Big Cliff Work Specificatins and Solicitation. - W9127N21R0023.pdf

SOLICITATION

W9127N21R0023

BIG CLIFF DAM

BIG CLIFF INTAKE GANTRY CRANE REPLACEMENT

PROJECT MANUAL

TOC-1

BIG CLIFF INTAKE GANTRY CRANE REPLACEMENT

BIG CLIFF DAM

TABLE OF CONTENTS

SF 33 SOLICITATION, OFFER, AND AWARD

SF 30 INFORMATION ON AMENDMENT: NOT USED

SECTION B SUPPLIES OR SERVICES AND PRICES

SECTION C DESCRIPTIONS AND SPECIFICATIONS

SECTION E INSPECTION AND ACCEPTANCE

SECTION F DELIVERIES AND PERFORMANCE

SECTION G CONTRACT ADMINISTRATION DATA

SECTION H SPECIAL CONTRACT REQUIREMETNS

SECTION I CONTRACT CLAUSES

SECTION J LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

J1: Submittal Register (ENG FORM 4288-R)

J2: Transmittal Form (ENG FORM 4025-R)

J3: Construction Project Identification Sign

J4: Spill Emergency - Initial Report Form

J5: BRZ Entry Procedure

SECTION K REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS

SECTION L INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

SECTION M EVALUATION FACTORS FOR AWARD

CODE

(Hour)

PAGE(S)

until 02:00 PM local time 26 Apr 2021

X

A X B X C

D

EX

X G F 45 - 53

54 - 68 X H 69 - 75

Melanie.A.Barrett@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 75

(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 conditions contained in this solicitation.

10. FOR INFORMATION

CALL:

A. NAME (NO COLLECT CALLS)

MELANIE A BARRETT

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

5 J LIST OF ATTACHMENTS

INSPECTION AND ACCEPTANCE

DELIVERIES OR PERFORMANCE

7 - 8

X K

REPRESENTATIONS, CERTIFICATIONS AND

OTHER STATEMENTS OF OFFERORS

CONTRACT ADMINISTRATION DATA 9 - 10 X

SPECIAL CONTRACT REQUIREMENTS

OFFER (Must be fully completed by offeror) 11 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 - REPRESENTATIONS AND INSTRUCTIONS

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

12 - 37

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

38 - 44

6. REQUISITION/PURCHASE NO.5. DATE ISSUED

24 Mar 2021

4. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

[ X ]

3. SOLICITATION NO.

W9127N21R0023

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Each

Design New 40 Ton Intake Gantry Crane

FFP

Design New 40 Ton Intake Gantry Crane for Big Cliff Dam, Specification 01 22

00.00 25, Paragraph 1.4.1; Supply CLIN.

FOB: Destination

PSC CD: 3950

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Each

Manufacture New 40 Ton Gantry Crane

FFP

Manufacture and Deliver New 40 Ton Intake Gantry Crane, Specification 01 22

00.00 25, Paragraph 1.4.2, Supply CLIN NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

FOB: Destination

PSC CD: 3950

NET AMT

SECTION B-1

0003 1 Job

Install & Test New 40 Ton Intake Crane

FFP

Install, Test and Certify New 40 Ton Intake Gantry Crane, Specification 01 22

00.00 25, Paragraph 1.4.3, Construction CLIN.

FOB: Destination

PSC CD: 3950

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0004 1 Job

Remove & Dismantle Existing 40 Ton Crane

FFP

Remove and Dismantle Existing 40 Ton Intake Gantry Crane, Specification 01 22

00.00 25, Paragraph 1.4.4, Construction CLIN.

FOB: Destination

PSC CD: 3950

SECTION B-2

0005 1 Job

Replace Cable Reel System

FFP

Replace Cable Reel System with Conductor/Collector System, Specification 01 22

00.00 25, Paragraph 1.4.5, Construction CLIN.

FOB: Destination

PSC CD: 3950

SECTION B-3

Section C - Descriptions and Specifications

SUPPLY CONSTRUCTION CONTRACT

Contract Type The Government contemplates award of a Firm Fixed Price contract resulting from this solicitation.

