06_Tspecs_KYL Gearbox Replacement_RTA Final_02AUG21.pdf

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Attached to
Kentucky Lock, Low Speed Gearbox Federal contract opportunity
Solicitation number
W912P521Q0046
Issued by
Department of the Army Corps of Engineers Engineering District Nashville

About this file

This is a solicitation for a firm fixed-price supply contract to fabricate and deliver a new low speed gearbox for Kentucky Lock. The scope includes furnishing all equipment, labor, materials, and transportation to fabricate and deliver one culvert valve low speed gearbox and miscellaneous items. Installation will be performed by others. Questions are due by August 31, 2021 and quotes are due by September 11, 2021. The solicitation is being conducted by the Department of the Army Corps of Engineers Engineering District Nashville. The specifications and plans are provided as attachments for offerors to prepare their proposals.

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Amendment 0001 -_W912P521Q0046.pdf PDF
Solicitation_W912P521Q0046.pdf PDF
05_TPlans_KYL Gearbox Replacement_RTA Final_02AUG2021_.pdf PDF

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Text version

Solicitation No. W912P521Q0046

US Army Corps Of Engineers Nashville District

CULVERT VALVE LOW SPEED

GEARBOX REPLACEMENT

Kentucky Lock Tennessee River

Livingston County, Kentucky

Technical Specifications

RTA

July 2021

THIS PAGE INTENTIONALLY LEFT BLANK

FOR DUPLEX PRINTING

Culvert Valve Low Speed Gearbox KY Lock RTA Livingston County, KY

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 33 00 SUBMITTAL PROCEDURES

01 35 50 PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 16 CULVERT VALVE LOW SPEED GEARBOXES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUMMARY OF WORK

1.3 DESCRIPTION

1.4 INSPECTIONS AND ACCEPTANCE

1.5 CONTACT INFORMATION

1.6 SHIPPING / DELIVERY

1.6.1 Safety Requirements

1.7 NON-DISCLOSURE OF GOVERNMENT INFORMATION

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUMMARY OF WORK

This section of the Specifications provides general information and requirements. The work consists of furnishing all equipment, labor, materials, and transportation required for the fabrication and delivery of a new Kentucky Lock culvert valve low speed gearbox and other miscellaneous items as described in the specifications and contract drawings. Installation shall be performed by others.

The scope of the contract has been developed in anticipation that it can be awarded based upon available funds. Significant features of work included in the base contract are:

a. Fabricate and supply one (1) culvert valve low speed gearbox.

1.3 DESCRIPTION

Kentucky Lock is a high lift navigation lock on the Tennessee River at mile 22.4 in Grand Rivers, Kentucky. The culvert valves located on the ends of the lock chamber are operated by using an electric motor connected to a combination of gear reducers, which in turn allow additional gate machinery to lift the culvert valves open and closed. Four of the lock's low-speed gear reducers are original equipment of 1940s vintage and in need of replacement.

1.4 INSPECTIONS AND ACCEPTANCE

Not withstanding other provisions of this contract, all materials required under this contract will be inspected and accepted by the Contracting Officer or his authorized representative(s). The Contracting Officer and his authorized representative are the individual(s) solely authorized to reject or approve materials, and order or direct any revision or change to the plans and specifications as presently shown and stated.

1.5 CONTACT INFORMATION

Submittals shall be sent to the following:

SECTION 01 00 00 Page 2

Technical Point of Contact: Chris Marshall (P) 270-362-4236

US Army Corps of Engineers Kentucky Lock ATTN: Chris Marshall 265 Kentucky Lock Road Grand Rivers, KY 42045

1.6 SHIPPING / DELIVERY

Delivery will only be accepted Monday thru Thursday between the hours of 6:00 am to 4:00 pm and will not occur on a Federal Holiday. At least two weeks prior to delivery, coordination will be made by the contractor to the Government concerning shipment details. Delivery will be made to the following address:

US Army Corps of Engineers Kentucky Lock ATTN: John Skinner 265 Kentucky Lock Road Grand Rivers, KY 42045

1.6.1 Safety Requirements

Contractor delivery personnel shall comply with all applicable safety requirements of EM 385-1-1 .

