A.03.09 Specifications.pdf

Specifications for

CLEANING AND PAINTING TAINTER

GATES AND ASSOCIATED ITEMS,

DEER CREEK LAKE,

MOUNT STERLING, OH

Final

DEPARTMENT OF THE ARMY

HUNTINGTON DISTRICT, CORPS OF ENGINEERS

HUNTINGTON, WEST VIRGINIA

May 2020

This page was intentionally left blank for duplex printing.

DCS04

ITEM

NO.

DESCRIPTION

Estimated

Quantity UNIT

UNIT

PRICE

ESTIMATED

AMOUNT

Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of

$250,000.00

1 Job Sum (Not

To Exceed) $

Preconstruction Activities (Meetings, Preconstruction Plan Submittals, etc.)

1 Job

Sum $

3 Contractor Temporary Construction Office 1 Job Sum $

4 CQC Manager 1 Job Sum $

5 Superintendent 1 Job Sum $

6 Site Safety Health Officer (SSHO) 1 Job Sum $

7 Temporary Access/ Scaffolding 1 Job Sum $

8 Mobilization and Demobilization 1 Job Sum

9 Environmental Protection 1 Job Sum

10 Painting: Hydraulic Structures 1 Job Sum $

11 Visual Inspection of Welds 1 Job Sum $

12 Repair of Weld Defects 1 Job Sum $

Removal and Re-installation of Side Seal

Assemblies 1 Job Sum

14 Site Restoration 1 Job Sum

Total for Base Items (1 thru 14) $

ITEM

NO. DESCRIPTION

Estimated

Quantity UNIT

UNIT

PRICE

ESTIMATED

AMOUNT

Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of

$250,000.00

1 Job Sum (Not

To Exceed) $

16 Environmental Protection 1 Job Sum

17 Painting: Hydraulic Structures 1 Job Sum

18 Visual Inspection of Welds 1 Job Sum

19 Repair of Weld Defects 1 Job Sum

Removal and Re-installation of Side Seal

Assemblies 1 Job Sum

Total for Option 1 Items (15 thru 20) $

Total for Base Plus all Options Items (1 thru 20)

BASE BIDDING SCHEDULE (Includes 2 Gates)

OPTION 1 BIDDING SCHEDULE (Includes Additional Third Gate)

Cleaning and Painting Tainter Gates DCS04

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 CONTRACT CONSIDERATIONS

01 02 80 CONTRACT MODIFICATIONS

01 22 00.00 20 APPLICATION FOR PAYMENT

01 31 19.00 40 PROJECT CONFERENCES

01 32 01.00 10 PROJECT SCHEDULE

01 32 16.00 20 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 38 10 PROGRESS PHOTOGRAPHS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 40 CONTRACTOR QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 60 00.00 40 MATERIAL AND EQUIPMENT

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL WELDING

DIVISION 09 - FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.46 TAINTER GATES AND ASSOCIATED ITEMS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.2 SUBMITTALS

1.3 LIQUIDATED DAMAGES--CONSTRUCTION

1.4 DOCUMENT SECURITY

1.4.1 For Official Use Only (FOUO)

1.5 SECURITY REQUIREMENTS

1.6 AT/OPSEC REQUIREMENTS

1.7 RECORDKEEPING AND REPORTING

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9 PHYSICAL DATA

1.9.1 Weather Conditions

1.9.2 Transportation Facilities

1.9.3 Location of Project

1.9.4 Pool Regulation and Flood Control

1.9.4.1 General

1.9.4.2 Pool Regulation

1.9.4.3 Pool Elevation Monitoring

1.9.4.4 Flood Demobilization Procedure

1.9.4.5 Flood Demobilization Plan

1.9.5 Field Information

1.9.6 Working Area and Times

1.9.7 Inspection Hours

1.9.8 Work Hours

1.10 WAGE RATES

1.11 USE OF GOVERNMENT PROPERTY

1.12 SUBMISSION OF CONTRACT DOCUMENTATION

1.13 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.14 REQUIRED INSURANCE

1.15 PERFORMANCE EVALUATION OF CONTRACTOR

1.16 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

1.17 AVAILABILITY AND USE OF UTILITY SERVICES

1.18 PROGRESS SCHEDULE

1.18.1 Schedule Preparation

1.19 PAYMENT

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

DOCUMENT 00 80 00 Page 1

SECTION 00 80 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

Comply with the Contract Clause 52.211-10.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Employees; G|SM Flood Demobilization Plan; G|DS

