W912EF18R0024Specs.pdf

Main Unit Bearings W912EF18R0024

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 22 00.10 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

DIVISION 05 - METALS

05 05 23.20 26 WELDING

05 05 33.20 26 NON-DESTRUCTIVE TESTING

05 50 03.20 26 METALWORK FABRICATION, MACHINE WORK AND MISCELLANEOUS

PROVISIONS

DIVISION 48 - ELECTRICAL POWER GENERATION

48 13 13.06 26 FURNISH GENERATOR THRUST BEARING SHOES (MCNARY UNITS 1-12)

48 13 13.07 26 FURNISH GENERATOR GUIDE BEARING SHOES (ICE HARBOR UNITS

4-6)

48 13 13.08 26 FURNISH GENERATOR GUIDE BEARING SHOES (LITTLE GOOSE UNITS

1-3 AND LOWER MONUMENTAL UNITS 1-3)

48 13 13.09 26 FURNISH GENERATOR GUIDE BEARING SHOES (LOWER GRANITE

UNITS 4-6, LITTLE GOOSE UNITS 4-6, AND LOWER MONUMENTAL

UNITS 4-6)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PROJECT SCHEDULE

1.3 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

1.4 PROJECT SECURITY

1.4.1 Vehicle Access

1.5 WORK SCHEDULES

1.5.1 Government's Work Schedule

1.6 DELIVERY OF NEW ITEMS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 11 01.00 28 - Page 1

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 SUBMITTALS

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

submittals having an "I" designation are for information only. Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule; G C

1.2 PROJECT SCHEDULE

The Contractor shall furnish an electronic schedule using a spreadsheet or project management software program for the complete project within 15 days after receipt of receipt of Notice of Award. Provide two (2) sets of data CD's containing the project schedule in the original format the schedule was developed in (e.g. .xer, .xls, .mmp, etc.). Label each CD indicating the full contract number, Data Date and file name. Each schedule shall have a unique file name as determined by the Contractor. In addition to CD submittals, the Contractor shall e-mail a copy of the current schedule to the Contracing Officer's Representative. The schedule will include but not limited to:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

b. A separate schedule of other submittals required under the contract but not listed in the specifications or drawings. Schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approved need date (if approval is required).

c. Pre-Fabrication Conference

d. Fabrication

e. Shop Testing

f. Delivery

SECTION 01 11 01.00 28 - Page 2

1.3 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

Responsible for correcting all damage and defects to work covered by this contract, until final acceptance by the Government.

1.4 PROJECT SECURITY

Contractor work on projects will only be for pick up and/or delivery of bearings. Access to the project is through locked gates. All vehicles that pass through the locked gates are subject to being searched.

1.4.1 Vehicle Access

Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.

1.5 WORK SCHEDULES

1.5.1 Government's Work Schedule

The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceeding Thursday.

1.6 DELIVERY OF NEW ITEMS

a. Coordinate delivery of new equipment a minimum of 2 weeks prior to proposed delivery date(s). Government will furnish personnel and equipment to unload all new equipment from Contractor vehicle(s). The Contractor remains responsible for verifying all clearances required for transportation of all equipment.

b. New equipment to deliver includes bearings as listed below, and all related items included for a complete product as specified.

Ice Harbor - Furnish Generator Guide Bearings (two sets)

Little Goose - Furnish Generator Guide Bearings (four set)

Lower Granite - Furnish Generator Guide Bearings (two sets)

Lower Monumental - Furnish Generator Guide Bearings (four sets)

McNary - Furnish Generators Thrust Bearings (one set)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 11 01.00 28 - Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 ITEM 0001 ICE HARBOR UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

