JDGTRE26_SPECS_ADV.pdf

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Attached to
USACE NWP, John Day Track Wheels Purchase Federal contract opportunity
Solicitation number
W9127N26QA001
Issued by
Department of the Army Corps of Engineers Engineering District Portland

About this file

This is a solicitation (W9127N26QA001) for the John Day Lock and Dam Downstream Gate Trackwheel Replacement project located in Klickitat County, Washington. The project involves the fabrication, assembly, and delivery of eight stainless steel trackwheel assemblies with specific requirements, including polymer-coated bronze-backed self-lubricated bushings, alignment bushings, and clamp plates. The components will be delivered to the John Day Dam Navigation Lock near Rufus, Oregon.

The solicitation includes detailed specifications across multiple sections covering general requirements, metals fabrication, and waterway construction. Key technical requirements include using Failure Critical Bearing (FCB) materials with specific performance criteria, such as operating temperature range, bearing pressure, and material composition. The project mandates precise fabrication tolerances, surface finishes, and extensive documentation, including shop drawings, material certifications, test reports, installation plans, and post-assembly quality control reports. Contractors must demonstrate specialized experience in manufacturing heavy machinery components with complex self-lubricated bearing systems.

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SOLICITATION

W9127N26QA001

John Day Lock and Dam Klickitat County, Washington

Navigation Downstream Gate Trackwheel Replacement- Supply

Project Manual

John Day Navlock Downstream Gate Trackwheel Replacement

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

DIVISION 05 - METALS

05 50 14.00 25 STRUCTURAL METAL FABRICATIONS

05 50 15.00 25 CIVIL WORKS FABRICATIONS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 05 40.17 25 SELF-LUBRICATED MATERIALS, FABRICATION, HANDLING, AND

ASSEMBLY

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION C-1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Delivery Location

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.00 25 Page 1

SECTION C-2

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

This work includes the fabrication, assembly, and delivery of eight stainless steel trackwheel assemblies and associated spare components, utilizing polymer-coated bronze-backed self-lubricated bushings, alignment bushings, and clamp plates as shown in the contract drawings for use at the John Day Dam navigation lock downstream gate.

1.1.2 Delivery Location

John Day Dam Navigation Lock, near Rufus, OR, at the address provided in the Statement of Work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

<CTR> -- End of Section --</CTR>

SECTION 01 11 00.00 25 Page 2

SECTION C-3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTAL DESIGNATION

1.5 SUBMITTAL REGISTER

1.5.1 Maintain Submittal Register

1.5.2 Use of Submittal Register

1.5.3 Government Approved Submittals

1.5.3.1 Quantity of Submittals

1.5.3.2 Processing of "G" Submittals.

1.5.4 Information Only Submittals

1.5.4.1 General

1.5.4.2 Processing of Information Only Submittals

1.6 SUBMITTAL COORDINATION

1.6.1 Submittal Coordination Meeting

1.6.2 Submittal Register ENG Form 4288-R

1.6.3 Submittal Register Updates

1.7 SCHEDULING

1.8 SUBMITTAL PROCEDURES

1.8.1 e-Submittals

1.8.2 Approval of Submittals by the Contractor

1.8.3 Drawings

1.8.3.1 Printed Material

1.9 SAMPLES REQUIRING LABORATORY ANALYSIS

1.10 SAMPLES REQUIRING VISUAL INSPECTION

1.11 PURCHASE ORDERS

1.12 CERTIFICATES OF COMPLIANCE

1.13 DISAPPROVED SUBMITTALS

1.14 APPROVED SUBMITTALS

1.15 APPROVED SAMPLES

1.16 CONTRACTOR'S FILES

1.17 PAYMENT

1.18 WITHHOLDING OF PAYMENT

1.19 CONTRACTOR APPROVAL STAMP

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 33 00 Page 1

SECTION C-4

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION C-5

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. Make submittals as required by the Specifications. The Contracting Officer (CO) may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective Sections.

b. Use the same units of weights and measures on all submittals as those used in the Contract Drawings.

c. Each submittal must be complete and in sufficient detail to allow ready determination of compliance with Contract requirements.

d. Check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the Contract requirements must be clearly identified. Submittals must include 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.

e. Submittals requiring Government approval must be scheduled and approved prior to the acquisition of the material or equipment covered thereby.

f. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

g. Submittals requiring professional licensure, signature, and stamp must comply with all State professional licensing and registration requirements.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this Section:

SD-01 Preconstruction Submittals

Submittal Register; G

SD-07 Certificates

Authorized Shop Drawing Approvers

SECTION 01 33 00 Page 3

SECTION C-6

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical Sections and in the preliminary submittal register (ENG Form 4288-R, Attachment A1).