1.3 LIQUIDATED DAMAGES--CONSTRUCTION

Comply with the Contract Clause FAR 52.211-12. These liquidated damages are in addition to excess costs of repurchase under the Termination clause FAR

52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION).

1.4 DOCUMENT SECURITY

Contractors working for and on USACE projects shall provide the appropriate physical security for all related items as detailed/prescribed in AR 380-5.

1.4.1 For Official Use Only (FOUO)

For Official Use Only (FOUO): The unauthorized disclosure of the information contained in the attached documents is forbidden to protect the Government's interest in compliance with program effectiveness under AR 380-5 and as follows:

a. During working hours, reasonable steps shall be taken to minimize risk of access by unauthorized personnel. After working hours, FOUO information can be stored in unlocked containers, desks or cabinets if U.S. Government or U.S. Government-contract building security is provided. If U.S. Government-contract building security is not provided, FOUO information must be stored in locked desks, file cabinets, bookcases, or similar locked containers.

b. FOUO documents and material can be transmitted via first class mail, parcel post, or, for bulk shipments, fourth class mail. Electronic transmission of FOUO information by voice, data, facsimile or similar means, shall be by approved secure communications systems whenever possible. (AR 380-5)

c. Record copies of FOUO documents shall be disposed of in accordance

DOCUMENT 00 80 00 Page 2 with AR 25-400-2. Non-record FOUO documents shall be destroyed by shredding or tearing into pieces and discarding the pieces in regular trash containers.

1.5 SECURITY REQUIREMENTS

All Contractors and subcontractor employee(s) working on this contract who require access in and/or around any Huntington District facilities shall receive authorization to be on site at these facilities based upon a favorable background investigation in accordance with "Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors" (HSPD 12). The Huntington District Security Management Office shall submit contractor(s) personal information in order to complete the basic background investigation in order to make a recommendation to the Contracting Office of an employee's suitability for work on Government property. The Procuring Contracting Officer (PCO) has the right to deny any contractor or subcontractor employee from working on the contract based upon the results provided by the Huntington District Security Management Office of the background investigation. The Government, Contractor, and subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the Huntington District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

For Contracts Less Than 1 Year Duration: Contractors shall submit a complete Investigation Package for Contractor and Subcontractor Employees to the Huntington District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or on District facilities. The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working, (2) Project Name, (3) Contract Number and (4) Task Order Number when applicable, (5) Security Information sheet on each employee (List of Employees) working on site must be submitted directly to the Huntington District Security Office. The Contractor must provide a full legal name, complete SSN#, Date of Birth, Place of Birth (City and State), Driver's license # if available. If is the Contractor's responsibility to ensure the above information is accurate and legible, otherwise delays may occur.

For Contracts In Excess Of 1Year Duration The Documents Listed Below Are Required:

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form). FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual must take prints, ORI block on the FD 258 must be USOPM000Z) (Contractor Fingerprint Cards (FD-258) may be obtained by Contracting Division by contacting the Huntington District Security Management office).

Contractor shall report any changes in personnel or at anytime conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Security Management Office will conduct an initial criminal check based upon the information provided. If

DOCUMENT 00 80 00 Page 3 there are no issues, Security Management Office will make recommendations to the PCO or their Designated Representative. The Security Management Office cannot give approval due to unfavorable report(s). The Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the PCO and/or the Designated Representative should a background investigation come back with derogatory information. The PCO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the PCO will advise Contractor of the decision.

