W9127N22B0013 BN Sluiceway Gate Replacement Solicitation.pdf

SOLICITATION

W9127N22B0013

BONNEVILLE LOCK AND DAM

MULTNOMAH COUNTY, OREGON

POWERHOUSE I ICE AND TRASH SLUICEWAY LEAF REPLACEMENT

Project Manual

CODE

(Hour)

PAGE(S)

until 02:00 PM local time 08 Jun 2022

X

A X B X C

D

EX

X G F 18 - 25

26 - 29 H

Kristel.M.Flores@usace.army.mil

RATING PAGE OF PAGES

7. ISSUED BY

(Date)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

Previous Edition is Unusable 33-134 STANDARD FORM 33 (REV. 9-97)

Prescribed by GSA FAR (48 CFR) 53.214(c)

1 29

(If other than Item 7)

15A. NAME 16. NAME AND TITLE OF PERSON AUTHORIZED TO

AND

ADDRESS

SIGN OFFER (Type or print)

OF

OFFEROR

AMENDMENT NO. DATE

15B. TELEPHONE NO (Include area code) 17. SIGNATURE15C. CHECK IF REMITTANCE ADDRESS

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

18. OFFER DATE

1. THIS CONTRACT IS A RATED ORDER

UNDER DPAS (15 CFR 700)

2. CONTRACT NO.

W9127N 8. ADDRESS OFFER TO

See Item 7

9. Sealed offers in original and 1 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in

CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and

USACE, Portland District conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

KRISTEL M FLORES 503-808-4664

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

2 - 4

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT

PACKAGING AND MARKING

5 - 6 J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 9 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) M

L INSTRS., CONDS., AND NOTICES TO OFFERORS

EVALUATION FACTORS FOR AWARD

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT

(See Section I, Clause No. 52.232-8)

14. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments

AMENDMENT NO. DATE

to the SOLICITATION for offerors and related documents numbered and dated):

FACILITY

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period

SOLICITATION, OFFER AND AWARD

X

(X) SEC. DESCRIPTION (X) SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EMAIL:TEL: (Signature of Contracting Officer)

CODE CODE

B. TELEPHONE (Include area code) C. E-MAIL ADDRESS

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( ) (4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

PART IV - REPRESENTATIONS AND INSTRUCTIONS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

10 - 17

PART II - CONTRACT CLAUSES

USACE, PORTLAND DISTRICT

333 SW 1ST AVE

PORTLAND OR 97204

FAX:

TEL:

FAX:

TEL:

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

SOLICITATION

6. REQUISITION/PURCHASE NO.5. DATE ISSUED

09 May 2022

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

W9127N22B0013

TOC-1

BONNEVILLE POWERHOUSE I ICE & TRASH

SLUICEWAY LEAF REPLACEMENT

A

B

C

E

F

G

I

J

K

L

TABLE OF CONTENTS

SOLICITATION, OFFER, AND AWARD (SF 1449)

SUPPLIES OR SERVICE AND PRICES

DESCRIPTION/SPECIFICATIONS

GENERAL AND TECHNICAL SPECIFICATION REQUIREMENTS

INSPECTION AND ACCEPTANCE TERMS

DELIVERIES OR PERFORMANCE

CONTRACT ADMINISTRATION DATA

CONTRACT CLAUSES

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

J1: Submittal Register (ENG FORM 4288-R)

J2: Transmittal Form (ENG FORM 4025-R)

REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OFOFFERORS

INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

Lower Leaf Gate

FFP

Measurement will be made as a job providing all labor, equipment, materials, and incidentals required for fabrication activities, and delivery of the approved lower leaf and roller assembly of the Bonneville Ice and Trash Sluiceway Gate to Bonneville Lock and Dam as specified by Plans and Specifications and Government reviewed and approved shop drawings. Payment will be made at the Contract amount under CLIN 0001.

FOB: Destination

PSC CD: Z1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job

Upper Leaf Gate

FFP

Measurement will be made as a job providing all labor, plant, equipment, materials, and incidentals required for fabrication activities, and delivery of the approved upper leaf and roller assembly of the Bonneville Ice and Trash Sluiceway Gate to Bonneville Lock and Dam as specified by Plans and Specifications and Government reviewed and approved shop drawings. Payment will be made at the Contract amount under CLIN 0002.