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

SD-01 Preconstruction Submittals

a. Submittals required prior to start of work. Includes, but not limited to: assembly and installation plan, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

a. 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.

b. Warranty language when the Contract requires extended product warranties.

SD-06 Test Reports

a. 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 accordance with specified requirements. (Testing must have been within three years of date of Contract award for the project.)

b. 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.

c. 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.

d. Investigation reports.

e. Daily logs and checklists.

SECTION 01 33 00 Page 4

SECTION C-7

f. Final acceptance test and operational test procedure.

g. Any reports required by the CO or designated representative to assure successful completion of tasks during the life of the Contract.

SD-07 Certificates

a. 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.

b. 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.

c. Confined space entry permits.

d. Text of posted operating instructions.

SD-09 Manufacturer's Field Reports

a. 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.

b. Factory test reports.

SD-10 Operation and Maintenance Data

a. 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.

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

1.3.2 Approving Authority

Office or designated person authorized to approve submittal.

1.3.3 Work

As used in this Section, 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.

SECTION 01 33 00 Page 5

SECTION C-8

1.4 SUBMITTAL DESIGNATION

Submittals are classified as follows:

a. Government Approved (G). Government approval is required for critical materials, deviations, an "or equal" decision, equipment whose compatibility with the entire system must be checked, and other items as designated by the CO.Within the terms of Section Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings".

b. Information Only. Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause 52.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, these submittals are not considered to be "shop drawings".

1.5 SUBMITTAL REGISTER

1.5.1 Maintain Submittal Register

a. Prepare and maintain Submittal Register, ENG Form 4288-R, see Section 01 45 00.15 25, RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM), 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. This list may not be all inclusive and additional submittals may be required. Do not preassign transmittal numbers when preparing the submittal register. The preliminary and then the approved submittal register will become the scheduling documents and will be updated monthly and used to control submittals throughout the life of the Contract.

b. The Government will provide the preliminary submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists Specification Section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, 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.

c. Thereafter, 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.

1.5.2 Use of Submittal Register

Submit submittal register with project schedule and QC plan. Verify that all submittals required for work are listed and add missing submittals.

Coordinate, update, and complete the fields on the submitted register in RMS CM with the project schedule and QC plan.

SECTION 01 33 00 Page 6

SECTION C-9

1.5.3 Government Approved Submittals

1.5.3.1 Quantity of Submittals

SD-01, SD-02, SD-03, and SD-05 through SD-11 submittals: Upload submittals with corresponding ENG 4025-R trasnmittal forms as outlined in Paragraph entitled E-SUBMITTALS. SD-04 submittals: Submit two samples of "G" submittals with two corresponding ENG 4025-R transmittal forms, unless otherwise specified. Upon completion of review, "G" submittal copies will be marked with an action code, dated, electronically signed, and electronically returned to the Contractor as specified below:

1.5.3.2 Processing of "G" Submittals.

a. Submittals will be reviewed and processed as follows:

(1) Approved as Submitted (Action Code "A"): Submittals which can be approved without correction will be stamped "Approved" and returned electronically to the Contractor.

(2) Approved, Except as Noted on Drawings (Action Code "B"):

Submittals which have only minor discrepancies will be annotated in red to indicate necessary corrections. Marked material will be stamped "Approved Except as Noted" and returned electronically to the Contractor for correction.

(3) Approved, Except as Noted on Drawings, Resubmission Required (Action Code "C"): Submittals which are incomplete or require more than minor corrections will be annotated in red to indicate necessary corrections. Marked material will be stamped "Approved Except as Noted - Resubmission Required" and returned electronically to the Contractor for correction. Resubmittal of only those items needing correction required.