1.7 NON-DISCLOSURE OF GOVERNMENT INFORMATION

Neither the Contractor, nor Contractor personnel, shall divulge or release data or information developed or obtained under performance of this work statement, except to authorized Government personnel or upon written approval of the Government. The Contractor shall not use, disclose, or reproduce proprietary data which bears a restrictive legend, other than as specified in this work statement.

Neither the Contractor nor the Contractor's employees shall disclose or cause to be disseminated, any information concerning the operations of the activity which could result in, or increase the likelihood of, the possibility of a breach of the activities, security or interrupt the continuity of its operation.

All inquiries received by the Contractor for information concerning work performed under this contract shall be referred to the Government for evaluation under the Freedom of Information Act of 1975, Public Law 93-502, 5 U.S.C., Section 552. The determination of whether records will be released will remain with the Government. The Contractor shall assist the Government in compiling information or records for submission upon request by the Government.

The Contractor shall not release any information (including photographs, files, public announcements, statements, denials, or confirmations) on any portion of the subject matter of this contract or any phase of any program hereunder without the prior written approval of the Government. All documentation showing individuals, names or other personal information will be controlled and protected. The provisions of the Privacy Act of 1974, Public Law 93-579, 5 U.S.C., Section 552a, shall apply.

SECTION 01 00 00 Page 3

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 00 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

1.1.1 Culvert Valve Low Speed Gearbox

1.1.1.1 Payment

1.1.1.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 PAYMENT ITEMS

Payment, for the work of this contract, will be made as described below.

All costs for items of work, which are not specifically mentioned to be included in a particular payment item, are included in the listed payment item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, delivery, and for performing all work required for which separate payment is not otherwise provided.

Payment will be made upon delivery and acceptance of fabricated items that comply with all contract requirements as specified in the specifications, shown in the contract drawings, and defined in Contract Clause 52.232-1 PAYMENTS. Progress or partial payments for fabricated items, prior to delivery and acceptance, will not be considered on this contract.

Field installation of pumps and motors will be done by others.

1.1.1 Culvert Valve Low Speed Gearbox

1.1.1.1 Payment

Payment will be made for costs associated with operations necessary for one (1) low speed gearbox and other miscellaneous items as required in the technical specifications and as shown in the contract drawings.

1.1.1.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.1.2 Submission of Submittals

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

1.2.2 Approving Authority

1.2.3 Work

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

1.4.2 For Information Only

1.5 PREPARATION

1.5.1 Transmittal Form

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Pre-Fabrication Submittals

1.5.2.2 Format for SD-02 Shop Drawings

1.5.2.2.1 Drawing Identification

1.5.2.3 Format of SD-03 Product Data

1.5.2.3.1 Product Information

1.5.2.3.2 Standards

1.5.2.3.3 Data Submission

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

1.5.2.5 Format of SD-05 Design Data

1.5.2.6 Format of SD-06 Test Reports

1.5.2.7 Format of SD-07 Certificates

1.5.2.8 Format of SD-08 Manufacturer's Instructions

1.5.2.8.1 Standards

1.5.2.9 Format of SD-11 Closeout Submittals

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

1.5.3.2 Terms and Conditions

1.5.4 Electronic File Format

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Environmental Assessment of Variations

1.8.5 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

SECTION 01 33 00 Page 1

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 STAMPS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ENG Form 4025

Submittal Register

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Government may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

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

1.1.2 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. 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.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Pre-Fabrication Submittals

Submittals that are required prior to fabrication.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Submittal Register

Schedule Of Prices Or Earned Value Report

SD-02 Shop Drawings

SECTION 01 33 00 Page 3

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

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

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

SD-03 Product Data

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

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

SD-05 Design Data

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

Design submittals, design substantiation submittals and extensions of design submittals.

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. Unless specified in another section, testing must have been within three years of date of contract award for the project.

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

Report that 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-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SECTION 01 33 00 Page 4

Data 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.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

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

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site 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. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

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

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

SD-01 Pre-Fabrication Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

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

Government approval is required for any variations from the Solicitation or the Accepted Proposal and for other items as designated by the Government.

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

SECTION 01 33 00 Page 5

1.5 PREPARATION

1.5.1 Transmittal Form

Use the attached ENG Form 4025 transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Pre-Fabrication Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space on the right-hand side of each sheet for the Government disposition stamp.

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of

SECTION 01 33 00 Page 6 contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Government. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the fabrication effort.