Foreign Nationals: The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time (less than 45 calendar days) in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters Staff to accomplish. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, "Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives" dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers' contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following a U.S. passport, Certificate of U.S. Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, Contractor is encouraged to work closely with the Security Management Office. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the Contractor/Subcontractor from beginning work.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.

The Contractor shall contact the Security Management Office by phone, letter, or email at the following numbers/addresses:

CELRH-SM

502 Eighth Street Huntington, WV 25701

Stephen R. Curry, phone (304) 399-5695;

email stephen.r.curry@usace.army.mil

Matthew D. Green, phone (304) 399-5294;

email matthew.d.green@usace.army.mil

Sandra L. Hardwick, Phone (304) 399-5612;

e-mail Sandra.L.Hardwick@usace.army.mil

DOCUMENT 00 80 00 Page 4

1.6 AT/OPSEC REQUIREMENTS

Contractors are required to comply with the following:

AT Level I Training

This provision/contract text is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable.

Upon request, the contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website:

http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

Access and General Protection/Security Policy and Procedures

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

For Contractors who do not require CAC, but require access to a DoD facility or installation

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

Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something)

DOCUMENT 00 80 00 Page 5

The Contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Contracting Officer no later than 5 calendar days after the completion of the training.

For Contracts that Require OPSEC Training

All new Contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all Contractor employees must complete annual OPSEC awareness training. The Contractor shall submit certificates of completion for each affected contractor and subcontractor employee, to the Contracting Officer's Representative or to the Contracting Officer (if a Contracting Officer is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ ioss/ or http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the RA OPSEC Officer in presentation form which will be documented via memorandum.

Pre-screen candidates using E-Verify Program

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

*When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

1.7 RECORDKEEPING AND REPORTING

The Contractor shall maintain a roster of all background investigation requests. The roster shall be maintained and available for inspection by the Contracting Officer upon request. A copy will also be provided to the Contracting Officer on a monthly basis. At a minimum, the roster shall include the following information:

Full Name of Employee Employer Date Phase I Background Check Requested Date of Phase I Approval/Disapproval Date Phase II Background Investigation Requested Date of Phase II Approval/Disapproval Date Foreign National/Recent U.S. Citizen Check Requested Date Foreign National/Recent U.S. Citizen Check Approval/Disapproval

DOCUMENT 00 80 00 Page 6

Other information may also be included on the roster. However, the Contractor is responsible for protecting all sensitive personal information such as social security numbers, birth dates, etc.

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

Comply with Contract Clause DFARS 252.236-7001. Contractor shall field verify all dimensions on drawings prior to commencing design and layout of the work.

1.9 PHYSICAL DATA

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of, or conclusion drawn from, the data or information by the Contractor.

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and previous construction at the site.

1.9.1 Weather Conditions

The Contractor shall make its own investigations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at principal cities nearest to this project, being: Mount Sterling, Ohio.

1.9.2 Transportation Facilities

State Route 125 to State Route 197 (Deer Creek Rd.) provides access to the project.

1.9.3 Location of Project

Deer Creek Lake is located in Pickaway and Fayette Counties, approximately 4 miles south of Mount Sterling, Ohio.

1.9.4 Pool Regulation and Flood Control

1.9.4.1 General

Attention is invited to the fact that the site of the work is subject to flooding at any time. During the course of the contract, high river flow conditions will develop in varying degrees affecting the pool elevation of the lake.

Historical data for the last 20 years of the lake pool elevation is provided in the Contract Drawings.

1.9.4.2 Pool Regulation

Pool regulation will be the responsibility of the Government and the required work must be scheduled accordingly. The Government cannot control the pool elevation. At times during high flows and large discharges periods the water levels upstream and downstream from a dam at which work is occurring may reach heights that require a flood demobilization of the Contractor's work equipment.

DOCUMENT 00 80 00 Page 7

1.9.4.3 Pool Elevation Monitoring

At a lake pool elevation of 814.00 or above, the tainter gates will need to be operable and place on the sill. The Contracting Officer or the Resident Manager will inform the Contractor as to when they will be required to remove their equipment from the work area to meet the requirements above.