This is a firm fixed price hybrid Supply / Construction Contract. Provisions and clauses applicable to supply only apply to the supply of a New 40 Ton Intake Gantry Crane at Big Cliff Dam (CLINs 0001 and 0002).

Provisions and clauses applicable to construction only apply to the Construction Installation of the supplied crane, Dismantling of old crane, and replacement of cable reel system (CLINs 0003 through 0005).

Provisions and clauses that do not differentiate between supply and construction apply to both CLINs (i.e. both phases of the contract), when applicable.

SECTION C-1

Big Cliff Intake Gantry Crane 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 32 01.00 25 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

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 PROJECT RECORD DOCUMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 16.00 26 REMOVAL AND DISPOSITION OF EXISTING GANTRY AND DELIVERY

OF NEW CRANE

02 82 14.00 25 ASBESTOS ABATEMENT WORK

DIVISION 05 - METALS

05 50 03.00 26 METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS

PROVISIONS

05 50 04.00 26 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP FABRICATED

ITEMS

DIVISION 09 - FINISHES

09 97 02.00 26 PAINTING: HYDRAULIC STRUCTURES

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 26 CYBERSECURITY

DIVISION 26 - ELECTRICAL

26 05 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 01 20.71 26 NEW INTAKE GANTRY CRANE DATA, TESTING AND TRAINING

41 01 20.73 26 NEW INTAKE GANTRY CRANE ELECTRICAL WORK

41 01 20.74 26 NEW INTAKE GANTRY CRANE MECHANICAL AND STRUCTURAL WORK

41 01 20.75 26 STRUCTURAL CRANE APPURTENANCES

-- 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

1.8 LABOR STANDARDS

1.8.1 Coverage

1.8.2 Wages

1.8.3 Overtime

1.8.4 Deductions

1.8.5 Apprentices

1.8.6 Subcontracts

1.8.7 Payrolls

1.8.8 Records

1.8.9 Job Interviews

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

CONTRACTS

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

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

KO.

1.3 CONTRACTING OFFICER

The Contracting Officer (KO) who signed this Contract is the primary KO for the Contract. Nevertheless, any KO 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 KO is unavailable. All correspondence must be through the KO 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 e-mail 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 Resident Office, 211 E 7th Avenue, Suite 220, Eugene, OR 97401.

SECTION 01 10 00.00 25 Page 2

SECTION C-3

1.4.1 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.

1.4.2 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; use of a commercial transmittal form or speed letter is encouraged.

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 J1, 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.

b. Section II - Environmental Protection Plan (Section 01 57 19.00 25, SECTION 01 10 00.00 25 Page 3

SECTION C-4

TEMPORARY ENVIRONMENTAL CONTROLS).

c. Section III - Construction 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 for Construction.

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 KO 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 progress payment estimates.

(2) Sign final payment estimate.

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

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

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

(6) Supervise the field activities.

(7) Sign Release of Claims.

(8) 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.

1.8 LABOR STANDARDS

The Contractor and all subcontractors must comply with the following labor standards, statutes, and regulations: Davis-Bacon Act; Contract Work Hours and Safety Standards Act; Copeland Act; Secretary of Labor's regulations

SECTION 01 10 00.00 25 Page 4

SECTION C-5

(Parts 3 and 5, Subtitle A, Title 29, Code of Federal Regulations). Submit a serial letter identifying the crafts and wage rates for all prime and subcontractor employees performing on-site work. The Government will verify these crafts and rates and respond as to conformation with the General Wage Decision with your Contract.

1.8.1 Coverage

Contract provisions relating to wages, overtime, payroll deductions, and other labor standards requirements cover foremen, laborers, and mechanics, including owner-operators of other than hauling equipment and other individual enterprises performing the duties of a laborer or mechanic.

Bona fide owner-operators of hauling equipment, such as trucks, who are independent Contractors, are not covered, and the certified payrolls, including the names of such owner-operators, need not show hours worked nor rates paid, but only the notation "owner-operator."