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or

SECTION 01 33 00 Page 7 materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.5.2.5 Format of SD-05 Design Data

Provide design data and certificates on 8 1/2 by 11 inch paper.

1.5.2.6 Format of SD-06 Test Reports

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.2.7 Format of SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inch paper.

1.5.2.8 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.5.2.8.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Government. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.9 Format of SD-11 Closeout Submittals

When the submittal includes a document that is to be used in the project or is to become part of the project record, other than as a submittal, do

SECTION 01 33 00 Page 8 not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.3 Source Drawings for Shop Drawings

1.5.3.1 Source Drawings

The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.5.3.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.5.4 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Government.

Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Government. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution

SECTION 01 33 00 Page 9

(OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Government. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/ .

1.6 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be submitted to the Government for information-only. Approval of the Government is not required on information only submittals. The Government will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and 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 Government from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 PROJECT SUBMITTAL REGISTER

A Project Submittal Register showing items of equipment and materials required by the specifications is provided as an attachment to this section.

1.8 VARIATIONS

Variations from contract requirements require Government approval and will be considered where advantageous to the Government.

1.8.1 Considering Variations

Discussion of variations with the Government before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that 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 variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variation, deliver a written request to the Government, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include 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

SECTION 01 33 00 Page 10 for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.8.3 Warranting that Variations are Compatible

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

1.8.4 Environmental Assessment of Variations

The Government reserves the right to disapprove proposed variations, even if they are more cost effective, if the Government determines that the proposed variation will have an adverse environmental impact.

1.8.5 Review Schedule Extension

In addition to the normal submittal review period of 30 calendar days, an additional period of 14 calendar days will be allowed for the Government to consider submittals with variations.

1.9 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications 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. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register 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 Government does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."

c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.

The Government review will be completed within 30 calendar days after the date of submission.

1.10 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Government, the Government will:

SECTION 01 33 00 Page 11

a. Note the date on which the submittal was received.

b. Review submittals for approval within the 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 REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Submittals will be returned to the Contractor with the appropriate review notation.

1.10.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

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

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

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

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.11 DISAPPROVED SUBMITTALS

Make corrections required by the Government. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Government as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with FAR Part 52.212-4(c). No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

SECTION 01 33 00 Page 12

1.12 APPROVED SUBMITTALS

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

the design, general method of construction, materials, detailing, and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Government, 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, provide assurance 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 that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples 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 as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

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

1.14 STAMPS

Certify the submittal data as follows on Form ENG 4025: "I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

______NAME OF CONTRACTOR ______ SIGNATURE OF CONTRACTOR

PART 2 PRODUCTS

SECTION 01 33 00 Page 13

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PART 3 EXECUTION

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SECTION 01 33 00 Page 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 50

PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

PART 1 GENERAL

1.1 GENERAL

1.2 REFERENCES

1.3 PRE-SCREENING CONTRACTOR'S ON-SITE EMPLOYEE CANDIDATES

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

1.5 ESCORTS

1.6 ELECTRONIC MEDIA PROVIDED BY THE CONTRACTOR

1.7 CONDUCT OF CONTRACTOR EMPLOYEES

1.8 RELEASE OF SENSITIVE INFORMATION

1.9 VEHICLES

1.9.1 Parking of Vehicles

1.10 DAMAGE OR LOSS OF CONTRACTOR'S SUPPLIES AND PROPERTY

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 35 50 Page 1

SECTION 01 35 50

PROJECT SITE SECURITY AND AT/OPSEC PROCEDURES

PART 1 GENERAL

1.1 GENERAL

This is a supply contract. The Contrator will be delivering fabrications to a designated public area in the Kentucky Lock site. Depending upon the level of security threat, the designated area may require additional security requirements. Guidance and forms for project site security requirements are available on the Nashville District Public Website:

http://www.lrn.usace.army.mil/BusinessWithUs/ContractSecurityRequirements.aspx

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 PRE-SCREENING CONTRACTOR'S ON-SITE EMPLOYEE CANDIDATES

The Contractor must pre-screen potential employees to work on this contract using the E-verify Program ( https://www.uscis.gov/e-verify ) website to meet the established eligibility requirements. The Contractor must ensure that the employee has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible contract employees must be provided to the COR no later than 3 business days after the initial contract award.