FOB: Destination

PSC CD: Z1KA

NET AMT

SECTION B-1

0003 1 Job

Lifting Arms, Sheaves and Wire Rope

FFP

Measurement will be made as a job providing all labor, plant, equipment, materials, and incidentals required for fabrication activities, and delivery of the approved lifting arms, sheaves and wire rope of the Bonneville Ice and Trash Sluiceway Gate to Bonneville Lock and Dam as specified by Plans and Specifications and Government reviewed and approved shop drawings. Payment will be made at the Contract amount under CLIN 0003.

FOB: Destination

PSC CD: Z1KA

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 1 Job

Tensiometers

FFP

Measurement will be made as a job providing equipment, materials, and incidentals required, and delivery of the approved tensiometers, of the Bonneville Ice and Trash Sluiceway Gate to Bonneville Lock and Dam as specified herein. Payment will be made at the Contract amount under CLIN 0004.

FOB: Destination

PSC CD: Z1KA

SECTION B-2

0005 1 Job

Electrical Equipment

FFP

Measurement will be made as a job providing equipment, materials, and incidentals required, and delivery of the approved electrical equipment, for Bonneville Dam Ice and Trash Sluiceway Gate as specified herein. Payment will be made at the Contract amount under CLIN 0005.

FOB: Destination

PSC CD: Z1KA

SECTION B-3

Section C - Descriptions and Specifications

STATEMENT OF WORK

1. SCOPE:

1.1. The U.S. Army Corps of Engineers (USACE), Portland District requests to replace a (critical) sluiceway gate that was severely damaged. Bonneville Dam is located on the Columbia River east of Portland about 40 miles. Delivery of upper leaf, lower leaf, rollers on the gates, tension wire ropes, tensiometers, and other electrical equipment to be delivered to the Bonneville dam near Powerhouse I at Bradford Island. A brief overview of requirement includes:

a. Supply and delivery of lower leaf of sluiceway per specs and drawings.

b. Supply and delivery of upper leaf of sluiceway per specs and drawings.

c. Supply and delivery of Lifting Arms, Sheaves and Wire Rope per specs and drawings.

d. Supply and delivery of Four Tensiometers per specs and drawings.

e. Supply and delivery of eletrical equipment per specs and drawings.

2. AT/OPSEC Requirements:

2.1. All contractor and all associated subcontractors’ employees shall comply with applicable facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security 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."

2.2. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

2.3. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate 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 Candidates must be provided to the COR no later than 3 business days after the initial contract award.

2.4. The Contractor will coordinate with the COR and/or the facility security office for access when required.

All contract 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.

3. ACCEPTANCE OF MATERIALS:

3.1. Materials will be inspected at Bonneville Dam prior to final acceptance. Quoter shall supply items in the sizes and quantities specified to satisfy the requirements of the Government. Quoter shall be responsible for providing as few shipments as possible to get items listed in the scope of work to site. Quoter shall properly store and transport the components to prevent damage during shipping. If items are damaged during shipping, Quoter shall ensure that replacement parts are expedited to the site, at the Quoter’s expense, so instillation of the Governors is not delayed. Payment for delivered materials will not be made until after the

SECTION C-1

delivery date to ensure all items required for the instillation are on-site, inspected and approved for payment prior to commencement of work.

3.2. New equipment only; No remanufactured or “gray market” items. All items must be covered by manufacturer’s warranty.

4. SHIPPMENT & DELIVERY:

4.1. The Contractor shall deliver all materials to destination for CLINs 0001 thru 0005.

4.2. All deliveries must take place during Bonneville Dams working hours, 7:00am – 4:00pm Monday - Thursday except Federal holidays. There is no one on site to accept Friday deliveries.

