00 10 SD-10 Operation and Maintenance Data

2.1 G DOCathodic Protection System

3.6 G ROTraining Course

27 10 00 SD-02 Shop Drawings

1.6.1.1 GTelecommunications drawings

SD-03 Product Data

2.3 GTelecommunications cabling

GPatch panels

2.4.1 GEquipment support frame

2.4.2 GConnector blocks

SD-06 Test Reports

3.5.1 GTelecommunications cabling

testing SD-07 Certificates

1.6.2.1 GTelecommunications Contractor

1.6.2.2 GKey Personnel

1.6.2.3 GManufacturer Qualifications

1.6.3 G GTest plan

SD-09 Manufacturer’s Field Reports

2.11.1 GFactory reel tests

SD-10 Operation and Maintenance Data

1.10.1 GTelecommunications cabling and

pathway system

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 15 OF 21 PAGES

27 10 00 SD-11 Closeout Submittals GRecord Documentation

31 00 00 SD-01 Preconstruction Submittals GShoring and Sheeting Plan

1.3.3 GDewatering Work Plan

SD-03…