B.08 Amended Solicitation W9127N21R00130001 (Detroit Dam Transformers ).pdf

DETROIT DAM, LINN &

MARION COUNTIES, OREGON

DETRIOT TRANSFORMER REPLACEMENT PHASE 1

SOLICITATION

W9127N21R0013

PROJECT MANUAL

CODE

(Hour)

PAGE(S)

until 01:00 PM local t ime 16 Aug 2021

X

A X B

C D

EX

X G F 35 - 43

44 - 52 H 53 - 58

ROBBIE.R.NEWLAND@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 58

(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 0 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

See Block 7 conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

ROBBIE R NEWLAND 503-808-4634

11. TABLE OF CONTENTS

SOLICITATION/ CONTRACT FORM

SUPPLIES OR SERVICES AND PRICES/ COSTS

2 - 4

X I CONTRACT CLAUSES

DESCRIPTION/ SPECS./ WORK STATEMENT X

PACKAGING AND MARKING

J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

6 X K REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 7 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) X 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 - REPRESENTATIO NS AND INSTRUCTIO NS

PART III - LIST O F DO CUMENTS, EXHIBITS AND O THER ATTACHMENTS

8 - 33

PART II - CO NTRACT 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.

W66QKZ03495776

5. DATE ISSUED

30 Jun 2021

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

W9127N21R0013

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 2 Each Design, Manufacture and Factory Test

FFP

87,000 kVA; 230 kV high-voltage winding, 13.2 kV low-voltage winding; Class ONAN cooling; three-phase GSU power transformer and accessories.

(Section 48 19 23.04 26)

PROJECT NO.: 452797

FOB: Destination

MILSTRIP: W66QKZ03495776

PURCHASE REQUEST NUMBER: W66QKZ03495776

PSC CD: 6120

NET AMT

0002 1 Job Deliver Transformers

FFP

Deliver the transformer and devices removed for the purposes of shipment from the manufacturing facility complete to the Detroit Dam transformer yard.

(Section 48 20 00.04 26)

PROJECT NO.: 452797

FOB: Destination

SECTION B-1

0003 1 Job Off-load Transformers

FFP

Off-load the transformers and devices removed for shipment at the Detroit Dam power plant transformer yard, perform inspections, perform cleaning, move transformer to its operating location, perform transformer reassembly, furnish transformer oil and perform oil-filling and processing, perform field tests, and provide the of services of an Erecting Engineer and Commissioning Agent.

(Section 48 20 00.04 26)

PROJECT NO.: 452797

FOB: Destination

0004 1 Lot Furnish Spare Parts

FFP

(Section 48 19 23.04 26, paragraph 2.17)

PROJECT NO.: 452797

FOB: Destination

SECTION B-2

0005 1 Job OPTION Short-term temporary storage

FFP

Provide short-term temporary storage of the transformer and accessories at the Detroit Dam power plant not to exceed 6 months in duration, including: move transformer to the temporary storage location, off-loading, provision of an oil containment berm and hardwood timber mats, provision of temporary grounding and 120 VAC power connections for cabinet heaters and lights, load and move the transformer to the transformer yard as the location is made available by the separate installations contractor, and provide the services of an Erecting Engineer.

(Section 48 20 01.04 26)

PROJECT NO.: 452797

FOB: Destination

SECTION B-3

Detroit Transformers Replacement Phase 1

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 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

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

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 23.00 25 OPERATION AND MAINTENANCE DATA

01 78 39.00 25 AS-BUILT RECORDS AND DRAWINGS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 26 CYBERSECURITY

DIVISION 26 - ELECTRICAL

26 05 19.00 26 INSULATED WIRE AND CABLE

26 08 02.04 26 TRANSFORMER COMMISSIONING

DIVISION 48 - ELECTRICAL POWER GENERATION

48 19 23.04 26 CLASS II GSU POWER TRANSFORMERS

48 20 00.04 26 TRANSFORMER SHIPMENT, HAULING AND SITE ASSEMBLY

48 20 01.04 26 TRANSFORMER SHORT-TERM TEMPORARY STORAGE (OPTIONAL)