1.9.4.4 Flood Demobilization Procedure

Flood demobilization shall consist of complete removal of the contractor's work equipment, staging, and scaffolding from the spillway, and the tainter gate returned to operable condition. The tainter gate shall be considered operable only when the gate can be fully opened, or closed, without the use of external equipment not normally used to open or close the gate, and when all seal components are in place to prevent and water leakage past the gate.

1.9.4.5 Flood Demobilization Plan

The Contractor shall submit a Flood Demobilization Plan for approval indicating the process for executing all flood demobilization procedures within 24 hours of notification.

1.9.5 Field Information

Contractors who desire an escort at the site or who require field information should contact: Mr. Jesse Pullen, EC-CM, Huntington, West Virginia. Telephone 304-399-5344.

1.9.6 Working Area and Times

In order to perform daily operations of the dam, the service bridge area must be kept free of all unnecessary material and equipment. Paint, thinner and other flammables must be stored in a trailer or temporary building. The Dam is operational 24 hours a day, seven days a week year round.

1.9.7 Inspection Hours

The contract requires that certain tests be performed in the presence of the Contracting Officer or their representative. These tests shall be scheduled between 8:30 a.m. and 3:00 p.m., Monday through Friday, excluding Federal holidays; the Government shall be given 72 hours advance notice of such tests.

1.9.8 Work Hours

The Contractor's work hours for all work associated with this contract shall be at the discretion of the Contractor and as approved by the Contracting Officer. This includes multiple shifts, weekends and Federal Holidays.

1.10 WAGE RATES

Wage rates shall be in accordance with Contract Clause, DAVIS-BACON ACT

(FAR 52.222-6).

1.11 USE OF GOVERNMENT PROPERTY

Storage of material, access to the dam or similar use shall be subject to the approval of the Contracting Officer; and in no event shall such use

DOCUMENT 00 80 00 Page 8 affect operation of the dam. Upon completion of use of Government property, the areas shall be restored to original condition to the satisfaction of the Contracting Officer, and disturbed earth areas seeded to prevent erosion (See Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION).

1.12 SUBMISSION OF CONTRACT DOCUMENTATION

Provide contract documentation in an electronic format to the greatest extent practicable. Contract documentation to be submitted electronically includes, but is not limited to, the following:

Submittals, including ENG 4025 transmittal form

Meeting Minutes

Construction Photographs

Correspondence

Requests for Information

Payroll Documents

Statement and Acknowledgement Forms (SF 1413)

Request for Additional Classification (SF 1444)

Progress Payment Requests and Supporting Documentation

Contract Modification Documentation, including SF 30, Contractor's

Offer, Cost/Pricing Audit Report, and Certificate of Current Cost or

Pricing Data

Contractor Quality Control Reports (with attachments)

Accident Reports

Schedules and Schedule Updates

Closeout Documentation, including Release of Claims

Electronic files must be of sufficient quality that all information is legible. Electronic format shall be in Adobe.PDF format, unless otherwise specified or directed by the Contracting Officer's Representative (COR).

Whenever possible, PDF files shall be generated from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Files exceeding 30 pages shall be indexed and bookmarked to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic documents fewer than 10MB to an email address as directed by the COR. Electronic documents over 10MB shall be provided on a CD/DVD, or through an electronic file sharing system such as the Dod SAFE Web Application located at the following website:

DOCUMENT 00 80 00 Page 9 https://safe.apps.mil/

The Government reserves the right to request hard copy submission of any item, if deemed necessary. The Contractor shall be prepared to provide up to eight additional paper hard copies of any contract document at the discretion of the COR, at no additional cost to the Government. In addition to the electronic file format described above, the following list of documents shall be provided in their original format because law or other regulations require signed originals be kept in accordance with FAR 4.805 -- STORAGE, HANDLING, AND DISPOSAL OF CONTRACT FILES (this list is taken from Appendix 5 to Annex C to OPORD 2012-66):

Advance Payment Bond

Bid Bond including Annual Bid Bond

Performance Bond including Annual Performance Bond

Payment Bond

Patent Infringement Bond

Any performance security instruments

Certificate of Insurance

Novation/Change of Name Agreement

Assignment of Claims

Any document containing a raised seal. Examples include:

o Notarized documents o Architecture Drawings

Paper Payroll Documents

Physical signatures on contracts and modifications o SF 1442 o SF 30

1.13 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

If the Contractor elects to use an electronic payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and

DOCUMENT 00 80 00 Page 10 basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required three years after contract completion. If the Contractor chooses to use an electronic payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the Contractor.

The Contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS;

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service shall be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.14 REQUIRED INSURANCE

In reference to Contract Clause, INSURANCE--WORK ON A GOVERNMENT INSTALLATION, FAR 52.228-5, the Contractor shall procure and maintain, during the entire period of his performance under this contract, the following minimum insurance:

a. Workmen's Compensation. Workmen's Compensation and Occupational Disease Coverage, as legally required by the State wherein the work is being performed.

DOCUMENT 00 80 00 Page 11

b. Comprehensive Automobile Liability Insurance. Bodily injury coverage with minimum limits of $200,000 per person and $500,000 per occurrence, and $100,000 per occurrence for property damage shall be required.

c. Comprehensive General Liability Insurance. Bodily injury coverage with minimum limit of $500,000 per occurrence shall be required.

Property damage coverage with a minimum limit of $100,000 per occurrence shall be required.

d. Before commencing work under this contract, the Contractor shall certify to the Contracting Officer, in writing, that the required insurance has been obtained. The policies evidencing the required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective (1) for such period as the laws of the State in which this contract is to be performed prescribe or (2) until 30 calendar days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

1.15 PERFORMANCE EVALUATION OF CONTRACTOR

It is the Corps' standard operating procedure that the Contracting Officer evaluate the Contractor's performance and prepare a performance report using the web-based application CPARS (Contractor Performance Assessment Reporting System) for construction contracts of $650,000 or more. After an evaluation (interim or final) is written by the Corps, the Contractor has a 60-day period to access, review and comment on the evaluation. Accessing and using CPARS requires having specific software, called PKI certification, installed on the user's computer. The certification, a Department of Defense requirement, was implemented to provide security in electronic transactions. The certification software could cost approximately $100-$125 per certificate, per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.gov. The Contractor is encouraged to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.16 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

This section does not apply to terminations. See Federal Acquisition Regulation (FAR) part 49.

Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the Contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate

DOCUMENT 00 80 00 Page 12 may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply.

For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.17 AVAILABILITY AND USE OF UTILITY SERVICES

The Government will not provide any utilities under this contract.

1.18 PROGRESS SCHEDULE

1.18.1 Schedule Preparation

Prepare schedules in accordance with Section 01 32 01.00 10 PROJECT

SCHEDULE.

1.19 PAYMENT

No separate payment will be made for the work covered under this section and all costs in connection therewith shall be included in the applicable contract price to which the work pertains.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