(4) Will be Returned by Separate Correspondence (Action Code "D"): Submittals will be addressed by Serial Letter and the Contractor must respond according to instructions in the letter.

(5) Disapproved (Action Code "E"): Submittals which are fundamentally in error, cover wrong equipment or construction, or require extensive corrections, will be returned to the Contractor stamped "Disapproved." Submittal will be returned electronically to the Contractor and an explanation will be furnished on the submitted material or on ENG Form 4025-R indicating reason for disapproval. Complete resubmittal required.

(6) Receipt Acknowledged (Action Code "F"): Submittals stamped "Receipt Acknowledged" are complete and returned electronically to the Contractor.

(7) Other (Specify) (Action Code "G"): Submittals requiring other specific action will be stamped "Other (Specify)" and returned with a description in the Remarks section. Submittal will be returned electronically to the Contractor. Resubmittal of only those items needing correction required.

(8) Receipt Acknowledged, Does Not Comply (Action Code "X"):

Submittals which have been received but do not comply with Contract requirements. Submittal will be returned electronically

SECTION 01 33 00 Page 7

SECTION C-10

to the Contractor stamped "Receipt Acknowledged, Does Not Comply" and an explanation will be furnished. Corrective action and resubmittal required.

b. Resubmittal will not be required for approved submittals unless subsequent changes are made by Contractor or by Contract modification.

For submittals required to be resubmitted, make corrections required, note any changes by dating the revisions to correspond with the change request date, and promptly resubmit the corrected material.

Resubmittals must be associated with the "parent" by use of sequential numbers (for example, resubmittal of transmittal 8 will be 8.1, 8.2, etc). Government costs incurred after the first resubmittal may be charged to the Contractor.

1.5.4 Information Only Submittals

1.5.4.1 General

Upload submittal with corresponding ENG 4025 forms as outlined in Paragraph entitled E-SUBMITTALS. Normally information only submittals will not be returned. Government approval is not required on information only submittals. These submittals will be used for information purposes. 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 CO 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.

1.5.4.2 Processing of Information Only Submittals

Submit information only submittals electronically prior to delivery of the material or equipment to the job site. ENG Form 4025-R must be marked with the words "Contractor approved - information copy only" in the REMARKS block of the form. Submittals will be monitored and spot checks made.

When such checks indicate noncompliance, the Contractor will be notified by the same method used for Government Approval submittals. Resubmittal of nonconforming information only submittals must be reclassified Government Approval ("G") and re-submitted electronically for approval.

1.6 SUBMITTAL COORDINATION

1.6.1 Submittal Coordination Meeting

Meet with the CO, after the preconstruction conference and before any submittals are sent to the CO, to further develop the preliminary submittal register (ENG Form 4288-R). During the meeting identify and group all required items into the categories as shown in Paragraph entitled SUBMITTAL

DESIGNATION.

1.6.2 Submittal Register ENG Form 4288-R

Coordinate the submittal register with the progress schedule and submit within 30 days of Notice to Proceed. In preparing the final document, allow a minimum of 30 days for review and approval, and possible resubmittal of each item on the register.

SECTION 01 33 00 Page 8

SECTION C-11

1.6.3 Submittal Register Updates

The CQC System Manager must review the listing at least every 30 days and take appropriate action to maintain an effective system. Submit copies of updated or corrected listings to the CO at least every 30 days in the quantity specified.

1.7 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Adequate time (a minimum of 30 calendar days) must be allowed and shown on the register for Government review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

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

b. Submittals called for by the Contract documents must be listed on the register. Approval by the CO does not relieve the Contractor of supplying submittals required by the Contract documents but which have been omitted from the register.

c. Re-submit register and annotate monthly 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".

1.8 SUBMITTAL PROCEDURES

Upload submittals in accordance with subparagraphs entitled Government Approved Submittals and Information Only Submittals, unless indicated otherwise in the technical specifications. Submit a complete collated "reviewers copy" with one ENG 4025-R form and attachments (not originals).

Submit hard copy and electronic copies of Record (as-built) Drawings and O&M Manuals in accordance with the applicable Specification Sections.