-- 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 REFERENCES

1.2 MEANING OF TERMS

1.3 CONTRACTING OFFICER

1.4 SERIAL LETTER CORRESPONDENCE

1.4.1 Numbering

1.4.2 Subcontractors

1.4.3 Transmittals

1.5 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

1.7 LETTERS OF AUTHORITY

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 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

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 is intended. Similarly, wherever "approved," "acceptable," "suitable," "satisfactory," or similar words are used, the words mean "approved by," "acceptable to," or "satisfactory to" the Contracting Officer.

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

d. Pre-Construction Submittals refer to Pre-Work submittals or submittals required prior to work on site as applicable.

1.3 CONTRACTING OFFICER

The Contracting Officer (CO) who signed this Contract is the primary Contracting Officer 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 Contracting Officer is unavailable. All correspondence must be through the Contracting Officer or, upon notification, their authorized Representative (COR).

1.4 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: Eugene

SECTION 01 10 00.00 25 Page 2

SECTION C-3

Resident Office, 211 E 7th Avenue, Suite 220, Eugene, OR 97401.

1.4.1 Numbering

All serial letter correspondence must be independently numbered sequentially with no numbers missing or duplicated, commencing with number one (1). Each letter must show the Contract number, description, and subject matter. Only one subject should be covered in the same letter.

1.4.2 Subcontractors

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

1.4.3 Transmittals

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

1.5 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

The latest version in effect on the date of the Solicitation for this Contract (in accordance with EM 385-1-1 Paragraph 4 General, subparagraphs b.(1) and c.) will be contractually binding as part of this Contract. The latest version, including all errata and changes, must be used for this Contract and is obtainable at http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals /EM_385-1-1.pdf .

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

Submit SD-01, Preconstruction Submittals (listed on the preliminary 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 COR will periodically review the onsite copy of the PSMP. If a current version of the PSMP is not available and up to date, site work may be stopped until deficiencies are corrected. Acceptance of the PSMP is required prior to mobilization.

The PSMP must include:

a. Section I - Accident Prevention Program.

(1) Accident Prevention Plan ( EM 385-1-1 and Section 01 35 26.00 25, GOVERNMENTAL SAFETY REQUIREMENTS).

(2) Drug-free workplace policy.

(3) Global Harmonization program ( EM 385-1-1 ). Note: Replaces hazard communication program.

(4) Activity hazard analysis ( EM 385-1-1 ).

(5) Equipment certification.

SECTION 01 10 00.00 25 Page 3

SECTION C-4

b. Section II - Environmental Protection Plan (Section 01 57 19.00 25, TEMPORARY ENVIRONMENTAL CONTROLS).

c. Section III - Quality Control System (Section 01 45 00.00 25, QUALITY CONTROL).

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

(2) CQC Daily Report form.

d. Project Work Plan. The following are examples:

(1) Roadway Access Agreement.

(2) Temporary electrical systems.

(3) Welder qualifications.

(4) Welding procedures.

(5) Bolt pre-tensioning procedure.

e. Schedule.

f. Submittal Register.

1.7 LETTERS OF AUTHORITY

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

(1) Sign payment estimates.

(2) Accept Government-furnished property (if applicable).

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

(4) Monitor and report on the environmental protection plan, management plan, quality control plan, and safety plan.

(5) Supervise the field activities.

(6) Sign Release of Claims.

(7) Sign Correspondence.

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.