4.3. Delivery Address for Shipment:

USACE – Bonneville Dam Attn: Stanley Cummings

CENWP-ODB

Bonneville Lock and Dam, Cascade Locks, OR 97014

SECTION C-2

Bonneville Powerhouse I Ice & Trash Sluiceway Leaf Replacement

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

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

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

DIVISION 05 - METALS

05 59 20.00 25 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 - FINISHES

09 97 02.00 25 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 - ELECTRICAL

26 05 00.00 25 COMMON WORK RESULTS FOR ELECTRICAL

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 41.00 25 ELECTROMECHANICAL OPERATING MACHINERY FOR LOCKS AND DAMS

35 01 70.13 25 WIRE ROPE FOR GATE OPERATING DEVICES

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

ASSEMBLY

35 20 16.53 25 VERTICAL LIFT GATES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION C-1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 SUBMITTALS

1.2 MEANING OF TERMS

1.3 CONTRACTING OFFICER

1.4 INVOICING AND CONTRACT ADMINISTRATION

1.5 SERIAL LETTER CORRESPONDENCE

1.5.1 Numbering

1.5.2 Subcontractors

1.5.3 Transmittals

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

1.7 LETTERS OF AUTHORITY

1.8 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.9 PARTNERING

1.10 BASIS FOR SETTLEMENT OF PROPOSALS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 00.00 25 Page 1

SECTION C-2

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval, information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

SD-01 Preconstruction Submittals

Authenticate Actions

1.2 MEANING OF TERMS

a. Specification Sections of this Contract are generally written in the imperative mood. In sentences using the imperative mood, the subject, "the Contractor," is implied. Also implied in this language are "shall," "shall be," "must," or similar words and phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project.

b. Wherever "directed," "required," "prescribed," or other similar words are used, the "direction," "requirement," or "order" of the Contracting Officer (CO) is intended. Similarly, wherever "approved," "acceptable," "suitable," "satisfactory," or similar words are used, the words mean "approved by," "acceptable to," or "satisfactory to" the CO.

c. The word "will" generally pertains to decisions or actions of the

CO.

1.3 CONTRACTING OFFICER

The CO who signed this Contract is the primary CO for the Contract.

Nevertheless, any CO assigned to the Portland District and acting within his/her authority may take formal action on this Contract when a Contract action needs to be taken and the primary CO is unavailable. All correspondence must be through the CO or, upon notification, their authorized Representative (COR).

1.4 INVOICING AND CONTRACT ADMINISTRATION

The Contracting Officer’s Representative (COR) is anticipated to be:

Jessica Kettelkamp, 503.314.9269, Jessica.L.Kettelkamp@usace.army.mil

Email invoice to the Finance Center at: CEFC-G2INVOICES@USACE.ARMY.MIL

SECTION 01 10 00.00 25 Page 2

SECTION C-3

1.5 SERIAL LETTER CORRESPONDENCE

All letters must be electronically submitted to the Government and must be sent to designated parties via email and exported via the RMS interface.

All letters must be signed in accordance with the letters of authority.

Send any documents requiring original hardcopy/signatures to: Small Projects Team, PO Box 2946, 333 SW First Ave., Portland, OR 97208.

1.5.1 Numbering

All serial letter correspondence must be independently numbered sequentially with no numbers missing or duplicated, commencing with number one. Each letter must show the Contract number, description, and subject matter. Only one subject should be covered in the same letter.

1.5.2 Subcontractors

Subcontractors must not correspond with either the Resident or District offices; the Prime Contractor must handle all correspondence.

1.5.3 Transmittals

Transmittals of signed pay estimates, payrolls, submittals, and other similar correspondence will not require a Serial Letter.

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

Submit SD-01, Preconstruction Submittals (listed on the submittal register, Attachment A1, and defined in Section 01 33 00, SUBMITTAL PROCEDURES). The listed components of the Project-Specific Management Plan (PSMP) must be submitted separately under the appropriate specifications section. Upon approval, the components must be combined into a single PSMP binder that will be kept onsite. Update the PSMP whenever the plans contained within are updated or amended.

The PSMP must include:

a. Section III - Quality Control System

(1) Contractor's quality control (CQC) plan.

(2) CQC Daily Report form.

b. Project Work Plan. The following are examples:

(1) Packing and Transportation Measures.

(2) Project Bridge Travel During Delivery.

(3) Welder qualifications.

(4) Welding procedures.

(5) Bolt pre-tensioning procedure.

c. Schedule for Fabrication.

(1) Pre-fabrication Meeting

SECTION 01 10 00.00 25 Page 3

SECTION C-4

(2) Hold Point Schedule

(3) Fit-Up of Critical Components

(4) Final Weld Inspection

(5) Final Dimensional Inspection

(6) Hang Test

(7) Surface Prep Inspection

(8) Primer Inspection

(9) Final Coating Inspection

(10) Final Assembly

d. Submittal Register.