1.8.2 Wages

Wages must be paid at least once a week and be computed at hourly rates not less than those set forth in the Contract wage schedule, as set by the Davis-Bacon Act wage determinations, for the particular classifications of work performed. Instructions regarding wage determination obligations are available upon request.

1.8.3 Overtime

Pay overtime for work in excess of 40 hours in any workweek at not less than 1-1/2 times the basic rate of pay. Rates paid for fringe benefits are excluded in the computations of overtime.

1.8.4 Deductions

Deductions from wages earned may be only those that are permitted by the Copeland Act (Anti-Kickback) regulations. An instruction sheet entitled "Payroll Deductions" is available upon request.

1.8.5 Apprentices

The Contractor must comply with the requirements of 29 C.F.R. 5.5(a)(4)(i) with respect to apprentices.

1.8.6 Subcontracts

The Contractor is reminded that several of the clauses contained in this Contract are required to be included by the Contractor in its subcontracts. Particular attention is directed to the clauses regarding labor standards and equal opportunity.

1.8.7 Payrolls

Prepare and submit correct Weekly Payrolls, including those of subcontractors. An instruction sheet is available upon request.

Incorrect and delinquent payrolls will delay processing of partial payment estimates.

1.8.8 Records

Maintain payroll and basic records relating thereto during the course of

SECTION 01 10 00.00 25 Page 5

SECTION C-6

work and for three years thereafter. They are subject to inspection by the KO and the U.S. Department of Labor.

1.8.9 Job Interviews

A Government representative will interview Contractor and subcontractor employees from time to time during working hours on the job.

1.9 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:

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. U.S. Army Warrior Transition Command Employment Index:

wtc.army.mil/modules/employers/index.html

f. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

g. Guide to Hiring Veterans:

www.whitehouse.gov/sites/default/files/docs/white_house_business_counc il_-_guide_to_hiring_veterans_0.pdf

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 CONSTRUCTION

1.5 INCLEMENT WEATHER CONSTRUCTION

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.7 WEEKLY COORDINATION MEETINGS

1.8 CONTRACTOR EMPLOYEES

1.9 ACCESS AGREEMENTS AND WORK AREAS

1.9.1 Access Agreements

1.9.2 Work Areas

1.9.3 Employee Access and Parking

1.10 SECURITY

1.10.1 Project Security

1.10.2 Contractor's General Personnel

1.10.3 Verification of Employment Eligibility

1.10.4 Identification of Employees

1.10.5 Non-US Citizens

1.10.6 Safeguarding of Information

1.11 SECURITY TRAINING

1.12 CONSTRAINTS

1.12.1 Access

1.12.2 Final Inspection and Acceptance Testing Schedule

1.13 CONSTRUCTION PROJECT IDENTIFICATION SIGN

1.14 UTILITIES

1.14.1 Sanitary Facilities

1.14.2 Electrical Power

1.14.2.1 General

1.14.2.2 Temporary Electrical Wiring

1.14.3 Water

1.15 CONTRACTOR'S EQUIPMENT

1.15.1 Contractor's Planned Equipment Methods

1.15.2 Plant and Equipment List

1.15.3 Movement of Equipment by the Contractor

1.16 CONTRACTOR USE OF GOVERNMENT CRANES

1.17 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.18 GOVERNMENT TRAILER

1.19 USE OF EXPLOSIVES

1.20 DAILY CLEANUP AND DISPOSAL

1.21 DISPOSAL AND SALVAGE OF EQUIPMENT AND MISCELLANEOUS MATERIALS

1.22 PROTECTION OF MATERIAL AND WORK

1.23 PROTECTION OF EXISTING UTILITIES

1.24 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.25 RESTORATION OF PROJECT ROADS