SECTION 01 10 00.00 25 Page 4

SECTION C-5

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 10 00.00 25 Page 5

SECTION C-6

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 INCLEMENT WEATHER

1.5 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.6 CONTRACTOR EMPLOYEES

1.7 ACCESS AGREEMENTS AND WORK AREAS

1.7.1 Access Agreements

1.7.2 Employee Access and Parking

1.8 SECURITY PROCEDURES AND POLICIES

1.8.1 Project Security

1.8.2 Contractor's General Personnel

1.8.3 Verification of Employment Eligibility

1.8.4 Identification of Employees

1.8.5 Non-US Citizens

1.9 SECURITY TRAINING

1.10 UTILITIES

1.10.1 Sanitary Facilities

1.10.2 Electrical Power

1.10.2.1 General

1.10.3 Water

1.11 CONTRACTOR'S EQUIPMENT

1.11.1 Contractor's Planned Equipment Methods

1.11.2 Plant and Equipment List

1.11.3 Movement of Equipment by the Contractor

1.12 CONTRACTOR USE OF GOVERNMENT CRANES

1.13 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.14 DAILY CLEANUP AND DISPOSAL

1.15 PROTECTION OF MATERIAL AND WORK

1.16 PROTECTION OF EXISTING UTILITIES

1.17 RESTORATION OF PROJECT ROADS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 10 10.00 25 Page 1

SECTION C-7

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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. DEPARTMENT OF TRANSPORTATION (DOT)

AASHTO LRFDUS (2012, ERTA 1) Bridge Design Specifications, 6th ed.

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

Access Agreements and Work Areas; G

Security Procedures; G

Security Training; G Contractor's Planned Equipment Methods; G

Loading Diagram; G

Notification Of Equipment Outage

1.4 INCLEMENT WEATHER

Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to Government property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.5 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the

SECTION 01 10 10.00 25 Page 2

SECTION C-8

maximum reasonable extent and the Government and Contractor will coordinate as necessary.

1.6 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. Contractor employees will not be permitted to bring guests, family members, or non-employees to the job site at any time.

1.7 ACCESS AGREEMENTS AND WORK AREAS

1.7.1 Access Agreements

a. Submit access procedures to and from the work site after the Contractor, the CO, and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site.

b. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this Paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement must be reached prior to work on site.

c. The existing access roadway and any associated access roads on the Project, must not be closed as a result of contract activities associated with this Contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this Section.

d. When necessary to operate on or to cross existing highways or roads, all necessary permits must be obtained from the appropriate private or public authority.

e. In accordance with EM 385-1-1 , flaggers, signs, lights, and/or other safeguards must be provided to safely control and direct the flow of traffic when necessary for equipment to operate on or to cross access roads, arterial roads, or highways.

f. Spillage on Project roads and state or county roads will not be permitted, and the spillage must be immediately cleaned up at the expense of the Contractor.

g. No cleated or crawler-type equipment is allowed to be operated on paved surfaces.

h. Damage to all roads caused by the Contractor's operations must be repaired to pre-existing conditions at the expense of the Contractor.

i. Photograph the existing condition of all staging areas prior to mobilization and submit all photographs in the Access Agreements submittal. Failure to properly document existing conditions will result in a Government determination of necessary repairs.

SECTION 01 10 10.00 25 Page 3

SECTION C-9

1.7.2 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon. All Contractor vehicles used for prosecuting the work must have a Contractor sign or other permanent identification and must carry the required insurance. Private vehicles not owned by the Prime Contractor or subcontractors must not be used for prosecuting the work. Private vehicles of the Contractor and its employees must enter and leave the project as directed. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary to avoid overflowing.

Trash receptacles must be adequately secured to provide protection from the wind and animals.

1.8 SECURITY PROCEDURES AND POLICIES

1.8.1 Project Security

a. The Project is not open to the public during daylight hours. After dusk the security gates are locked and unmanned. Submit a procedure for approval for identification and control of employees entering or leaving the Project during the hours of closure.

b. Arrangement and scheduling of working hours and crews must be coordinated through the CO with the Project Staff. The working hours of the Project Staff are Mondays through Thursdays from 6:30 a.m.

until 5:00 p.m. Fridays are non-working days. Detroit Dam is a remotely operated facility, Project Staff availability may be limited to 7:00 AM to 3:30 PM to allow for travel time. Working hours that extend past 5:00 p.m. weekdays or on weekends and holidays must be coordinated through the CO and approved by the Project Staff. Submit the intended working hours of staff on site and identify any employees working in any capacity in accordance with Subparagraph IDENTIFICATION