1.3 ITEM 0002 ICE HARBOR LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

1.4 ITEM 0003 LITTLE GOOSE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 1 - 3

1.5 ITEM 0004 LITTLE GOOSE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 1 - 3

1.6 ITEM 0005 LITTLE GOOSE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

1.7 ITEM 0006 LITTLE GOOSE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

1.8 ITEM 0007 LOWER GRANITE UPPER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 4 - 6

1.9 ITEM 0008 LOWER GRANITE LOWER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 4 - 6

1.10 ITEM 0009 LOWER MONUMENTAL UPPER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 1 - 3

1.11 ITEM 0010 LOWER MONUMENTAL LOWER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 1 - 3

1.12 ITEM 0011 LOWER MONUMENTAL UPPER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 4 - 6

1.13 ITEM 0012 LOWER MONUMENTAL LOWER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 4 - 6

1.14 ITEM 0013 MCNARY GENERATOR THRUST BEARING SHOES FOR MAIN UNITS 1-12

1.15 ITEM 0014 GENERATOR GUIDE BEARING SHIPMENT TO ICE HARBOR DAM

1.16 ITEM 0015 GENERATOR GUIDE BEARING SHIPMENT TO LITTLE GOOSE DAM

1.17 ITEM 0016 GENERATOR GUIDE BEARING SHIPMENT TO LOWER GRANITE DAM

1.18 ITEM 0017 GENERATOR GUIDE BEARING SHIPMENT TO LOWER MONUMENTAL DAM

1.19 ITEM 0018 GENERATOR THURST BEARING SHOES SHIPMENT TO MCNARY DAM

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.10 28 - Page 1

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 RETAINAGE OF PAYMENT

Retainage in the amount of 10 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will not be held until such time as the Contractor has earned 90 percent of the original contract value. See SECTION 01 33 00 "SUBMITTAL PROCEEDURES" for additional information.

a. Final Operation and Maintenance Manuals and Parts Catalogs.

b. Final Approved Versions of Contractor Prepared Drawings.

c. As-built contract drawings and FIO drawings.

d. Return of Government Issued Items.

1.2 ITEM 0001 ICE HARBOR UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS

4 - 6

Ice Harbor upper generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Ice Harbor upper generator guide bearing shoes for main units 4 - 6. Payment will be made at the unit price for CLIN No. 0001, "ICE HARBOR UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6," which price and payment shall be full compensation for all work required for the Ice Harbor upper generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.3 ITEM 0002 ICE HARBOR LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS

4 - 6

Ice Harbor lower generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Ice Harbor lower generator guide bearing shoes for main units 4 - 6. Payment will be made at the unit price for CLIN No. 0002, "ICE HARBOR LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6," which price and payment shall be full compensation for all work required for the Ice Harbor lower generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.4 ITEM 0003 LITTLE GOOSE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 1 - 3

Little Goose upper generator guide bearing shoes for main units 1 - 3 will be measured for payment as the number of times (EA) for the Little Goose upper generator guide bearing shoes for main units 1 - 3. Payment will be made at the unit price for CLIN No. 0003, "LITTLE GOOSE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 1 - 3," which price and payment shall be full compensation for all work required for the Little Goose upper

SECTION 01 22 00.10 28 - Page 2 generator guide bearing shoes for main units 1 - 3, complete, as specified and approved.

1.5 ITEM 0004 LITTLE GOOSE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 1 - 3

Little Goose lower generator guide bearing shoes for main units 1 - 3 will be measured for payment as the number of times (EA) for the Little Goose lower generator guide bearing shoes for main units 1 - 3. Payment will be made at the unit price for CLIN No. 0004, "LITTLE GOOSE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 1 - 3," which price and payment shall be full compensation for all work required for the Little Goose lower generator guide bearing shoes for main units 1 - 3, complete, as specified and approved.