1.7 LETTERS OF AUTHORITY

a. To authenticate actions required under terms of this Contract, furnish a letter of authority to the COR that indicates the names of individual or individuals who are authorized to perform the following functions on behalf of the company:

(1) Sign invoices.

(2) Sign Contract modifications, supplemental agreements and consent of surety.

(3) Sign Release of Claims.

(4) Sign Correspondence.

(5) Sign to indicate the Government individual(s) responsible for Quality Control for the item(s) being received under this contract.

b. This letter of authority must bear the typewritten names and the handwritten signatures of each individual and be signed by the person whose signature appears on the final Contract.

1.8 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant Contract, USACE Contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE Contractors in their outreach efforts:

a. U.S. Department of Labor Veterans employment: www.vets.gov/

b. Federal veteran employment information:

SECTION 01 10 00.00 25 Page 4

SECTION C-5

www.fedshirevets.gov/index.aspx

c. Veterans' Employment and Training Service (VETS):

http://www.dol.gov/vets/

d. Veterans Opportunity to Work (VOW) Program:

http://benefits.va.gov/vow/

e. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

1.9 PARTNERING

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. Among the objectives are effective and efficient Contract performance and are intended to achieve completion within budget, on schedule, and in accordance with the plans and specifications; and to develop a single cooperative management team focused on the success of the project to mutual benefit of all stakeholders. This partnership will be bilateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by both parties, and will be shared equally with no change to the Contract price. An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-adversarial manner through the use of issue clarification and problem solving. Alternate Dispute Resolution (ADR) methodologies will be encouraged in place of the more formal dispute resolution procedures. ADR will assist in promoting and maintaining an amicable working relationship to preserve the partnership. ADR is a voluntary, non-binding procedure available for use by the parties to this Contract to resolve any dispute that may arise during performance.

1.10 BASIS FOR SETTLEMENT OF PROPOSALS

a. Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis.

b. In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

SECTION 01 10 00.00 25 Page 5

SECTION C-6

(5) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 10 00.00 25 Page 6

SECTION C-7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCHEDULE FOR FABRICATION

1.5 CONTRACTOR EMPLOYEES

1.6 PRE-DELIVERY AGREEMENTS

1.7 SECURITY PROCEDURES

1.7.1 Verification of Employment Eligibility

1.7.2 Access & General Protection/Security Policy & Procedures

1.7.3 Contractors Not Requiring Government Identification

1.8 PROJECT BRIDGE TRAVEL DURING DELIVERY

1.9 CONTRACTOR USE OF GOVERNMENT CRANES

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 10.00 25 Page 1

SECTION C-8

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This Section covers general requirements applicable to specific Contractor's operations and equipment.

1.2 REFERENCES

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

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO LRFD (8th Edition; 2017) Bridge Design Specifications

U.S. ARMY CORPS OF ENGINEERS (USACE)

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule for Fabrication; G

Security Procedures

Delivery Driver With Verified Eligibility

Project Bridge Travel During Delivery

Packing And Transportation Measures; G

Pre-Delivery Agreements

SD-05 Design Data

Load Diagram; G

1.4 SCHEDULE FOR FABRICATION

Submit a detailed schedule for accomplishing the work in this Contract.

The schedule will not be used by the Government to select a Contractor;

rather it will be used to ensure that the Contractor is capable of accomplishing the necessary work in the allotted time periods. The schedule must be consistent with the completion dates as specified for

SECTION 01 10 10.00 25 Page 2

SECTION C-9

Material Lead times, Anticipated periods of inspection and testing involving the Army Corps of Engineers, completion of work, and delivery of product. Other Contractor's work, and delivery of equipment must also be coordinated in accordance with the fabrication schedule.

1.5 CONTRACTOR EMPLOYEES

Ensure that all employees are capable of demonstrating adequate knowledge of tools, supplies, equipment, and techniques necessary to competently perform the work. All personnel employed by the Contractor must be fully qualified in their respective fields to render the services necessary.

The Government may require the Contractor to discontinue using any employee in the performance of the work specified in this Contract determined by the Government to be unsatisfactory.