OF EMPLOYEES.

c. Security of the Contractor's property and items furnished under this Contract, until the Government accepts items, are the Contractor's responsibility.

d. Salespersons, personnel seeking employment, and personal visitors are not authorized to enter non-public areas of the Project.

e. Signs may be erected outside the project containing instructions for personnel seeking the Contractor. The content and location of the signs will be approved by the CO prior to erection. Posts or other means of support, if required, must be provided by the Contractor and removed when the Contract is completed. Any open post holes must be suitably backfilled, prior to the end of the shift in which posts are removed, and any other damage must be repaired to pre-work conditions.

1.8.2 Contractor's General Personnel

Prepare an organizational chart and revise whatever organizational changes occur. Maintain a complete organizational chart of all positions that will be working on the project.

SECTION 01 10 10.00 25 Page 4

SECTION C-10

1.8.3 Verification of Employment Eligibility

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 a roster of Contractor and subcontractor personnel with verified or eligible employment eligibility to the CO within three days of Notice to Proceed.

1.8.4 Identification of Employees

a. Submit a complete, dated and signed, list of all Contractor and subcontractor personnel and their titles who will be working on the project at the Weekly Coordination Meeting. This listing must be revised and resubmitted when personnel changes occur.

b. Government-prescribed cards/keys: Obtain the Government-prescribed cards/keys from the Project Security Office prior to engaging in work on the project. For each employee requiring Government-prescribed card/key, submit a written request to the CO at least 15 days prior to site mobilization including, but not limited to the following:

Name of Contractor Name of employee Employee's birth date Employee's place of birth Employee's valid identification with photo Other employee information as needed based on security level

c. Return of Government-prescribed cards/keys:

(1) Notify the Project security office immediately in the event of a termination for cause, reassignment, or a lost or stolen security item.

(2) Within 24 hours of personnel changes or the release of any employee and within seven days of the end of contract completion or termination of Contract, collect and return all Government-prescribed cards/keys to the Project Security Office.

Failure to return any Government-prescribed cards or keys will result in a $1000 per item charge to the Contractor and may delay final payment. These fees will be deducted from the Contractor's monthly payment at no additional cost to the Government.

d. Personnel Identity Verification (PIV) - All personnel, including visitors, must provide positive verification of individual identity, in the form of a valid Government-issued photo ID prior to being granted access to non-public areas. Driver licenses that do not comply with the REAL ID Act of 2005 cannot be used as the sole source for identity proofing, and a second form of photo ID will be required. For details and current information, see the Department of Homeland Security website https://www.dhs.gov/secure-drivers-licenses .

e. Personally Identifiable Information (PII) - Encrypt or password protect all transmissions containing PII must be encrypted or the document(s) containing PII must be encrypted or password protected.

SECTION 01 10 10.00 25 Page 5

SECTION C-11

Send all documents containing PII ll directly to the Project RCC and/or Security Specialist.

1.8.5 Non-US Citizens

Submit a scanned legible color copy of the Permanent Resident Card and passport to the CO of all personnel who are non-US citizens working on this Contract. If a passport is not available, a minimum of a seven year criminal background check with the state patrol office must be performed from all states of residence and employment, for the past seven years must be submitted. The CO will provide the Portland District Security Office the submitted copies at least one month (30 calendar days) in advance of the start of work by the employees. Contractor personnel who are non-US citizens will not be permitted access to the Project until the Foreign Visitor Authorization is received from U.S. Army Corps of Engineers Headquarters. Contractor personnel who are non-US citizens will not be permitted to work on the Contract at all until Foreign Visitor Authorization is received.