1.6 ITEM 0005 LITTLE GOOSE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

Little Goose upper generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Little Goose upper generator guide bearing shoes for main units 4 - 6. Payment will be made at the unit price for CLIN No. 0005, "LITTLE GOOSE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6," which price and payment shall be full compensation for all work required for the Little Goose upper generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.7 ITEM 0006 LITTLE GOOSE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

Little Goose lower generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA)for the Little Goose lower generator guide bearing shoes for main units 4 - 6. Payment will be made at the unit price for CLIN No. 0006, "LITTLE GOOSE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6," which price and payment shall be full compensation for all work required for the Little Goose lower generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.8 ITEM 0007 LOWER GRANITE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

Lower Granite upper generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Lower Granite upper generator guide bearing shoes for main units 4 - 6. Payment will be made at the unit price for CLIN No. 0007, "ITEM 0007 LOWER GRANITE UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6 ," which price and payment shall be full compensation for all work required for the Lower Granite upper generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.9 ITEM 0008 LOWER GRANITE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN

UNITS 4 - 6

Lower Granite lower generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Lower Granite lower generator guide bearing shoes for main units 4 - 6. Payment will be made at the unit price for CLIN No. 0008, "LOWER GRANITE LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6 ," which price and payment shall

SECTION 01 22 00.10 28 - Page 3 be full compensation for all work required for the Lower Granite lower generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.10 ITEM 0009 LOWER MONUMENTAL UPPER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 1 - 3

Lower Monumental upper generator guide bearing shoes for main units 1 - 3 will be measured for payment as the number of times (EA) for the Lower Monumental upper generator guide bearing shoes for main units 1 - 3.

Payment will be made at the unit price for CLIN No. 0009, "LOWER MONUMENTAL UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 1 - 3," which price and payment shall be full compensation for all work required for the Lower Monumental upper generator guide bearing shoes for main units 1 - 3, complete, as specified and approved.

1.11 ITEM 0010 LOWER MONUMENTAL LOWER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 1 - 3

Lower Monumental lower generator guide bearing shoes for main units 1 - 3 will be measured for payment as the number of times (EA) for the Lower Monumental lower generator guide bearing shoes for main units 1 - 3.

Payment will be made at the unit price for CLIN No. 0010, "LOWER MONUMENTAL LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 1 - 3," which price and payment shall be full compensation for all work required for the Lower Monumental lower generator guide bearing shoes for main units 1 - 3, complete, as specified and approved.

1.12 ITEM 0011 LOWER MONUMENTAL UPPER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 4 - 6

Lower Monumental upper generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Lower Monumental upper generator guide bearing shoes for main units 4 - 6.

Payment will be made at the unit price for CLIN No. 0011, "LOWER MONUMENTAL UPPER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6," which price and payment shall be full compensation for all work required for the Lower Monumental upper generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.13 ITEM 0012 LOWER MONUMENTAL LOWER GENERATOR GUIDE BEARING SHOES FOR

MAIN UNITS 4 - 6

Lower Monumental lower generator guide bearing shoes for main units 4 - 6 will be measured for payment as the number of times (EA) for the Lower Monumental lower generator guide bearing shoes for main units 4 - 6.

Payment will be made at the unit price for CLIN No. 0012, "LOWER MONUMENTAL LOWER GENERATOR GUIDE BEARING SHOES FOR MAIN UNITS 4 - 6," which price and payment shall be full compensation for all work required for the Lower Monumental lower generator guide bearing shoes for main units 4 - 6, complete, as specified and approved.

1.14 ITEM 0013 MCNARY GENERATOR THRUST BEARING SHOES FOR MAIN UNITS 1-12

McNary generator thrust bearing shoes for main units 1-12 will be measured for payment as the number of times (EA) for the McNary generator thrust bearing shoes for main units 1-12. Payment will be made at the unit price for CLIN No. 0013, "MCNARY GENERATOR THRUST BEARING SHOES FOR MAIN UNITS 1-12," which price and payment shall be full compensation for all work

SECTION 01 22 00.10 28 - Page 4 required for the McNary generator thrust bearing shoes for main units 1-12, complete, as specified and approved.