1.26 COMMISSIONING PLAN

1.26.1 Description

SECTION 01 10 10.00 25 Page 1

SECTION C-8

1.26.2 Team

1.26.3 Dates

1.26.4 Safety

1.26.5 Environmental

1.26.6 Safe Clearance Procedures

1.26.7 Steps

1.26.8 Contingency Plans

1.26.9 Documentation

1.26.10 Operation and Maintenance (O&M) Manuals and As-Built Drawings

1.27 COMMISSIONING REPORT

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 10 10.00 25 Page 2

SECTION C-9

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

EP 310-1-6A (2006) Sign Standards Manual, VOL 1

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

Schedule for Construction; G

Access Agreements and Work Areas ; G

Security Training; G

Temporary Electrical Wiring Plan; G

Contractor's Planned Equipment Methods; G

Plant and Equipment List; G

Loading Diagram; G

Commissioning Plan; G

SD-06 Test Reports

Commissioning Report; G

SECTION 01 10 10.00 25 Page 3

SECTION C-10

1.4 SCHEDULE FOR CONSTRUCTION

In accordance with Section H Contract Clause 52.236-15, SCHEDULES FOR CONSTRUCTION CONTRACTS, 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 in Section F Contract Clause 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Other Contractor's work must also be coordinated in accordance with Contract Clause 52.236-8, OTHER CONTRACTS.

1.5 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in Contract Clause 52.236-4, PHYSICAL DATA. Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to USACE property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.6 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor shall coordinate as necessary.

1.7 WEEKLY COORDINATION MEETINGS

Weekly coordination meetings must be held between the Contractor and the Government. This meeting will be used to discuss Contractor's safety, Quality Control Program, submittals, deficiencies, Contract administration, schedule, actual progress in the last week, and work planned in the upcoming three weeks. Any work requiring Project support or potential impacts to Project operations or maintenance must be noted.

During the Preconstruction Meeting, the Government will determine responsibility of running this meeting. If the Government elects to run the coordination meeting, the Contractor must provide a three week look ahead, with the previous week as-builts, 48 hours before each weekly meeting to the Government representative. The responsible party must prepare and distribute, by e-mail, the coordination meeting agenda with a three week look ahead no later than 24 hours before each meeting. A meeting time and place will be mutually agreed upon for the same time each week. Distribute weekly coordination meeting minutes no later than the close of business the next business day.

1.8 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.

SECTION 01 10 10.00 25 Page 4

SECTION C-11

1.9 ACCESS AGREEMENTS AND WORK AREAS

1.9.1 Access Agreements

a. Submit access procedures to and from the work site after the Contractor, the Contracting Officer(KO), 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 initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, must not be closed as a result of construction or delivery 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 Section H Contract Clause 52.236-13 Alt I, ACCIDENT PREVENTION - ALTERNATE I, and 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 shall 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.

1.9.2 Work Areas

a. Drawings showing the layout of the area proposed for use must be submitted for review and approval and comply with Contract Clause 52.236-10 OPERATIONS AND STORAGE AREAS. The drawing(s) must show the location of the principal components: offices, access roads, parking, storage facilities and disposal areas, which the Contractor proposes to construct within the designated limits.

b. Only Contractor and subcontractor parts trailers and lunch trailers may be allowed in the Contractor work areas and these must be subject

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to KO and Project approval. All Contractor and subcontractor trailers are required to be adequately and physically anchored to prevent overturning due to high winds.

c. Should additional working space or lands within the Government right-of-way be required for material yards, job offices, or other purposes obtain prior Government approval in writing. When directed at any time during the progress of the work when space is needed within the right-of-way for other purposes, any part of the grounds that have been in use must be promptly vacated and cleaned up.

However, it is not the intent to require the Contractor's plant or material to be removed from an area while such plant, material, or area is still being actively used.

1.9.3 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before construction or delivery. 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.

1.10 SECURITY

1.10.1 Project Security

a. The Project is not open to the public. The security gates are locked and unmanned at all times. 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 KO 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. Big Cliff 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 KO 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 the subparagraph entitled 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. All Contractor personnel, subcontractor personnel, suppliers, etc.

must comply with the Project's security policies. Salespersons or personnel seeking employment will not be permitted inside the Project. Costs associated with Contractor failure to comply with the Project security policies must be at the expense of the Contractor.