1.6 PRE-DELIVERY AGREEMENTS

Submit the packing and transportation measures submittal as part of the pre-construction submittals. Submittal contents must include:

a. Size and weight of delivery.

b. Intended route of delivery.

c. Component layout and rigging.

d. Use cardboard edge protectors, and cardboard barriers for product protection addressing damages due to loading, paint damage and binding damages. Cover product with tarp if allowable.

e. Keep electrical equipment in a dry environment to limit Moister intrusion for equipment that is not water resistent/proof. If electrical packages are put into a single container, use cardboard packaging to protect from damage during shipping.

f. Anticipated coordination or support Contractor will require from the Government.

1.7 SECURITY PROCEDURES

1.7.1 Verification of Employment Eligibility

Drivers delivering to the Project site are considered to be Contractor personnel and must be U.S. Citizens to gain access. The Contractor is responsible to pre-screen Contractor and subcontractor personnel using the E-Verify Program at http://www.uscis.gov/E-verify to meet the established employment eligibility requirements. Two valid forms of Government issued identification will be required per individual to ensure the correct information is entered into the E-verify system. Submit the name of the intended delivery driver with verified eligibility to the COR two weeks prior to any scheduled delivery.

1.7.2 Access & General Protection/Security Policy & Procedures

All contractor and all associated sub-contractors employees will comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor will also provide all information required for background checks to meet

SECTION 01 10 10.00 25 Page 3

SECTION C-10

installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security 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.

1.7.3 Contractors Not Requiring Government Identification

Contractor and all associated sub-contractors employees who need access to a DoD facility or installation will comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.8 PROJECT BRIDGE TRAVEL DURING DELIVERY

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFD, HL-93 vehicle and load requirements. Submit the Load Diagrams submittal for approval showing wheel loads, wheel spacing, and travel speed a minimum of 30 days prior to delivery.

Prior coordination and approval for such loads must be obtained before proceeding. No exclusion trucks, multi-axle specialized hauling vehicles (SHV) or mobile cranes will be allowed on a bridge deck without prior review and approval.

b. At a minimum, the loading diagram must include the following information:

(1) A typical section and plan view of the bridge, the position of the wheel loads and wheel spacing of the truck or crane.

(2) The Gross Vehicle Weight (GVW) of the vehicle and all axle weights.

(3) For cranes, the location and weight of axles before and after counter weights are installed, all outrigger loads, required crane boom length, weight and location of center of gravity. This should also include the effects of guy lines, upper spreader and jib mast. If using a jib, show the length, weight, and location of the center of gravity.

c. Any SHV's authorized to drive on the bridge deck must have all lift axles lowered and fully engaged while the vehicle has any load. For cranes, all specialized boom trailers must be engaged until a final set up with the outriggers are made and approved.

1.9 CONTRACTOR USE OF GOVERNMENT CRANES

Use of Government cranes for any work or access is not allowed by Contractor.

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SECTION C-11

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 10 10.00 25 Page 5

SECTION C-12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Delivery Location

1.2.2.1 Delivery Notification

1.3 CONTRACT DRAWINGS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

This Section provides a summary of the various Contract work elements and their relationship to each other. This Section does not provide the technical detail for particular work activities, but describes the work as a whole, providing overall perspective to the separate tasks and their interrelationships. Use this Section in conjunction with all the Specification Sections and the Drawings to establish the total work requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

a. The work includes:

(1) Government reviewed and approved shop drawings

(2) Fabrication and delivery of the lower and upper leaves of the sluiceway gate

(3) Fabrication and delivery of sheaves

(4) Fabrication and delivery of lifting arms

(5) Fabrication and delivery of roller assemblies and wire rope

(6) Procurement and delivery of specification-compliant running line tensiometers in the quantities detailed herein

(7) Procurement and delivery of all equipment indicated in the Electrical Equipment Materials List as detailed in the contract drawings. Provide the quantity of items listed as indicated. Refer to Section 26 05 00.00 25, COMMON WORK RESULTS FOR ELECTRICAL for equipment details.

(8) Prefabrication Conference, See DIV 05 59 20.00 25, FABRICATION OF HYDRAULIC STEEL STRUCTURES and other meetings will be included in contract with the Government.

b. This effort is to include all associated works required and described within this Contract package.