1.15 ITEM 0014 GENERATOR GUIDE BEARING SHIPMENT TO ICE HARBOR DAM

Generator guide bearing shipment to Ice Harbor Dam will be measured for payment as the number of times (EA) for the generator guide bearing shipment to Ice Harbor Dam. Payment will be made at the unit price for CLIN No. 0014, "GENERATOR GUIDE BEARING SHIPMENT TO ICE HARBOR DAM," which price and payment shall be full compensation for all work required for the Generator guide bearing shipment to Ice Harbor Dam, complete, as specified and approved.

1.16 ITEM 0015 GENERATOR GUIDE BEARING SHIPMENT TO LITTLE GOOSE DAM

Generator guide bearing shipment to Little Goose Dam will be measured for payment as the number of times (EA) for the generator guide bearing shipment to Little Goose Dam. Payment will be made at the unit price for CLIN No. 0015, "GENERATOR GUIDE BEARING SHIPMENT TO LITTLE GOOSE DAM," which price and payment shall be full compensation for all work required for the generator guide bearing shipment to Little Goose Dam, complete, as specified and approved.

1.17 ITEM 0016 GENERATOR GUIDE BEARING SHIPMENT TO LOWER GRANITE DAM

Generator guide bearing shipment to Lower Granite Dam will be measured for payment as the number of times (EA) for the generator guide bearing shipment to Lower Granite Dam. Payment will be made at the unit price for CLIN No. 0016, "GENERATOR GUIDE BEARING SHIPMENT TO LOWER GRANITE DAM," which price and payment shall be full compensation for all work required for the generator guide bearing shipment to Lower Granite Dam, complete, as specified and approved.

1.18 ITEM 0017 GENERATOR GUIDE BEARING SHIPMENT TO LOWER MONUMENTAL DAM

Generator guide bearing shipment to Lower Monumental Dam will be measured for payment as the number of times (EA) for the generator guide bearing shipment to Lower Monumental Dam. Payment will be made at the unit price for CLIN No. 0017, "GENERATOR GUIDE BEARING SHIPMENT TO LOWER MONUMENTAL DAM," which price and payment shall be full compensation for all work required for the generator guide bearing shipment to Lower Monumental Dam, complete, as specified and approved.

1.19 ITEM 0018 GENERATOR THURST BEARING SHOES SHIPMENT TO MCNARY DAM

Generator thrust bearing shoes shipment to McNary Dam will be measured for payment as the number of times (EA) for the generator thrust bearing shoes shipment to McNary Dam . Payment will be made at the unit price for CLIN No. 0018, "GENERATOR THURST BEARING SHOES SHIPMENT TO MCNARY DAM," which price and payment shall be full compensation for all work required for the generator thrust bearing shoes shipment to McNary Dam , complete, as specified and approved.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 22 00.10 28 - Page 5

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.2.1 Action Elements for Submittal Review