DOCUMENT 00 80 00 Page 13

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SCOPE

1.3 SUBMITTALS

1.4 DESCRIPTION OF WORK

1.4.1 General Project Features

1.4.2 Work Covered by Contract Documents

1.4.3 Work by Other Prime Contractors

1.5 CONTRACT CONSIDERATIONS

1.5.1 Contractor Use of Site

1.5.1.1 General

1.5.1.2 Site Layout Organization Plan

1.5.1.3 Protection of Government Property

1.5.1.4 Cooperation with Government Personnel

1.5.1.5 Availability of Tainter Gates

1.5.1.6 Tainter Gate Operation

1.5.2 Identification of Government Furnished Property

1.5.3 Payments

1.5.3.1 Applications for Payment

1.5.3.2 Measurement and Payment

1.5.4 Contract Modifications (Change Orders)

1.5.5 Safety

1.5.6 Materials, Equipment and Workmanship

1.5.7 Permits, Licenses, Fees and Taxes

1.5.8 Shop Drawings, Product Data, and Samples

1.5.9 Network Analysis Schedules

1.5.10 Project Conferences

1.5.11 Reference Standards

1.5.12 Construction Photographs

1.5.13 Quality Control

1.5.14 Submittals

1.6 PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 00 00 Page 1

SECTION 01 00 00

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.2 SCOPE

The work covered by this contract consists of furnishing all plant, labor, equipment, appliances, and materials and performing all operations in connection with, preparation of surfaces and application of paint and other specified materials. This work shall be accomplished in complete and strict accordance with the specifications and the applicable drawings and shall be subject to the terms and conditions of the contract. All work shall be performed in accordance with EM 385-1-1, U. S. Army Corps of Engineers Safety and Health Requirements Manual, dated 30 November 2014.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Site Layout Organization Plan; G|DC Plant Layout Drawings; G|DC

1.4 DESCRIPTION OF WORK

1.4.1 General Project Features

a. This contract shall consist of cleaning and painting tainter gate number 1 and its associated items and Tainter Gate number 2 and its associated items in accordance with the contract plans and specifications. "Option 1" shall consist of cleaning and painting tainter gate number 3 and its associated items in accordance with the contract plans and Specifications. The tainter gates are numbered from left to right as viewed from upstream looking downstream.

b. Deer Creek Dam has three tainter gates measuring 42-foot wide by

32.28 - foot high with a 31 - foot radius. Each gate has a pair of strut arms on each end which connect the gate to a yoke assembly attached to the trunnion girder. The yoke assembly houses the trunnion

SECTION 01 00 00 Page 2 pin and trunnion pin bushing. For the intermediate piers, located between two consecutive tainter gates, a combination of ladders and stairs provide access to a trunnion girder which has a yoke on each end to support both gates.

c. All metal surfaces of the three spillway tainter gates and their associated items including trunnion bases, trunnion pins, trunnion girders, and trunnion girder support columns shall be cleaned by abrasive blast cleaning to SSPC-SP-5 (white metal) as specified hereinafter. Containment, collection, and disposal of removed material shall be as specified herein and in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION. Upon completion of surface preparation as specified, the surfaces shall be coated with one double spray coat of vinyl zinc-rich VZ-108d as specified hereinafter. After required drying time for the first coat, the entire surfaces shall be painted with three double spray coats of vinyl V-766e paint as specified hereinafter.

d. Prior to abrasive blast cleaning of the tainter gates, the side seal assemblies shall be removed from the tainter gates. The side seal assembly consists of a 5 inch by 3-1/2-inch by 3/8-inch angle, 2-1/2-inch by 1/2-inch round edge bar, rubber J-bulb and connecting bolts, and washers (the nuts are tack welded to the gate and shall not be removed). Each tainter gate has two side seal assemblies. These items may not have been removed during the previous paint contract, therefore there is a possibility that lead paint will be encountered under/behind these assemblies.

e. All metal surfaces of the disassembled side seal assembly components shall be cleaned and painted as specified with paint System 5-E-Z prior to re-assembly on the tainter gate. The rubber J-bulb, bolts and washers shall be replaced with new pieces matching the dimensions of the originals.

f. A number of structural steel welds shall be visually inspected and possibly repaired under this contract. The visual inspections shall look for cracked welds, lack of fusion, and unfinished welds. The contractor shall perform the visual inspection of the specified welds after the abrasive blast cleaning. Results of the visual inspections shall be submitted to the Government. Based on the results of the visual inspections the Government will determine which welds shall be repaired. The visual inspections and any necessary repairs shall be performed in accordance with Specification Section 35 20 16.46 TAINTER

GATES AND ASSOCIATED ITEMS.

g. After the gate has been abrasively blast cleaned and painted the side seal assemblies shall be re-installed on the tainter gate. The side seals shall be adjusted so that the J-bulbs just barely touched the embedded side seal plates in the pier. The J-bulb seals will be permitted to have a 1/8" preset to account for unevenness of the contact surfaces.

h. Existing bridge load capacity is equivalent to an AASHTO HS20-44 (MS 18) Truck loading. However, the Contractor shall submit all equipment, weights and loads for approval prior to mobilization.