1.9 SECURITY TRAINING

Costs associated with the following execution of training and verification requirements must be at the expense of the Contractor. Facilitate the following training and submit the following:

a. AT Level 1 Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete AT Level 1 Training. Submit a roster of training completion for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training of all employees and subcontractor personnel. Obtain training DVD from the CO through the Portland District Security Office. (Estimated training time is ten minutes per individual).

b. iWATCH or CorpsWatch Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete iWatch or CorpsWatch Training.

Submit a roster of training completion for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training of all employees and subcontractor personnel.

Obtain training DVD from the CO through the Portland District Security Office. (Estimated training time is five minutes per individual).

c. Operations Security (OPSEC) Training - Thirty calendar days prior to mobilization, all Contractor employees, to include subcontractor employees, requiring access to army installations, facilities, and controlled access areas must complete OPSEC Training. Submit a roster of training completion for each Contractor employee and subcontractor employee to the CO within five calendar days after completion of training of all employees and subcontractor personnel. Obtain training DVD from the CO through the Portland District Security Office. (Estimated training time is 15 minutes per individual).

SECTION 01 10 10.00 25 Page 6

SECTION C-12

1.10 UTILITIES

Provide utilities required for the performance of work under this Contract, except Government-furnished electrical power, and non-potable water as described below.

1.10.1 Sanitary Facilities

Use of the Project restroom by Contractor personnel will not be permitted. Provide portable, temporary sanitary facilities in accordance with EM 385-1-1 .

1.10.2 Electrical Power

1.10.2.1 General

Use of existing 120V and 480V electrical receptacles is allowed. Take special care not to overload receptacle circuits. Contractor must be responsible for all accessories, such as extension cords, adapters, and raceways for road crossings. Extension cords must not be allowed to cross crane rails.

1.10.3 Water

Reasonable amounts of non-potable water for non-domestic use will be made available from existing outlets and supplies. Provide drinking water/handwashing water for all Contractor personnel working on the project.

1.11 CONTRACTOR'S EQUIPMENT

1.11.1 Contractor's Planned Equipment Methods

Submit proposed methods of transportation and operation of cranes and other heavy equipment for approval prior to commencement of those operations. Submittals must include the type, size, loadings of equipment, placement of outriggers, and the proposed transportation routes and work areas to be used on the project. Operation of heavy equipment adjacent to existing structures must be avoided when possible. Testing requirements and operation of cranes and other heavy equipment must be in accordance with EM 385-1-1 . All cranes, rigging, lifts, operators, vehicles, and other necessary means to move equipment or items must be Contractor-furnished as required to pursue and complete the work and must comply with EM 385-1-1 .

1.11.2 Plant and Equipment List

Within seven days prior to commencing site operations, provide a complete list of all plant and equipment to be used on the job site, exclusive of shop equipment. Submit an up-to-date list as equipment changes. Include rented equipment as well as lease purchase or sale leaseback equipment on the lists. Initial list and the revised monthly lists must indicate dates equipment is assigned to or removed from the project; deadline dates for repairs and returned for use; dates of the most recent and planned inspections; and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

SECTION 01 10 10.00 25 Page 7

SECTION C-13

1.11.3 Movement of Equipment by the Contractor

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFDUS, HL-93 vehicle and load requirements. Submit a loading diagram for approval showing wheel loads, wheel spacing, and travel speed a minimum of 30 days prior to operating any equipment or vehicles whose loading conditions are in excess of a HL-93 vehicle.

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. At a minimum, the loading diagram must include but not be limited to 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 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.

b. 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.

1.12 CONTRACTOR USE OF GOVERNMENT CRANES

Use of Government cranes for any work or access is not allowed.. Use Contractor-furnished equipment to facilitate installation or handling of items and equipment for this Contract.

1.13 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the CO immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes it has no responsibility. The failure or abnormality must not be disturbed until witnessed by the CO. Prior to proceeding further with work, the Contractor and the Government must agree in writing as to the responsibility for the damage or abnormality. Any damage or abnormal conditions not reported as specified above must also be corrected.