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Identifying Submittals

1.4.3 Format for SD-02 Shop Drawings

1.4.4 Format of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.4.5 Format of SD-04 Samples

1.4.6 Format of SD-05 Design Data and SD-07 Certificates

1.4.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field

Reports

1.4.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout

Submittals

1.5 QUANTITY OF SUBMITTALS

1.5.1 Electronic Copies

1.5.2 Hard Copies (HC)

1.5.3 Official Receipt of Transmittals

1.5.4 Number of Hard Copies of SD-02 Shop Drawings

1.5.4.1 Additional Hard Copies

1.5.5 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's

Instructions

1.5.6 Number of Samples SD-04 Samples

1.5.7 Number of Copies SD-05 Design Data and SD-07 Certificates

1.5.8 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's

Field Reports

1.5.9 Number of Copies of SD-10 Operation and Maintenance Data

1.5.10 Number of Copies of SD-01 Preconstruction Submittals and SD-11

Closeout Submittals

1.6 INFORMATION ONLY SUBMITTALS

1.7 VARIATIONS REQUESTS

1.7.1 Considering Variations

1.7.2 Proposing Variations

1.7.3 Warranting That Variations Are Compatible

1.7.4 Review Schedule Is Modified

1.8 SUBMITTAL REGISTER

1.8.1 Use Of Submittal Register

SECTION 01 33 00 - Page 1

1.8.2 Contractor Use of Submittal Register

1.8.3 Approving Authority Use of Submittal Register

1.8.4 Contractor Action Code and Action Code

1.8.5 Copies Delivered to the Government

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED OR REJECTED SUBMITTALS

1.12 APPROVED/ACCEPTED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

1.15 General

1.16 MAINTAIN WORKING AS-BUILT CONTRACT DRAWINGS AND FIO DRAWINGS

1.17 FINAL APPROVED VERSIONS OF CONTRACTOR PREPARED DRAWINGS(ELECTRONIC

COPY)

1.18 STAMPS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

ENG Form 4025-R submittal register

SECTION 01 33 00 - Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Contractor's Quality Control (CQC) System Manager shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken.

Proposed variations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals. Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to commencing work on site.

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

Construction Progress Schedule

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

SECTION 01 33 00 - Page 3

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

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

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Unless otherwise specified testing must have been completed within three (3) years of date of contract award for the project.)

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

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel

SECTION 01 33 00 - Page 4 qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

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

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

SD-11 Closeout Submittals

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

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

1.1.2 Approving Authority

Office or designated person to review submittal.

1.1.2.1 Action Elements for Submittal Review

AE Architect/Engineer C Engineering & Construction Division, Construction Branch DDC Walla Walla District Dive Coordinator, Safety Office EA Engineering & Construction Division, Structural Design

"Architectural" ECC Operation's Division, Environmental Compliance Coordinator OPC Operation's Division, Pesticide Coordinator EL Engineering & Construction Division, Electrical Design GT Engineering & Construction Division, Geotechnical Design H Engineering & Construction Division, Hydraulic Design ME Engineering & Construction Division, Mechanical Design ST Engineering & Construction Division, Structural Design HDC Hydroelectric Design Center GE Engineering & Construction Division, General Engineering PMP Project Management Division, Planning PEC Project Management Division, Environmental Compliance SO Safety Office SLE Security Law Enforcement Officer EOC Engineering Design, Project Operations and Construction

SECTION 01 33 00 - Page 5

1.1.3 Work

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

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this SECTION:

SD-01 Preconstruction Submittals

Submittal Register; G C

SD-10 Operation and Maintenance Data

Draft O&M Manuals and Parts Catalogs; G C

Final Operation And Maintenance Manuals and Parts Catalogs; G C

SD-11 Closeout Submittals

Final Approved Versions of Contractor Prepared Drawings; G C

AS-BUILT CONTRACT DRAWINGS AND FIO DRAWINGS; G C

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 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 Contracting Officer.

Government approval is required for any variations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.

1.4 PREPARATION

1.4.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025-R) for submitting both Government approved and information only submittals 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

SECTION 01 33 00 - Page 6 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.

1.4.2 Identifying Submittals

When submittals are provided by either the Prime Contractor or subcontractor, the Prime Contractor is responsible to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title, location, and date.

b. Contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description (SD) number of each component of submittal.

g. When a resubmission, add a number suffix on submittal description, for example, submittal 18 would become 18.1, to indicate the resubmission.

h. Product identification and location in project.

The sequence of submission of drawings shall be such that all information is available for checking each drawing when it is received. Contract number and project shall be shown directly above the revision space on all drawings submitted. Drawing details and notes shall be of such quality and clarity and of sufficient definition and line weight as to permit sharp and totally legible scanning. All items shall be adequately identified to show where they will be used, and shall be referenced to applicable contract drawings and specification section.

All shop drawings submitted on a single transmittal (ENG form 4025-R) shall pertain to only one (1) specification section. Computed weights of all items shall be indicated on the shop drawings. Where drawings are submitted for either (1) assemblies consisting of more than one (1) piece of equipment, or (2) systems consisting of numerous components dependent one on the other for matching or compatible characteristics, complete information shall be submitted on all such related components at the same time.