1.4.2 Work Covered by Contract Documents

Perform all the work shown on the drawings and identified in Divisions 01 through 35 of the technical specifications and Section 00 80 00 SPECIAL

SECTION 01 00 00 Page 3

CONTRACT REQUIREMENTS.

1.4.3 Work by Other Prime Contractors

Comply with the Contract Clause FAR 52.236-8 OTHER CONTRACTS.

1.5 CONTRACT CONSIDERATIONS

1.5.1 Contractor Use of Site

1.5.1.1 General

Comply with the Contract Clauses FAR 52.236-7 PERMITS AND RESPONSIBILITIES, 52.236-9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS, 52.236-10 OPERATIONS AND STORAGE AREAS and

52.236-12 CLEANING UP.

1.5.1.2 Site Layout Organization Plan

Within fifteen (15) calendar days after issuance date of Notice to Proceed, submit a Site Layout Organization Plan showing the Contractor's proposed layout of facilities on the site. Acceptance of the final plan by the Contracting Officer is a prerequisite to the Contractor's use of the site.

Upon completion of the work, vacate from the site all plant and temporary facilities and complete post-construction as specified in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION. Submit plant layout drawings in accordance with Section 01 50 00TEMPORARY CONSTRUCTION FACILITIES.

1.5.1.3 Protection of Government Property

The Contractor shall take whatever measure are necessary or required for protection of the existing buildings, grounds, parking areas and other Government facilities.

The Contractor is responsible for protecting the adjacent machinery and facilities from any damage resulting from work performed. The adjacent machinery and facilities will be inspected by the Contractor and Government personnel before and after work on each of the tainter gate to ensure any damage to Government property is documented and properly addressed.

Exposed gears, seals, and moving parts of tainter gate hoisting equipment will be inspected by the Contracting Officer in the presence of the Contractor prior to gate hoist operation and returning the gate hoist to service, to ensure no debris is present.

Work platforms and anchorage devices required to be anchored into concrete dam or piers shall be submitted for Government approval and comply with the following:

a. Drilling through reinforcing steel shall be avoided by using an appropriate device to locate embedded concrete reinforcing steel prior to drilling.

b. After work is complete, any drilled holes in the concrete shall be filled. Material used to fill any holes shall be submitted for Government approval and applied in accordance with the manufacturer's instructions.

SECTION 01 00 00 Page 4

1.5.1.4 Cooperation with Government Personnel

The Contractor shall conduct his operations in such manner so as not to interfere with the daily operational functions that Government personnel will have to perform in connection with their duties of dam operations.

Contractor storage of materials and equipment shall be located where approved by the Contracting Officer.

1.5.1.5 Availability of Tainter Gates

Tainter gates are a critical component of the dam and are required to regulate pool elevations. Tainter gates shall be in an operable condition when required for flood control. Due to the possibility that the lake pool elevation could exceed 814.0 during the course of the work, the Contractor may have access to no more than one gate at anytime, unless otherwise approved by the Contracting Officer. The intent of the Government is for all work to be completed on each tainter gate prior to beginning work on subsequent gates. No work will be allowed until the Flood Demobilization Plan, as required in Section 00 80 00, SPECIAL CONTRACT REQUIREMENTS, is approved.

1.5.1.6 Tainter Gate Operation

The Government will retain control of the Tainter Gates and Tainter Gate Operation throughout the period of work. The Government will raise/lower the tainter gate, with a maximum of two operations per work day, to facilitate the work. Operation of the tainter gates (raising and lowering) may only be performed during work hours, as defined in this Specification.

Scheduling operation of the tainter gate shall be made through the COR with the project resource manager and project personnel. Contractor shall provide two working days notice of necessary tainter gate operation to the Government.

1.5.2 Identification of Government Furnished Property

Comply with the requirements of Section 01 60 00.00 40 MATERIAL AND

EQUIPMENT.