1.8.1 e-Submittals

The intent of electronic submittals is to expedite the construction process by reducing paperwork, improving information flow, and decreasing turnaround time. Transmit all submittals, including either an electronically signed or signed scanned copy of form ENG 4025, to the Government electronic (PDF) format via email or other secure internet accessible service such as ShareFile, ProCore, Submittal Exchange, or a FTP site that utilize 256-bit SSL encryption and hosted as SAS70 Type II compliant data centers. Submittals must be entered and tracked using RMS CM (see Section 01 45 00.15 25, RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM). At completion of Contract closeout, provide a minimum of two archival files that include all documents and tracking logs. Color samples, color charts, or physical material samples shall not be transmitted electronically. E-Submittals will not relieve the Contractor from following all applicable requirements within this and other Specifications Sections and Contract Clauses.

SECTION 01 33 00 Page 9

SECTION C-12

1.8.2 Approval of Submittals by the Contractor

a. Submit names and titles of Contractor Authorized Shop Drawing Approvers to the CO with the ENG Form 4288-R. Supplier or subcontractors certifications are not acceptable as meeting this requirement.

b. Before submittal to the CO, the Contractor's Authorized Shop Drawing Approvers must review and correct shop drawings prepared by subcontractors, suppliers, and itself, for completeness and compliance with Drawings and Specifications. Do not use red markings for correcting material to be submitted. Red markings are reserved for CO's use.

c. Submittals for Government Approval must first be Contractor-approved and stamped, see Paragraph entitled CONTRACTOR APPROVAL STAMP.

d. Submittals not conforming to the requirements of this Section will be returned to the Contractor for correction and resubmittal.

1.8.3 Drawings

Each drawing must be not larger than D size (22 inches high by 34 inches wide), include a title block in lower right hand corner, and a 3- by 4-inch clear area adjacent. The title block must contain vendor's name, Contract number, description of item(s), Contract line item number, and a revision block. Separate drawings are required for each Contract line item. Where drawings are submitted for assemblies of more than one piece of equipment or systems, of components dependent on each other for compatible characteristics, complete information must be submitted on all such related components at the same time. The information must be complete and the sequence of drawing submittal must be such that all information is available for reviewing each drawing. Drawings for all items and equipment, of special manufacture or fabrication, must consist of complete assembly and detail drawings. All revisions after initial submittal must be shown by number, date, and subject in revision block. Any drawing submitted, that is not of satisfactory quality, will be returned and must be corrected and re-submitted.

1.8.3.1 Printed Material

All requirements for shop drawings apply to catalog cuts, illustrations, printed specifications, or other data submitted, except the 3- by 4-inch clear area adjacent to the title block is not mandatory. Clearly indicate N/A for any sections or data that do not apply to the submitted item.

Applicable items such as model numbers, sizes, and accessories must be indicated by arrow or highlighted.

1.9 SAMPLES REQUIRING LABORATORY ANALYSIS

See Section 01 45 00.15 25, QUALITY CONTROL, for procedures and address for samples requiring Government testing.

1.10 SAMPLES REQUIRING VISUAL INSPECTION

Coordinate samples requiring only physical inspection for appearance and suitability with the on-site Government Quality Assurance Representative

(GQAR).

SECTION 01 33 00 Page 10

SECTION C-13

1.11 PURCHASE ORDERS

a. Each purchase order issued by the Contractor for materials and equipment to be incorporated into the work must:

(1) Clearly identify the applicable Contract number

(2) Carry an identifying number

(3) Be in sufficient detail to identify the material being purchased

(4) Indicate a definite delivery date.

b. Furnish copies of purchase orders to the CO when the Contractor requests assistance for expediting deliveries of equipment or materials, or when requested by the CO for the purpose of quality assurance review.

1.12 CERTIFICATES OF COMPLIANCE

Submit an electronic copy of certificates required for demonstrating proof of compliance of materials with specification requirements. Each certificate must be signed by an official authorized to certify on behalf of the manufacturing company, 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 shall not 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.

1.13 DISAPPROVED SUBMITTALS

a. Make all corrections required by the CO and promptly furnish a corrected submittal in the form specified for the initial submittal.

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 Contract Clause 52.243-4, CHANGES, is to be given to the CO. The Contractor must be responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

b. If changes are necessary to submittals, make such revisions and re-submit 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.