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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 KO 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 preconstruction conditions.

1.10.2 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.

1.10.3 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 KO within three days of Notice to Proceed.

1.10.4 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 KO at least 14 days in advance of commencing work 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) Contractor shall 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 construction 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

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monthly payment at no additional cost to the Government.

d. Personnel Identity Verification (PIV) - All personnel, including visitors, shall 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) - All transmissions containing PII shall be encrypted or the document(s) containing PII shall be encrypted or password protected. All documents containing PII shall be sent directly to the Project RCC and/or Security Specialist.

1.10.5 Non-US Citizens

Submit a scanned legible color copy of the Permanent Resident Card and passport to the KO of all personnel who are non-US citizens working on this Contract. The KO shall 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 shall not be permitted access to the Project until the Foreign Visitor Authorization is received from HQUSACE. Contractor personnel who are non-US citizens shall not be permitted to work on the Contract at all until Foreign Visitor Authorization is received.

1.10.6 Safeguarding of Information

a. The personnel employed on this Contract may, in the performance of their assigned duties, have access to data and information pertaining to location of goods, supplies, parts, equipment, and vehicles.

Knowledge of this nature is considered restricted security information. This information shall be protected and safeguarded against disclosure to any unauthorized person or party and shall be furnished or used on an official "need to know" basis only.

Safeguarding of information is extended to dependents and guests of employees who may, in any manner, obtain any of the above-specified knowledge.

b. The Contractor shall coordinate with the KO for release of information to the public concerning this Contract or any program related to this Contract. This clause covers Media Relations and Printed Materials.

1.11 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 KO within five calendar days after completion of training of all employees and subcontractor personnel. Obtain

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training DVD from the KO through the Portland District Security Office. (Estimated training time is ten 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 KO within five calendar days after completion of training of all employees and subcontractor personnel. Obtain training DVD from the KO through the Portland District Security Office. (Estimated training time is 15 minutes per individual).

1.12 CONSTRAINTS

1.12.1 Access

a. During the construction and demolition phases of the work, road access across the top deck of the dam must be maintained outside of approved closure windows.

b. Road closure timing must be coordinated with the COR and Operations.

1.12.2 Final Inspection and Acceptance Testing Schedule

Final Inspection and Acceptance testing for the crane shall not occur during the week of a Federal Holiday. The Final Inspection must begin on a Monday and start no earlier than 0800. Government personnel will be available for the Final Inspection and Acceptance testing for a maximum of 11 continuous hours in a 24 hour time period and work must be accomplished on a Monday through Friday schedule. Coordination of schedule for the testing must be made with the KO. Written approval to deviate from the above daily work hour restrictions or weekly schedule restrictions will be required from the KO.

1.13 CONSTRUCTION PROJECT IDENTIFICATION SIGN

Fabricate and install one construction project identification sign in accordance with EP 310-1-6A , Attachment J3, within three days of beginning site work.

1.14 UTILITIES

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

1.14.1 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 .

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1.14.2 Electrical Power

1.14.2.1 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.

1.14.2.2 Temporary Electrical Wiring

Submit a Temporary Electrical Wiring Plan for temporary electrical wiring. Install all temporary electrical wiring in accordance with EM 385-1-1 and as approved. All temporary electrical wiring must be removed prior to completion of the Contract. Include load calculations to ensure conduit capacity is not exceeded.

1.14.3 Water

The Contractor shall provide his own potable and non potable water as required. Contractor shall provide drinking water/handwashing water for all of their personnel working on the project.

1.15 CONTRACTOR'S EQUIPMENT

1.15.1 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. 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 .

1.15.2 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. Throughout the life of the Contract, submit an up-to-date plant and equipment list with each progress payment request. 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.

1.15.3 Movement of Equipment by the Contractor

a. Unless otherwise noted, any vehicle crossing a project bridge is limited to AASHTO LRFDUS, H20 truck, 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

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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.

1.16 CONTRACTOR USE OF GOVERNMENT CRANES

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

1.17 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the KO 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 KO. Prior to proceeding further with work, the Contractor and the Government shall 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.