1.2.2 Delivery Location

The delivery site is located at Powerhouse I of Bonneville Lock and Dam, Cascade Locks, OR 97014. From Portland, OR., take highway I-84 east, and take exit 40, mile post 40, to Bonneville Dam.

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1.2.2.1 Delivery Notification

Provide a delivery notification to COR seven days before delivery of gate.

Coordinate with COR to ensure delivery area prepared ahead of delivery is available and clear of obstructions.

1.3 CONTRACT DRAWINGS

a. The Drawings that accompany these Specifications are a part thereof.

b. Contract drawings, maps, and Specifications will be furnished to the Contractor without charge per Contract Clause 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS. Reference publications will not be furnished.

c. Immediately check furnished drawings, maps, and specifications and notify the Government of any discrepancies.

d. Contract drawing deliverables will be electronic format as-specified herein.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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DIVISION 01 - GENERAL REQUIREMENTS

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MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 JOB PAYMENT ITEMS

1.3 MEASUREMENT AND PAYMENT

1.3.1 Lower Leaf Gate, CLIN 0001

1.3.2 Upper Leaf Gate, CLIN 0002

1.3.3 Lifting Arms, Sheaves and Wire Rope, CLIN 0003

1.3.4 Tensiometers, CLIN 0004

1.3.5 Electrical Equipment, CLIN 0005

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

In each instance, the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item. In the event any work is required by the specifications Sections or by the Drawings and not specifically mentioned in the Paragraphs MEASUREMENT and PAYMENT, separate or direct payment will not be made and all costs thereof are incidental to the work and included in the Contract prices and payments for all Contract Line Item Numbers (CLIN) listed in the price schedule.

1.2 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in Section 00 10 00, PRICE SCHEDULE, and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job item, must be included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed will constitute full compensation for furnishing all plant, labor, materials, and equipment;

performing all associated Contractor quality control, environmental protection, commissioning, preparation of shop drawing, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for which separate payment is not otherwise provided. Provide a schedule of values for job items prior to the first pay request. Update with each subsequent payment request.

MANDATORY ITEMS

1.3 MEASUREMENT AND PAYMENT

1.3.1 Lower Leaf Gate, CLIN 0001

a. Measurement: Measurement will be made as a job providing all labor, equipment, materials, and incidentals required for fabrication activities, and delivery of the approved lower leaf and roller assembly for Bonneville Dam Ice and Trash Sluiceway Gate by Plans and Specifications. Including Government reviewed and approved shop drawings provided by Contractor.

b. Payment: Payment will be made at the Contract amount under CLIN 0001.

1.3.2 Upper Leaf Gate, CLIN 0002

a. Measurement: Measurement will be made as a job providing all labor, equipment, materials, and incidentals required for fabrication

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activities, and delivery of the approved upper leaf and roller assembly for Bonneville Dam Ice and Trash Sluiceway Gate by Plans and Specifications. Including Government reviewed and approved shop drawings provided by Contractor.

b. Payment: Payment will be made at the Contract amount under CLIN 000

1.3.3 Lifting Arms, Sheaves and Wire Rope, CLIN 0003

a. Measurement: Measurement will be made as a job providing all labor, equipment, materials, and incidentals required for fabrication activities, and delivery of the approved lifting arms, sheaves and wire rope for Bonneville Dam Ice and Trash Sluiceway Gate by Plans and Specifications. Including Government reviewed and approved shop drawings provided by Contractor.

b. Payment: Payment will be made at the Contract amount under CLIN 0003.

1.3.4 Tensiometers, CLIN 0004

a. Measurement: Measurement will be made as a job providing equipment, materials, and incidentals required, and delivery of the approved tensiometers, for Bonneville Dam Ice and Trash Sluiceway Gate as specified herein.

b. Payment: Payment will be made at the Contract amount under CLIN 0004.