1.14 APPROVED SUBMITTALS

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

SECTION 01 33 00 Page 11

SECTION C-14

b. 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 must be responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

c. After submittals have been approved by the CO, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.15 APPROVED SAMPLES

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

b. If requested, approved and/or disapproved samples, including those which may be damaged in testing, will be returned at the expense of the Contractor upon completion of the Contract.

c. 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.

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

Contractor must replace such materials or equipment to meet Contract requirements.

e. Approval of the Contractor's samples by the CO does not relieve the Contractor of his/her responsibilities under the Contract.

1.16 CONTRACTOR'S FILES

Maintain "Approved as Accepted" and "Approved, Except as Noted on Drawings" (Action Codes "A" and "B") shop drawing files in fabrication shops and at field sites for Government use.

1.17 PAYMENT

Separate payment will not be made for submittals, and all costs associated therein must be included in the applicable unit prices or job prices contained in the Price Schedule. Payment will not be made for any material or equipment which does not comply with Contract requirements.

1.18 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment will be made for any materials incorporated into the work for Information Only submittals found to contain errors.

SECTION 01 33 00 Page 12

SECTION C-15

1.19 CONTRACTOR APPROVAL STAMP

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

| 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

-- End of Section --

SECTION 01 33 00 Page 13

SECTION C-16

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 42 00 Page 1

SECTION C-17

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g., ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: info@ansi.org Internet: https://www.ansi.org/

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

1201 Dublin Road Suite G04

Columbus, OH 43215-1045 Ph: 800-222-2768 or 614-274-6003

E-mail: customersupport@asnt.org Internet: https://www.asnt.org/

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

Two Park Avenue New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: https://www.asme.org/

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

SECTION 01 42 00 Page 2

SECTION C-18

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:

Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION C-19

DIVISION 01 - GENERAL REQUIREMENTS

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RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

1.1.1 Correspondence and Electronic Communications

1.1.2 Other Factors

1.2 RMS SOFTWARE

1.3 CONTRACT DATABASE - GOVERNMENT

1.4 CONTRACT DATABASE - CONTRACTOR

1.4.1 Administration

1.4.1.1 Contractor Information

1.4.1.2 Subcontractor Information

1.4.1.3 Correspondence

1.4.1.4 Reports

1.4.1.5 Request For Information (RFI)

1.4.2 Finances

1.4.2.1 Pay Activity Data

1.4.2.2 Payment Requests

1.4.3 Submittal Management

1.4.4 Closeout

1.5 IMPLEMENTATION

1.6 NOTIFICATION OF NONCOMPLIANCE

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION C-20

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RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

a. The Government will use the Resident Management System (RMS) to assist in its monitoring and administration of this Contract. The Government accesses the system using the Government Mode of RMS (RMS GM) and the Contractor accesses the system using the Contractor Mode (RMS CM). The term RMS will be used in the remainder of this section for both RMS GM and RMS CM. The joint Government-Contractor use of RMS facilitates electronic exchange of information and overall management of the Contract. The Contractor accesses RMS to record, maintain, input, track, and electronically share information with the Government throughout the Contract period in the following areas:

(1) Administration

(2) Finances

(3) Quality Control

(4) Submittal Monitoring

(5) Scheduling

(6) Closeout

(7) Import/Export of Data

b. Be prepared to transition from the Resident Management System (RMS) to the new Construction Management Platform (CMP) at any time during the period of performance of this Contract, once the USACE enterprise implements this change. The Contractor's obligation to transition from RMS to the CMP system is a requirement of this Contract. Therefore, additional time or cost increase to complete this transition will not be considered. In the event of the transition, RMS project information will be migrated to CMP by the government and available in the CMP system. After the transition, utilize the CMP system to perform all Contract administration functions previously required in RMS, including all areas listed above. After the transition, “RMS” and “CMP” will be synonymous for all “Resident Management System” and “RMS” references in this Contract’s specification. To facilitate the transition from RMS to CMP, online training for the CMP system will be made available to the Contractor with enough time to train staff, prior to the transition occurring.

1.1.1 Correspondence and Electronic Communications

For ease and speed of communications, exchange correspondence and other documents in electronic format to the maximum extent feasible.