1.4.3 Format for SD-02 Shop Drawings

All shop drawings prepared by the Contractor for this contract shall be 22 inches by 34 inches American National Standards Institute (ANSI D). All

SECTION 01 33 00 - Page 7 paper copies of shop drawings submitted to the Government shall be reduced in size to 11 by 17 inch.

a. All shop drawings shall have a title block and a revision block.

b. Title block shall include project title, sheet description, sheet number, contract number and issue date.

c. Revision block shall contain revision mark, revision description, date of revision.

d. Each Sheet shall have a unique number.

e. Each sheet shall have the Contractor Firm name on it.

1.4.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains. Mark out all product data not pertaining to the product being submitted.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist.

Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

d. Provide product data in English dimensions. Where product data are included in preprinted catalogs with Metric units only, submit English dimensions on separate sheet.

e. 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. Should manufacturer's data require supplemental information for clarification, submit as specified for SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and 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 Contracting Officer. 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.

g. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal. Mark the submittal to clearly indicate what choices, options, and portions of

SECTION 01 33 00 - Page 8 the product offering will be incorporated into the work. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

h. Submit manufacturer's instructions prior to installation.

1.4.5 Format of SD-04 Samples

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

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches Built up to A4 8-1/2 by 11 inches.

(3) Sample of Materials Exceeding A4 8-1/2 by 11 inches: Cut down to A4 8-1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 50 by 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.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three (3) units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one (1) sample of that manufacturer and style, for comparison.

1.4.6 Format of SD-05 Design Data and SD-07 Certificates

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

SECTION 01 33 00 - Page 9 a bound volume for submittals containing numerous pages.

1.4.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Provide reports on 8-1/2 by 11 inches paper in a complete bound volume.

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.4.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

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

1.5 QUANTITY OF SUBMITTALS

1.5.1 Electronic Copies

Submittal shall be sent in PDF format via e-mail to the respective transmittal mailbox. For Lower Granite and Little Goose Dams use the Upper Snake River Resident Office: UpperSnakeConResidentOffc@usace.army.mil and for Lower Monumental and Ice Harbor Dams use Lower Snake River Resident Office: LSCRO.Submittals@usace.army.mil.

Submittal files too large to send via e-mail shall be submitted using the AMRDEC Safe Access File Exchange (SAFE) website at:

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

When asked to "provide an email to provide access to", enter the Upper Snake River for Lower Granite and Little Goose Dams or Lower Snake River for Lower Monumental and Ice Harbor Dams Resident Office transmittal e-mail address.

1.5.2 Hard Copies (HC)

Not all submittals are required to be submitted in hard copy. Hard copies are only needed for submittals designated with a (HC) in the submittal title or as specifically designated by type of submittal.

submittal title example: As-Built Contract Drawings and FIO Drawings (HC)

1.5.3 Official Receipt of Transmittals

Official receipt of a transmittal that is sent electronically begins when the Government receives that transmission by e-mail or through AMRDEC.

Official receipt of the transmittal that also requires a hard copy submission only begins when the Government receives the hard copy and not the electronic submission.

1.5.4 Number of Hard Copies of SD-02 Shop Drawings

Submit one (1) paper copy of all (HC) designated submittals to the address below; each submittal shall be sent with one (1) copy of ENG form 4025-R to:

SECTION 01 33 00 - Page 10

District Commander

ATTN: CENWW-EC-C

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

1.5.4.1 Additional Hard Copies

Example

Submit one (1) copy of all final versions of bound documents, such as the final performance model tests reports to each address below (two total);

Each copy shall be sent with the ENG Form 4025-R.

ATTN: CENWW-EC-HH

Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876

USAED Portland District Hydroelectric Design Center (HDC) ATTN: Joshua Sills 333 S.W. First Avenue, 8th Floor Portland, OR 97204-3495

1.5.5 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit (HC) designated SD-03 and SD-08 submittals in compliance with quantity requirements specified for shop drawings.