1.14 DAILY CLEANUP AND DISPOSAL

Keep all work areas reasonably neat on a daily basis. Collect, remove, and dispose of all debris resulting from the work, such as waste metalwork, packing cases, scrap lumber, and other debris off-site at least once per week. Do not use the Government's trash cans, dump boxes, and other containers. Do not dispose of liquid waste in Project drains. All costs of removing debris must be incidental to the work, and therefore, no separate payment will be made.

1.15 PROTECTION OF MATERIAL AND WORK

All materials, supplies, tools, equipment and Government property

SECTION 01 10 10.00 25 Page 8

SECTION C-14

(including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) must at all times be protected and preserved in an approved manner. If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.

1.16 PROTECTION OF EXISTING UTILITIES

Protect existing utilities in accordance with Contract Clause 52.237-2, PROTECTION OF GOVERNMENT BUILDINGS, EQUIPMENT, AND VEGETATION. Repairs must be made immediately and at Contractor's expense.

1.17 RESTORATION OF PROJECT ROADS

Project roads used for access will be evaluated and must be restored to their original condition by the Contractor as required. Repair and restoration must be made at the expense of the Contractor.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 10 10.00 25 Page 9

SECTION C-15

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 Location

1.3 CONTRACT DRAWINGS

1.4 OCCUPANCY OF PREMISES

1.5 EXISTING WORK

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 11 00.00 25 Page 1

SECTION C-16

SECTION 01 11 00.00 25

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 summary describes work activities within interim completion dates. 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

The work includes the design, manufacture and test of two 87,000 kVA, 230 kV high-voltage winding, 13.2 kV low-voltage winding, Class ONAN cooling, three-phase GSU power transformers, their delivery, reassembly, oil-filling, and testing. This effort is to include all associated works required and described within this Contract package.

1.2.2 Location

The work site is located at Detroit Dam. Contractor access to the work site will be from North Santiam Highway.

1.3 CONTRACT DRAWINGS

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

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

1.4 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

1.5 EXISTING WORK

In addition to Contract Clause 52.237-2, PROTECTION OF GOVERNMENT

BUILDINGS, EQUIPMENT, AND VEGETATION:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portion of the existing work to remain.

b. Upon completion of the work, repair or replace portions of existing work, which have been damaged by Contractor's operations, to pre-work conditions at the expense of the Contractor.

SECTION 01 11 00.00 25 Page 2

SECTION C-17

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 11 00.00 25 Page 3

SECTION C-18

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 UNIT PRICE PAYMENT ITEMS

1.3 JOB PAYMENT ITEMS

1.4 MEASUREMENT AND PAYMENT

1.4.1 Design, manufacture and factory test two 87,000 kVA, 230 kV high-voltage winding, 13.2 kV low-voltage winding, Class ONAN cooling, three-phase GSU power transformer and accessories, CLIN

1.4.2 Deliver the transformers and accessories complete from the manufacturing facility to the Detroit Dam power plant, CLIN 0002

1.4.3 Offload transformers, move to their operating location, perform reassembly, furnish transformer oil and perform oil-filling and processing, perform field tests, and provide the services of an Erecting Engineer and Commissioning Agent, CLIN 0003

1.4.4 Furnish spare parts, CLIN 0004

1.4.5 Provide short-term temporary storage for the transformers at

Detroit Dam power plant, CLIN 0005

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 22 00.00 25 Page 1

SECTION C-19

SECTION 01 22 00.00 25

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 measurement and payment paragraphs, 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 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the PRICE SCHEDULE, and described below. The unit 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 working as-built drawing redlines, O&M manuals, tests and reports, meeting safety requirements; and for performing all work required for each of the unit price items.

1.3 JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the 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 working as-built drawing redlines, 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

SECTION 01 22 00.00 25 Page 2

SECTION C-20

1.4 MEASUREMENT AND PAYMENT

1.4.1 Design, manufacture and factory test two 87,000 kVA, 230 kV high-voltage winding, 13.2 kV low-voltage winding, Class ONAN cooling, three-phase GSU power transformer and accessories, CLIN 0001

a. Measurement: Measurement will be made as a job for the operations, materials, and equipment required to manufacture and test the transformers and accessories at the manufacturing facility.