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1.1.2 Other Factors

Other portions of this document have a direct relationship to the reporting accomplished through RMS. Particular attention is directed to FAR 52.236-15 Schedules for Construction Contracts; FAR 52.232-27 Prompt Payment for Construction Contracts; FAR 52.232-5 Payments Under Fixed-Priced Construction Contracts; and Section 01 33 00 SUBMITTAL

PROCEDURES.

1.2 RMS SOFTWARE

RMS is a web based application. Download, install and be able to utilize the latest version of RMS within seven calendar days of receipt of the Notice to Proceed. RMS software, user manuals, access and installation instructions, program updates and training information are available from the RMS website (https://rms.usace.army.mil). The Government and the Contractor will have different access authorities to the same Contract database through RMS. The common database will be updated automatically each time a user finalizes an entry or change.

1.3 CONTRACT DATABASE - GOVERNMENT

The Government will enter the basic Contract award data in RMS prior to granting the Contractor access. The Government entries into RMS will generally be related to submittal reviews, correspondence status, and Quality Assurance(QA)comments, as well as other miscellaneous administrative information.

1.4 CONTRACT DATABASE - CONTRACTOR

Contractor entries into RMS establish, maintain, and update data throughout the duration of the Contract. Contractor entries generally include prime and subcontractor information, daily reports, submittals, RFI's, schedule updates and payment requests. RMS includes the ability to import attachments and export reports in many of the modules, including submittals. The Contractor responsibilities for entries in RMS typically include the following items:

1.4.1 Administration

1.4.1.1 Contractor Information

Enter all current Contractor administrative data and information into RMS within seven calendar days of receiving access to the Contract in RMS.

This includes, but is not limited to, Contractor's name, address, telephone numbers, management staff, and other required items.

1.4.1.2 Subcontractor Information

Enter all missing subcontractor administrative data and information into RMS CM within seven calendar days of receiving access to the Contract in RMS or within seven calendar days of the signing of the subcontractor agreement for agreements signed at a later date. This includes name, trade, address, phone numbers, and other required information for all subcontractors. A subcontractor is listed separately for each trade to be performed.

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1.4.1.3 Correspondence

Identify all Contractor correspondence to the Government with a serial number. Prefix correspondence initiated by the Contractor's site office with "S". Prefix letters initiated by the Contractor's home (main) office with "H". Letters are numbered starting from 0001. (e.g., H-0001 or S-0001). The Government's letters to the Contractor will be prefixed with "C" or "RFP".

1.4.1.4 Reports

Track the status of the project using the reports available in RMS. The value of these reports reflects the quality of the data input.

1.4.1.5 Request For Information (RFI)

Create and track all Requests For Information (RFI) in the RMS Administration Module for Government review and response. Provide status at weekly progress meeting in accordance with project schedule.

1.4.2 Finances

1.4.2.1 Pay Activity Data

Develop and enter a list of pay activities. The sum of pay activities equals the total Contract amount, including modifications. Each pay activity must be assigned to a Contract Line Item Number (CLIN). The sum of the activities assigned to a CLIN equals the amount of each CLIN.

1.4.2.2 Payment Requests

Prepare all payment requests using RMS. Generate a payment request and prompt payment certification using RMS. Submit the signed prompt payment certification and payment request as well as supporting data, either electronically or by hard copy.

1.4.3 Submittal Management

a. Enter all current submittal register data and information into RMS within seven calendar days of receiving access to the Contract in RMS.Entering Activity Numbers for each submittal item corresponding to their Schedule. Group electronic submittal documents into transmittal packages to send to the Government, except very large electronic files, samples, spare parts, mock ups, color boards, or where hard copies are specifically required. Track transmittals and update the submittal register in RMS on a daily basis throughout the duration of the Contract.

b. Contractor may request submittals to be added to RMS throughout the lifecycle of the project. Approval/disapproval of Contractor requests is at the discretion of the Contracting Officer. Submittals entry into RMS must be updated daily or as practical for performance of the Contract, as approved by the Contracting Officer.

1.4.4 Closeout

Closeout documents, processes and forms are managed and tracked in RMS by both the Contractor and the Government. Ensure that all closeout documents are entered, completed and documented within RMS.

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1.5 IMPLEMENTATION

Use of RMS as described in the preceding paragraphs is mandatory. Ensure that sufficient resources are available to maintain Contract data within the RMS system. RMS is an integral part of the Contractor's required management of quality control.