1.18 GOVERNMENT TRAILER

Provide the Government Project Engineer with a temporary office trailer, with a minimum of 150 square feet in floor area; locate where directed and provide space heat, cooling, electric light, and power. Provide a mail slot in the door or a lockable mail box mounted on the surface of the door. Include a 4- by 8-foot plan table, a standard size office desk, and a 5-wheeled, padded, ergonomic desk chair with lumbar support and armrests. All furniture must be in good, working condition. If the Contractor has internet access installed in their office trailer, a minimum of one access point must be provided to the Government's office trailer with an ethernet cable. The office must have a minimum of one window with operable window blinds. The Contractor's drinking water must be available for consumption by onsite Government employees. Provide janitorial services at a minimum of once per week, including emptying of trash cans and sweeping and mopping of floors. Dedicate a minimum of two parking spots as "Government Parking Only" in the office parking area. At completion of the work, the office trailer will remain the property of the Contractor and must be removed from the site. Utilities must be connected

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and disconnected in accordance with local codes and to the satisfaction of the Contracting Officer and all utility costs must be borne by the Contractor.

1.19 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.20 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.

1.21 DISPOSAL AND SALVAGE OF EQUIPMENT AND MISCELLANEOUS MATERIALS

Title to all materials and equipment to be disposed of, excepting materials salvaged for the Government, will be vested in the Contractor when beginning disassembly work or when such materials and equipment are designated as scrap. The Government will not be responsible for the condition, loss, or damage to such property after title transfer. The Contractor may retain these items in usable form and take possession of them providing that there is no subsequent cost or inconvenience to the Government. The Government does not guarantee that these items are complete or in working order and the Contractor must assume responsibility for any damages caused by their use immediately upon taking possession of them.

1.22 PROTECTION OF MATERIAL AND WORK

All materials, supplies, tools, equipment and Government property (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.

1.23 PROTECTION OF EXISTING UTILITIES

Protect existing utilities in accordance with Contract Clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS. Repairs must be made immediately and at Contractor's expense.

1.24 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Protect all existing facilities whether or not shown on the drawings or referenced in the specifications. Upon completion of the work, all the existing facilities, not included as a portion of the work, must be left in a condition equal to the original condition prior to the Contract.

Costs for repair and restoration of any facilities must be considered to be incidental to the work and included in the Contract price.

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1.25 RESTORATION OF PROJECT ROADS

Project roads used for construction 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.

1.26 COMMISSIONING PLAN

Submit commissioning plan for approval 50 days prior to commissioning and if revisions to the plan are necessary, submit a final commissioning plan for approval 15 days prior to commissioning. Commissioning will not be authorized to proceed until the Commissioning Plan has been approved. The following items are required, for new or significant modifications to existing equipment and systems, but not limited to:

1.26.1 Description

Provide one or two paragraph description of the equipment and/or systems to be commissioned.

1.26.2 Team

List all commissioning team members including Government, Contractor, subcontractors, suppliers, and/or manufacturers. Specifically identify the clearance holder(s) and the commissioning lead. Identify lines of authority. Revise and resubmit this listing when personnel changes occur.

1.26.3 Dates

Identify commissioning start and end dates, in accordance with Section

01 32 01.00 25 PROJECT SCHEDULE.

1.26.4 Safety

Identify items, in bulleted list format, that shall be specifically addressed in the AHA, Section 01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS, for this activity.

1.26.5 Environmental

Identify any potential environmental effects of this work. Identify any of the work that needs to be completed in addition to the Environmental Protection plan, Section 01 57 19.00 25, TEMPORARY ENVIRONMENTAL CONTROLS. The requirement to cover drains or deploy oil booms are two examples of such work items.

1.26.6 Safe Clearance Procedures

Describe any changes in the applicable clearances during commissioning.

Describe how and when the clearances must be adjusted throughout the commissioning. Safe clearance procedures must be in accordance with Section 01 35 26.00 25 GOVERNMENTAL SAFETY…