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

Design - 15% Manufacture Tank production - 20% Winding production - 20% Core production - 20% Assembly - 20% Test - 5%

1.4.2 Deliver the transformers and accessories complete from the manufacturing facility to the Detroit Dam power plant, CLIN 0002

a. Measurement: Measurement will be made as a job for the operations, materials, and equipment required to transport the two transformers and accessories from the manufacturing facility to the Detroit Dam power plant.

b. Payment: Payment will be made at the Contract amount under CLIN 0002.

1.4.3 Offload transformers, move to their operating location, perform reassembly, furnish transformer oil and perform oil-filling and processing, perform field tests, and provide the services of an Erecting Engineer and Commissioning Agent, CLIN 0003

a. Measurement: Measurement will be made as a job for the labor, materials and equipment required to offload the two transformers and accessories at the Detroit Dam transformer yard, perform inspections, perform cleaning, movement of the transformers and accessories to their permanent operating location, perform transformer reassembly, furnish transformer oil and perform oil-filling and processing, the performance of field tests, and of services of an Erecting Engineer and a Commissioning Agent.Travel/Per Diem will be disbursed in accordance with the applicable Joint Travel Regulations (JTR).

b. Payment: Payment will be made at the Contract amount under CLIN 0003, and must include the following:

(2) The total number of working days during the period of time that the Erecting Engineer and Commissioning Agent is in the service to the Government and is at the project site and working.

(3) The time required to travel by the most direct commercial airline from his/her home station or duty station to the job site. Return travel time will only be allowed from time of first available transportation after release by the Government for return to home station or duty station.

SECTION 01 22 00.00 25 Page 3

SECTION C-21

(4) The daily cost of a rental car to transport the Erection Engineer and Commissioning Agent from the local motel to the Detroit Dam power plant work site, and per-diem costs for meals and lodging.

1.4.4 Furnish spare parts, CLIN 0004

a. Measurement: Measurement will be made as a job for furnishing the spare parts for the transformers, complete, as specified in Section 48 19 23.04 26,CLASS II GSU POWER TRANSFORMERS, and as approved.

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

OPTIONAL ITEMS

1.4.5 Provide short-term temporary storage for the transformers at Detroit Dam power plant, CLIN 0005

a. Measurement: Measurement will be made as a job for the labor, materials and equipment required to provide short-term temporary storage of the transformers and accessories at the Detroit Dam power plant, as specified in Section 48 20 01.04 26, TRANSFORMER SHORT-TERM TEMPORARY STORAGE (OPTIONAL,) including: movement of the transformers to the temporary storage location, off-loading, provision of an oil containment berm and hardwood timber mats for each transformer, provision of temporary grounding and 120 VAC power connections for cabinet heaters and lights, loading and movement of the transformers to the transformer yard as the location is made available by the separate installations contractor, and services of an Erecting Engineer.Travel/Per Diem will be disbursed in accordance with the applicable Joint Travel Regulations (JTR).

b. Payment: Payment will be made at the Contract amount under CLIN 0005, and must include the following:

(1) The total number of working days during the period of time that the Erecting Engineer is in the service to the Government and is at the project site and working.

(2) The time required to travel by the most direct commercial airline from his/her home station or duty station to the job site. Return travel time will only be allowed from time of first available transportation after release by the Government for return to home station or duty station.