1.6 NOTIFICATION OF NONCOMPLIANCE

Take corrective action within seven calendar days after receipt of notice of RMS non-compliance by the Contracting Officer.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION C-24

DIVISION 05 - METALS

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STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Fabricator and Assembler Qualifications and Experience

1.3.1.1 Professional Licensure and Certifications

1.3.2 Calibration Certificates

1.3.3 Measurement Plan

1.3.4 Detail Drawings

1.3.5 Coordination Meetings

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Fabrication

2.1.2 Machine Work

2.1.2.1 Surface Protection

2.1.2.2 Finished Surfaces

2.1.2.3 Unfinished Surfaces

2.1.2.4 Pin Holes

2.1.2.5 Shafting

2.1.2.6 Bearings

2.1.3 Miscellaneous Provisions

2.1.3.1 Cleaning and Passivation of Corrosion-Resisting Steel

2.1.4 Pre-Assembly Verification

2.1.5 Shop Assembly

2.1.5.1 Anti-seize Lubricant

2.1.6 Shipping

2.2 TESTS, INSPECTIONS, AND VERIFICATIONS

2.2.1 Nondestructive Testing

2.2.1.1 Testing Agency

2.2.2 Tests of Machinery and Structural Units

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Alignment and Setting

3.2 TESTS

3.2.1 Workmanship

3.3 PROTECTION OF FINISHED WORK

3.3.1 Machined Surfaces

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SECTION C-25

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STRUCTURAL METAL FABRICATIONS

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

ANSI/ASNT CP-189 (2020) ASNT Standard for Qualification and Certification of Nondestructive Testing Personnel

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B4.1 (1967; R 2020) Preferred Limits and Fits for Cylindrical Parts

ASME B46.1 (2020) Surface Texture, Surface Roughness, Waviness and Lay

ASME Y14.5 (2018; R 2024) Dimensioning and Tolerancing

ASME Y14.5.2 (2017) Certification of Geometric Dimensioning and Tolerancing Professionals

ASTM INTERNATIONAL (ASTM)

ASTM A380/A380M (2025) Standard Practice for Cleaning, Descaling, and Passivation of Stainless Steel Parts, Equipment, and Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Measurement Plan; G, DO

Fabrication Schedule

SD-02 Shop Drawings

Detail Drawings; G, DO

Passivation Plan; G, DO

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SD-03 Product Data

Anti-seize Lubricant; G, DO

SD-06 Test Reports

Tests, Inspections, and Verifications; G, DO

Tolerance Verification Log; G, DO

SD-07 Certificates

Nondestructive Testing Personnel; G, DO

Equipment Fabricator's Qualifications and Experience; G, DO

Professional Licensure And Certifications; G, DO

Calibration Certificates; G, DO

1.3 QUALITY ASSURANCE

1.3.1 Fabricator and Assembler Qualifications and Experience

Fabrication and assembly of the trackwheel units is to be performed by a company that has experience in assembly and manufacture of heavy machinery wihtin the preceding five years. Submit Equipment Fabricator's Qualifications and Experience for approval. Experience must include machining or assembly of at least three previous separate fabrications used for rolling contact applications of similar size, material, and tolerances.

1.3.1.1 Professional Licensure and Certifications

All submittals must be prepared under the supervision of a licensed professional mechanical engineer, and a certified senior level GDT professional certified per ASME Y14.5.2. Submit evidence of the professional licensure and certifications.

1.3.2 Calibration Certificates

All machine tools and measurement devices must have been calibrated within the preceding 12 months. Submit calibration certificates for the three most recent calibrations for each machine tool and measurement device to be used in fabrication and verification. The certificates must be provided by an acredited independent agency. The certificates must uniquely identify each machine tool and measurement device.

1.3.3 Measurement Plan

Submit a measurement plan that identifies all dimensions and feature controls with specified tolerance requirements in the contract documents and all dimensions provided by the bushing manufacturer. Include procedures for verification of each identified dimension and feature control and the measurement devices used for that verification. Include a template of a tolerance verification log. The tolerance verification log must include, for each identified dimension and feature control, the specified nominal value or control, the allowable tolerance, the

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measurement device unique identifier, the as-measured dimension or control, the deviation from nominal, and an indication of whether the as-measured dimension or control is within the allowable tolerance.