1.4 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

Contractor and associated sub-contractor employees must comply with all applicable project and local security policies and procedures (provided by the district representative). The contractor must also provide all information required for background checks to meet installation/facility access requirements to be accomplished by the District Security Management Office. Contractor workforce must comply with all personal identity verification requirements (FAR Clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors must comply with applicable District and local security policies and procedures (provided by the Government representative). Contractor must provide any/all requested

SECTION 01 35 50 Page 2 information required for background checks, background investigations and/or to meet installation/facility access requirements to be accomplished by the District Security Office. Refer to the next paragraph for current background investigation requirements. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in Contractor security matters or processes.

Background Investigation Requirements: Since the work to be performed by the Contractor onsite is for 1 or 2 days the contractors must comply with the site visit request requirements, there is an initial background screening. Please visit http://www.lrn.usace.army.mil/Business-With-Us/Contract-Security-Requirements/

However, Contractor(s) who only arrive on-site to pick up or drop off (i.e. truck drivers) and are there specifically to provide a delivery and/or supply service, there are no investigation requirements.

Contractor(s) will be escorted by a USACE employee at all times in the restricted area.

1.5 ESCORTS

All Contractor employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

1.6 ELECTRONIC MEDIA PROVIDED BY THE CONTRACTOR

The Contractor must ensure all media, electronic files, etc., it provides to the Government is free of viruses, Trojan horses, bots, worms, malware, defects, or any other harmful item of a destructive nature.

1.7 CONDUCT OF CONTRACTOR EMPLOYEES

Meet the requirements of EM 385-1-1 , Section 01.C Physical Qualifications of Employees, in providing on-site employees. All Contractor employees and subcontractors must conduct themselves in a proper manner at all times. No alcoholic or intoxicating beverages or substances or illegal drugs or controlled substances not prescribed by a physician shall be possessed, consumed, and no contractor employee shall be under the influence of any such unauthorized substance while on Government property.

The Contractor must remove from the site any individual whose continued employment is deemed by the appointed receiving agent to be contrary to the public interest or inconsistent with the best interests of the U.S.

Army Corps of Engineers.

The Government or the appointed receiving agent will require the Contractor to immediately remove from the work site anyone who is incompetent or who endangers persons or property or whose physical or mental condition is such that it would impair the employee's ability to satisfactorily perform the work. Notification to the Contractor will be made in writing if time and circumstances permit. Otherwise, notification will be verbal and will be confirmed in writing as soon as possible. No such removal, however, will reduce the Contractor's obligation to perform

SECTION 01 35 50 Page 3 all work required under this contract and immediate replacement must be made as required.

1.8 RELEASE OF SENSITIVE INFORMATION

The Contractor must not make available to the news media or publicly disclose any data generated or reviewed under this Contract. Any inquiry received by the Contractor for information concerning work performed under this Contract must be referred to the Government for evaluation under the Freedom of Information Act of 1975, Public Law 93-502, 5 U.S.C., Section

552. The determination of whether records will be released will remain with the Government. The Contractor must assist the COR in compiling information or records for submission upon request by the government.

Reports and data generated under this Contract become the property of the Government and distribution to any other source by the Contractor, unless authorized is prohibited.

1.9 VEHICLES

1.9.1 Parking of Vehicles

Parking of private and Contractor vehicles is restricted to the areas designated by the Government. Vehicles must be parked no closer than 30 feet from occupied buildings.

1.10 DAMAGE OR LOSS OF CONTRACTOR'S SUPPLIES AND PROPERTY

The Contractor is responsible for taking the action necessary to protect Contractor supplies, materials and equipment, and the personal property of Contractor employees from loss, damage or theft. The Government assumes no responsibility for theft, damage, etc., of the above. All incidents of theft (or suspected theft) of contractor materials, supplies, or equipment from project lands must be reported to the COR.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 35 50 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 95 00

FORMS AND ATTACHMENTS

PART 1 GENERAL

1.1 FORMS AND ATTACHMENTS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

1. ENG Form 4025 Transmittal Form

2. Submittal Register

SECTION 01 95 00 Page 1

SECTION 01 95 00

FORMS AND ATTACHMENTS

PART 1 GENERAL

1.1 FORMS AND ATTACHMENTS

Listed below, and attached at the end of this section, are forms and attachments referred to in other parts of the set of technical specifications.