1.5.3 Payments

1.5.3.1 Applications for Payment

Payments will be made in accordance with the Contract Clauses and with the applicable provisions of Section 01 22 00.00 20 APPLICATION FOR PAYMENT.

1.5.3.2 Measurement and Payment

Measurement and payment shall be determined in accordance with Contract Clauses FAR 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS, DFARS 252.236-7008 CONTRACT PRICES--BIDDING SCHEDULES, and FAR 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS and with the payment paragraphs of each of the technical specifications sections.

1.5.4 Contract Modifications (Change Orders)

Modifications shall be determined in accordance with the provisions of Section 01 02 80 CONTRACT MODIFICATIONS, Contract Clauses FAR 52.243-4 CHANGES and DFARS 252.236-7000 MODIFICATION PROPOSALS--PRICE BREAKDOWN of Section 00 70 00 CONTRACT CLAUSES.

SECTION 01 00 00 Page 5

1.5.5 Safety

Safety shall be the responsibility of the Contractor. Comply with the provisions of the Contract Clause FAR 52.236-13 Alt I, ACCIDENT PREVENTION ALTERNATE I and with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS of the specifications.

1.5.6 Materials, Equipment and Workmanship

Comply with the Contract Clause FAR 52.236-5 MATERIAL AND WORKMANSHIP and with Section 01 60 00.00 40 MATERIAL AND EQUIPMENT of the specifications.

1.5.7 Permits, Licenses, Fees and Taxes

The Contractor shall ascertain the extent of, and pay for all necessary permits, licenses, fees, and taxes in accordance with the provisions of the Contract Clauses FAR 52.236-7 PERMITS AND RESPONSIBILITIES and FAR 52.229-3 FEDERAL, STATE, AND LOCAL TAXES of Section 00 70 00 CONTRACT CLAUSES.

1.5.8 Shop Drawings, Product Data, and Samples

Comply with the Contract Clause FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION and with Section 01 32 16.00 20 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES of the specifications.

1.5.9 Network Analysis Schedules

Comply with Section 01 32 01.00 10 PROJECT SCHEDULE.

1.5.10 Project Conferences

Comply with the provisions of Section 01 31 19.00 40 PROJECT CONFERENCES of the specifications.

1.5.11 Reference Standards

Comply with the individual technical specifications sections and with Section 01 42 00 SOURCES FOR REFERENCE PUBLICATIONS.

1.5.12 Construction Photographs

Comply with Section 01 38 10 PROGRESS PHOTOGRAPHS of the specifications.

1.5.13 Quality Control

Comply with Contract Clauses FAR 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR and 52.236-5 MATERIAL AND WORKMANSHIP and with Section 01 45 00.00 40

CONTRACTOR QUALITY CONTROL.

1.5.14 Submittals

Comply with the requirements of Section 01 33 00 SUBMITTAL PROCEDURES.

1.6 PAYMENT

No separate payment will be made for the work covered under this section and all costs in connection therewith shall be included in the applicable line item contract price to which the work pertains.

SECTION 01 00 00 Page 6

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 00 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 02 80

CONTRACT MODIFICATIONS

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME

3.2 CHANGE PROCEDURES

3.3 CORRELATION OF CONTRACTOR SUBMITTALS

3.4 PAYMENT

SECTION 01 02 80 Page 1

SECTION 01 02 80

CONTRACT MODIFICATIONS

PART 1 GENERAL

1.1 SCOPE

a. Submittals.

b. Documentation of change in Contract Sum/Price and Contract Time.

c. Change procedures.

d. Correlation of Contractor submittals.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Authorized Change Document Individual

a. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the work.

b. Submit in accordance with Contract Clauses, "CHANGES" and

"NOTIFICATION OF CHANGES."

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME

a. Furnish information required by Contract Clauses, "MODIFICATION PROPOSALS--PRICE BREAKDOWN," "CHANGES," "NOTIFICATION OF CHANGES," and

"VARIATION IN…