(3) The daily cost of a rental car to transport the Erection Engineer from the local motel to the Detroit Dam power plant work site, and per-diem costs for meals and lodging.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 22 00.00 25 Page 4

SECTION C-22

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 25

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY CONTROL

1.4 GENERAL REQUIREMENTS

1.5 BASIS FOR PAYMENT AND COST LOADING

1.6 SOFTWARE REQUIREMENTS

1.6.1 Critical Path Method

1.6.2 Milestones

1.6.3 Level of Detail Required

1.6.3.1 Activity Durations

1.6.3.2 Procurement Activities

1.6.3.3 Critical Activities

1.6.3.4 Government Activities

1.6.3.5 Responsibility

1.6.3.6 Work Areas

1.6.3.7 Contract Line Item Number (CLIN)

1.6.3.8 Phase of Work

1.6.3.9 Category of Work

1.6.3.10 Definable Features of Work

1.6.3.11 Modification or Claim Number

1.6.4 Scheduled Project Completion and Activity Calendars

1.6.4.1 Project Start Date

1.6.4.2 Constraint of Last Activity

1.6.4.3 Early Project Completion

1.6.5 Interim Completion Dates

1.6.5.1 Start Phase

1.6.5.2 End Phase

1.6.5.3 Phase "X" Hammock

1.6.6 Default Progress Data Disallowed

1.6.7 Out-of-Sequence Progress

1.6.8 Negative Lags and Start to Finish Relationships

1.6.9 Calculation Mode

1.7 SUBMISSIONS

1.7.1 Initial Schedule

1.7.2 Standard Activity Coding Dictionary

1.8 SUBMISSION REQUIREMENTS

1.8.1 Data Submission

1.8.2 Narrative Report

1.8.3 Approved Changes Verification

1.8.4 Schedule Reports

1.8.4.1 Activity Report

1.8.4.2 Logic Report

1.8.4.3 Total Float Report

1.8.4.4 Earnings Report by CLIN

SECTION 01 32 01.00 25 Page 1

SECTION C-23

1.8.5 Gantt Chart

1.8.5.1 Continuous Flow

1.8.5.2 Project Milestone Dates

1.8.5.3 Critical Path

1.8.5.4 Banding

1.8.5.5 S-Curves

1.9 PERIODIC PROGRESS MEETINGS

1.9.1 Update Submission Following Progress Meeting

1.9.2 Status of Activities

1.9.2.1 Start and Finish Dates

1.9.2.2 Remaining Duration

1.9.2.3 Cost Completion

1.9.2.4 Percent Complete

1.9.2.5 Logic Changes

1.9.2.6 Other Changes

1.10 REQUESTS FOR TIME EXTENSIONS

1.10.1 Justification of Delay

1.10.2 Extension Submission Requirements

1.10.3 Additional Submission Requirements

1.11 DIRECTED CHANGES

1.12 OWNERSHIP OF FLOAT

1.13 PAYMENT

1.14 TRANSFER OF SCHEDULE DATA INTO RMS CM

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 32 01.00 25 Page 2

SECTION C-24

SECTION 01 32 01.00 25

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Initial Schedule; G ECCC

1.3 QUALITY CONTROL

Designate an authorized representative who must be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative must have previously developed, created, and maintained at least two electronic schedules for projects similar in nature and complexity to this project and must be experienced in the use of the scheduling software that meets the requirements of this specification.

1.4 GENERAL REQUIREMENTS

a. Prepare for approval a Project Schedule, as described herein. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project is required and is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Coordinate with other Contractor's work at or near the site of the work under this Contract.

b. The approved Project Schedule must be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of payments.

SECTION 01 32 01.00 25 Page 3

SECTION C-25

1.5 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining Contract earnings during each update period and therefore the amount of each payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer (CO) to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the initial and subsequent schedule updates. In the event schedule revisions have been directed by the CO and those revisions have not been included in subsequent revisions or updates, the CO may hold retainage up to the maximum allowed by Contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading must be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a Contract Line Item Number (CLIN) must equal the value of the CLIN on the Schedule.

1.6 SOFTWARE REQUIREMENTS

The schedule must be compatible with Primavera P6 Professional v16.2.

1.6.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).

1.6.2 Milestones

Include milestone activities for each significant project event including but not limited to: Notice to Proceed (NTP), contractually required work windows, systems commissioning complete, and Contract complete.

1.6.3 Level of Detail Required

Include an appropriate level of detail in the Project Schedule. Failure to develop or update the Project Schedule or provide data at the…