1.5.6 Number of Samples SD-04 Samples

ALL SD-04 SUBMITTALS REQUIRE A HARD COPY SUBMISSION IN THE QUANTITIES

DISCUSSED BELOW:

a. Submit two (2) samples, or two (2) sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to Contractor.

b. Submit one (1) sample panel or provide one (1) sample installation where directed. Include components listed in technical section or as directed.

c. Submit one (1) sample installation.

d. Submit one (1) sample of non-solid materials.

1.5.7 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit (HC) designated SD-05 and SD-08 submittals in compliance with quantity requirements specified for shop drawings.

1.5.8 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit (HC) designated SD-06 and SD-09 submittals in compliance with

SECTION 01 33 00 - Page 11 quantity requirements specified for shop drawings, except for test results that will be submitted with QC reports.

1.5.9 Number of Copies of SD-10 Operation and Maintenance Data

ALL SD-10 SUBMITTALS REQUIRE A HARD COPY SUBMISSION IN THE QUANTITIES

DISCUSSED BELOW:

Submit in compliance with this SECTION.

Submit One (1) copy each to the following respective addresses with remainder sent to the District office address See paragraph "Number of Copies of SD-02 Shop Drawings."

Operating Project Manager Ice Harbor Project Office 2763 Monument Drive Burbank, WA 99323

Lower Monumental Project Office ATTN: Chief, Technical Section P.O. Box 10 5520 Devils Canyon Road Kahlotus, WA 99335

Operations Project Manager Little Goose Project Office 1001 Little Goose Dam Road Dayton, WA 99328

Operations Project Manager Lower Granite Project Office 885 Almota Ferry Road Pomeroy, WA 99347-9758

1.5.10 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit (HC) designated SD-01 and SD-11 submittals in compliance with quantity requirements specified for shop drawings.

1.6 INFORMATION ONLY SUBMITTALS

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

The following list applies to all for information only submittals:

a. The Contractor is not relieved from the obligation to furnish material conforming to the plans and specifications.

b. The Contracting Officer reserves the right to require the Contractor to resubmit any item found not to comply with the contract, and is not prevented from requiring removal and replacement of nonconforming material incorporated in the work.

c. 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

SECTION 01 33 00 - Page 12 so prescribe.

1.7 VARIATIONS REQUESTS

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

1.7.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP). Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.7.2 Proposing Variations

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

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

1.7.3 Warranting That Variations Are Compatible

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

1.7.4 Review Schedule Is Modified

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

1.8 SUBMITTAL REGISTER

The Government will provide the submittal register attached to the end of this SECTION, with the following field:

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

SECTION 01 33 00 - Page 13 column (e) as limiting project requirements.

Column (f): Indicate approving authority for each submittal.

1.8.1 Use Of Submittal Register

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

Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

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

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

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

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

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract:

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

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

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program:

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

Column (l) List date of submittal receipt.

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

Column (q) List date returned to Contractor.

1.8.4 Contractor Action Code and Action Code

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

NR - Not Received

AN - Approved as noted

SECTION 01 33 00 - Page 14

A - Approved

RR - Disapproved, Revise, and Resubmit

1.8.5 Copies Delivered to the Government

Deliver one (1) copy of submittal register updated by Contractor to Government with each invoice request.

1.9 SCHEDULING

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

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

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

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

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

e. Allow the Government 30 calendar days to review submittals and for each resubmittal. The 30-day period shall commence at date of receipt of transmittals from the Contractor by the Government and the period shall end at date of signature of Approving Authority on the ENG Form 4025-R.

Within 15 calendar days of receipt of Notice To Proceed provide, as outlined under SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, paragraph PROJECT SCHEDULE, for approval by the Contracting Officer, the following schedule of submittals in the Project Schedule submittal:

a. A schedule of shop drawings and technical submittals required by the specifications and drawings. Indicate the specification or drawing reference requiring the submittal; the material, item, or process for which…