1. ENG Form 4025 Transmittal Form. See Section 01 33 00 SUBMITTAL

PROCEDURES.

2. Submittal Register. See Section 01 33 00 SUBMITTAL PROCEDURES.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SECTION 01 95 00 Page 2

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SECTION TABLE OF CONTENTS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

SECTION 35 20 16

CULVERT VALVE LOW SPEED GEARBOXES

PART 1 GENERAL

1.1 SCOPE

1.1.1 New Items

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DRAWINGS / INFORMATION TO BE FURNISHED BY THE CONTRACTOR

1.4.1 Reference Drawings

1.5 FIELD VISIT

1.6 APPROVALS

1.7 CODES AND STANDARDS

1.8 WARRANTY

PART 2 PRODUCTS

2.1 MATERIALS AND WORKMANSHIP

2.2 MACHINERY

2.2.1 Shafts

2.2.2 Couplings

2.2.3 Service Factor

2.2.4 Housing

2.2.5 Mounting Footpads

2.3 OIL HEATERS

2.4 OIL CIRCULATION SYSTEM

2.4.1 Piping

PART 3 EXECUTION

3.1 PROTECTION OF FINISHED WORK

3.1.1 Machined Surfaces

3.1.2 Lubrication After Assembly

3.2 TESTING

3.3 CLEANING AND PAINTING

3.3.1 Cleaning

3.3.2 Painting

3.3.3 Parts or Surfaces Not Painted

3.4 DELIVERY REQUIREMENTS

3.5 APPENDIX A - GEARBOX INFORMATION

SECTION 35 20 16 Page 1

SECTION 35 20 16

CULVERT VALVE LOW SPEED GEARBOXES

PART 1 GENERAL

1.1 SCOPE

The work covered by this section consists of furnishing all labor, materials and equipment, and performing all work necessary and required to complete the low speed gearbox replacement as specified herein and on the drawings. All work shall be performed in strict accordance with this section of the specifications and the applicable drawings, and shall be subject to the terms and conditions of the contract. Contractor shall also deliver the equipment to Kentucky Lock Project. Installation shall be performed by others.

1.1.1 New Items

a. Low Speed Gearbox; Qty. 1

b. Input Shaft Coupling; Qty. 1

c. Input Shaft Keys; Qty. 1

d. Output Shaft Keys; Qty. 2

e. Oil Heater; Qty. 1

f. Oil Circulation System; Qty. 1

g. Fasteners and other miscellaneous items required for assembly

1.2 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 GEAR MANUFACTURERS ASSOCIATION (AGMA)

ANSI/AGMA 2001 (2004D; R 2010) Fundamental Rating Factors and Calculation Methods for Involute Spur and Helical Gear Teeth

ANSI/AGMA 2003 (2010D) Rating the Pitting Resistance and Bending Strength of Generated Straight Bevel, ZEROL Bevel, and Spiral Bevel Gear Teeth

ANSI/AGMA 6013 (2006A; R 2011) Standard for Industrial Enclosed Gear Drives

ANSI/AGMA 6113 (2006A; R 2011) Standard for Industrial Enclosed Gear Drives (Metric Edition)

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC 7/NACE No.4 (2007; E 2004) Brush-Off Blast Cleaning

SECTION 35 20 16 Page 2

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

1.3 SUBMITTALS

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

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

SD-02 Shop Drawings

Shop Drawings; G

Submit shop drawings, calculations, catalog sheets for approval.

SD-03 Product Data

Gearbox; G, ECD-E

Coupling; G, ECD-E

Oil Circulation System; G, ECD-E

SD-05 Design Data

Weight

SD-06 Test Reports

Test report; G

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

Provide operation and maintenance manuals for all equipment.

SD-11 Closeout Submittals

As-built drawings; G

1.4 DRAWINGS / INFORMATION TO BE FURNISHED BY THE CONTRACTOR

a. The Contractor shall submit, within 60 days after contract award, shop drawings and calculations to United States Army Corps of Engineers, henceforth referred to as USACE, for approval. USACE will, within 20 working days after receipt, review and return the drawings to the Contractor stamped "Approved," "Approved with Corrections as Noted," or "Returned for Correction." The Contractor shall also submit for review by USACE copies of all calculations relevant to the design of the machinery.

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