1.3.4 Detail Drawings

Submit detail drawings for metalwork and machine work, prior to fabrication, include within the detail drawings catalog cuts, templates, fabrication and assembly details and type, component quantities, and grade and class of material as appropriate. The detail drawings must include all dimensions and tolerancing in accordance with ASME Y14.5 sufficient to fabricate the components to a level of accuracy that meets the requirements of the contract documents and provides fully operable assemblies. Indicate methods of protecting the work during shipping and storage.

1.3.5 Coordination Meetings

Contractor must schedule an initial coordination meeting within 7 calendar days after award. This meeting must include a discussion of the fabrication schedule, submittal log, quality control and assurance measures, and communication protocols. Contractor must schedule and participate in ongoing coordination meetings every other week starting after the initial coordination meeting and continuing through final delivery of all assemblies. Ongoing coordination meetings must include updates to the fabrication schedule and fabrication progress to date. All meetings must be coordinated with the COR or their designated representative. Contractor is responsible for keeping and distributing meeting minutes in a timely fashion.

PART 2 PRODUCTS

2.1 FABRICATION

2.1.1 Structural Fabrication

Material must be straight before being laid off or worked. Perform straightening, if necessary, by methods that will not impair the metal.

Sharp kinks or bends are cause for rejection of the material. Material with welds will not be accepted except where welding is definitely specified, indicated or otherwise approved. Make bends using approved dies, press brakes or bending rolls. Where heating is required, take precautions to avoid overheating the metal and allow it to cool in a manner that will not impair the original properties of the metal. Proposed flame cutting of material, other than structural steel, is subject to approval and must be indicated on detail drawings. Shearing must be accurate and all portions of the work neatly finished. Make corners square and true unless otherwise shown. Fillet re-entrant cuts to a minimum radius of 3/4 inch unless otherwise approved. Provide finished members free of twists, bends and open joints. Tighten bolts, nuts and screws.

2.1.2 Machine Work

Tolerances, allowances and gauges for metal fits between plain, non-threaded, cylindrical parts conform to ASME B4.1 for the class of fit shown or required unless otherwise shown on contract drawings. Where fits are not shown they will be suitable as approved. Tolerances for machine-finished surfaces must be as indicated on contract drawings.

Sufficient machining stock will be allowed on placing pads to ensure true surfaces of solid material. Provide finished contact or bearing surfaces

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true and exact to secure full contact. Polish journal surfaces and finish all surfaces with sufficient smoothness and accuracy to ensure proper operation when assembled. Accurately machine parts entering any machine and all like parts be interchangeable except that parts assembled together for drilling or reaming of holes or machining will not be required to be interchangeable with like parts. Accurately locate all drilled bolt holes.

2.1.2.1 Surface Protection

Take precautions to prevent contamination of stainless steel surfaces by carbon steels during fabrication. Tools and tooling used for carbon steel fabrication may not be used for stainless steel fabrication. Protect stainless steel surfaces from particulates produced during the fabrication of carbon steel in the general proximity.

2.1.2.2 Finished Surfaces

Provide surface finishes, indicated or specified, in accordance with ASME B46.1. Values of required roughness heights are arithmetical average deviations expressed in microinches. These values are maximum. Lesser degrees will be satisfactory unless otherwise indicated. Compliance with surface requirements is determined by sense of feel and visual inspection of the work compared to Roughness Comparison Specimens in accordance with the provisions of ASME B46.1. Values of roughness width and waviness height must be consistent with the general type of finish specified by roughness height. Where the finish is not indicated or specified use that which is most suitable for the particular surface, provide the class of fit required and be indicated on the detail drawings by a symbol which conforms to ASME B46.1 when machine finishing is provided. Flaws such as scratches, ridges, holes, peaks, cracks or checks which make the part unsuitable for the intended use will be cause for rejection.

2.1.2.3 Unfinished Surfaces

Lay out all work to secure proper matching of adjoining unfinished surfaces unless otherwise directed. Where there is a large discrepancy between adjoining unfinished surfaces chip and grind smooth or machine to secure proper alignment.

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