1.3.5 Electrical Equipment, CLIN 0005

a. Measurement: Measurement will be made as a job providing equipment, materials, and incidentals required, and delivery of the approved electrical equipment, for Bonneville Dam Ice and Trash Sluiceway Gate as specified herein.

b. Payment: Payment will be made at the Contract amount under CLIN 0005.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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DIVISION 01 - GENERAL REQUIREMENTS

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SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

1.3.2 Approving Authority

1.3.3 Work

1.4 SUBMITTAL DESIGNATION

1.5 SUBMITTAL REGISTER

1.5.1 Maintain Submittal Register

1.5.2 Use of Submittal Register

1.5.3 Government Approved Submittals

1.5.3.1 Quantity of Submittals

1.5.3.2 Processing of "G" Submittals.

1.5.4 Information Only Submittals

1.5.4.1 General

1.5.4.2 Processing of Information Only Submittals

1.6 SUBMITTAL COORDINATION

1.6.1 Submittal Coordination Meeting

1.6.2 Submittal Register ENG Form 4288-R

1.6.3 Submittal Register Updates

1.7 SCHEDULING

1.8 TRANSMITTAL FORM (ENG FORM 4025-R)

1.9 CROSS-REFERENCE (ENG FORM 4288-R/ENG FORM 4025-R)

1.10 SUBMITTAL PROCEDURES

1.10.1 Drawings

1.10.1.1 Printed Material

1.11 CERTIFICATES OF COMPLIANCE

1.12 DISAPPROVED SUBMITTALS

1.13 APPROVED SUBMITTALS

1.14 CONTRACTOR'S FILES

1.15 PAYMENT

1.16 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 GENERAL INFORMATION

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

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

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

d. The Contractor's Quality Control (CQC) System Manager must check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the Contract requirements must be clearly identified. Submittals must include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

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

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

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

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 DEFINITIONS

1.3.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical Sections and in the

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preliminary submittal register (ENG Form 4288-R, Attachment A1).

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

SD-01 Preconstruction Submittals

a. Submittals required prior to start of fabrication work. Includes, but not limited to: schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

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

SD-07 Certificates

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

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

c. Text of posted operating instructions.

SD-10 Operation and Maintenance Data

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

b. This Data is intended to be incorporated in an operations and

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maintenance manual or control system.

1.3.2 Approving Authority

Office or designated person authorized to approve submittal.

1.3.3 Work

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

1.4 SUBMITTAL DESIGNATION

Submittals are classified as follows:

a. Government Approved (G).

b. Information Only. Submittals not requiring Government approval will be for information only.

1.5 SUBMITTAL REGISTER

1.5.1 Maintain Submittal Register

a. Prepare and maintain Submittal Register, ENG Form 4288-R, , as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and (i) as approved. This list may not be all inclusive and additional submittals may be required.

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

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

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

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

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

1.5.2 Use of Submittal Register

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

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

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1.5.3 Government Approved Submittals

1.5.3.1 Quantity of Submittals

SD-01, SD-02, SD-03, and SD-05 through SD-11 submittals: Upload submittals with corresponding ENG 4025-R transmittal forms (Attachment A2) as outlined in Paragraph entitled E-SUBMITTALS . SD-04 submittals: Submit two samples of "G" submittals with two corresponding ENG 4025-R transmittal forms, unless otherwise specified. Upon completion of review, "G" submittal copies will be marked with an action code, dated, electronically signed, and electronically returned to the Contractor as specified below:

1.5.3.2 Processing of "G" Submittals.

a. Submittals will be reviewed and processed as follows:

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

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

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

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

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

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

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

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

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

Submittals which have been received but do not comply with

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

b. Resubmittal will not be required for approved submittals unless subsequent changes are made by Contractor or by Contract modification. For submittals required to be resubmitted, make corrections required, note any changes by dating the revisions to correspond with the change request date, and promptly resubmit the corrected material. Resubmittals must be associated with the "parent" by use of sequential numbers (for example, resubmittal of transmittal 8 will be 8.1, 8.2, etc) . Government costs incurred after the first resubmittal may be charged to the Contractor.

1.5.4 Information Only Submittals

1.5.4.1 General

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

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the Contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the CO from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.5.4.2 Processing of Information Only Submittals

Submit information only submittals electronically prior to delivery of the material or equipment to the job site. ENG Form 4025-R must be marked with the words "Contractor approved - information copy only" in the REMARKS block of the form. Submittals will be monitored and spot checks made. When such checks indicate noncompliance, the Contractor will be notified by the same method used for Government Approval submittals.

Resubmittal of nonconforming information only submittals must be reclassified Government Approval ("G") and re-submitted electronically for approval.

1.6 SUBMITTAL COORDINATION

1.6.1 Submittal Coordination Meeting

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

1.6.