A.01.13_Specifications.pdf

Specifications for

STABILITY REHABILITATION

FOR MONOLITHS M8-M12

AND M19-M24, GREENUP

LOCKS & DAM GREENUP,

KENTUCKY

DEPARTMENT OF THE ARMY

HUNTINGTON DISTRICT, CORPS OF ENGINEERS

HUNTINGTON, WEST VIRGINIA

June 2018

Certified Final Documents - RTA (Pending)

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GRO20

ITEM

NO. DESCRIPTION

ESTIMATED

QUANTITY UNIT

UNIT

PRICE

ESTIMATED

AMOUNT

Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000.00 1 Job

Sum(Not to Exceed) $

2 Mobilization and Demobilization 1 Job Sum $

3 Installing Project Identification and Safety Performance Signs 1 Job Sum $

4 Environment Protection 1 Job Sum $

5 Working"As-built" Documents (Price shall not be less than $15,000) 1 Job Sum

6 Demoliton 1 Job Sum $

7 CLSM Lifts 2,198 CY $ $

8 Concrete Lift 382 CY $ $

9 Concrete Slab 118 CY $ $

10 Crack Repair 37,440 Cu.In. $ $

11 Fence Removal 14 Ln.Ft. $ $

12 Fencing Swing Gate 2 Ea. $ $

13 Dense Graded Aggregate 768 Ton $ $

14 Type III Geotextile Fabric 1,893 Sq. Yd. $ $

15 Seeding 1 Job Sum $

16 Drainage Pipe, Size 18-Inch, RCP 18 Ln.Ft. $ $

Total for Base Items (1 thru 16) $

Reimbursement of Actual Cost of Performance and Payment Bonds for Bids in Excess of $150,000.00 1 Job

Sum(Not to Exceed) $

18 Environment Protection 1 Job Sum $

19 Working "As-built" Documents (Price shall not be less than $15,000) 1 Job Sum

20 Demolition 1 Job Sum $

21 CLSM Lifts 2,092 CY $ $

22 Concrete Lift 372 CY $ $

GENERAL FEATURES - OPTION 1: Option 1 includes removing the existing concrete slabs, excavating the existing fill material, sealing concrete cracks, placing controlled low-strength material (CLSM), installing reinforcement and placing structural concrete on lock wall monoliths M19 thru M24.

GENERAL FEATURES - BASE: The base contract includes removing the existing concrete slabs, excavating the existing fill material, sealing concrete cracks, placing controlled low-strength material (CLSM), installing reinforcement and placing structural concrete on middle wall monoliths M8 thru M12.

GRO20

ITEM

NO. DESCRIPTION

ESTIMATED

QUANTITY UNIT

UNIT

PRICE

ESTIMATED

AMOUNT

23 Concrete Slab 110 CY $ $

24 Crack Repair 37,440 Cu.In. $ $

25 Seeding 1 Job Sum $

Total for Option 1 Items (17 thru 25) $

26 Working "As-built" Documents (Price shall not be less than $15,000) 1 Job Sum

27 Existing Precast Vehicle Stops (Curb Blocks) Removal and Disposal 765 Ln.Ft.

28 Crushed Stone Base 4,650 Ton $ $

29 Class 2 Asphalt Base 0.75D PG64-22 3,442 Ton $ $

30 Class 2 Asphalt Binder 0.50D PG64-22 1,995 Ton $ $

31 Class 2 Asphalt Surface 0.38D PG64-22 1,418 Ton $ $

32 Bituminous Tack Coat 1,357 Gal. $ $

33 Bituminous Prime Coat 3,469 Gal. $ $

34 Type III Geotextile Fabric 13,878 Sq.Yd. $ $

35 Adjust Manhole or Utility Vault Frame to Grade 3 Ea. $ $

36 Maintenance of Traffic 1 Job Sum $

37 Precast Vehicle Stops (Curb Blocks) 765 Ln.Ft. $ $

38 Edge Key 333 Ln.Ft. $ $

39 Inductor Loops 595 Sq..Ft. $ $

Total for Option 2 Items (26 thru 39) $

Total for Base Plus Option 1 and Option 2

(LINE ITEMS 1 THROUGH 39)

GENERAL FEATURES - OPTION 2: Option 2 consists of reconstructing the access road to the project. This work is to be accomplished after the work on the middle wall monoliths has been completed.

Stability Rehabilitation for Monoliths M8-M12 and M19-M24 GRO20

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 22 00.00 20 APPLICATION FOR PAYMENT

01 28 00.00 10 CONTRACT MODIFICATIONS

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 GOVERNMENTAL 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

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 22 70.01 CONTROLLED LOW-STRENGTH MATERIAL (CLSM)

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 00 ACCESS ROAD PAVEMENT AND MISCELLANEOUS SITE WORK

32 01 01 HAUL ROAD

32 31 13 FENCING

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 80 00

SPECIAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3 SUBMITTALS

1.4 LIQUIDATED DAMAGES--CONSTRUCTION

1.5 DOCUMENT SECURITY

1.5.1 For Official Use Only (FOUO)

1.6 SECURITY REQUIREMENTS

1.6.1 Foreign Nationals

1.7 AT/OPSEC REQUIREMENTS

1.8 RECORDKEEPING AND REPORTING

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.10 SUBMISSION OF CONTRACT DOCUMENTATION

1.11 WAGE RATES

1.12 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

1.13 REQUIRED INSURANCE

1.13.1 Insurance Certification

1.14 SITE RESTRICTION

1.14.1 Navigation Small Boat Restriction. (Survey Boats, Crew Boats, Launches,....)

1.15 OBSTRUCTION OF NAVIGABLE WATERWAYS

1.16 FLOATING PLANT AND TOWBOAT

1.17 FLOOD OUTAGE

1.18 PERFORMANCE EVALUATION OF CONTRACTOR

1.19 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

1.20 AVAILABILITY AND USE OF UTILITY SERVICES

1.20.1 Government Furnished Utility Services

1.21 PROGRESS SCHEDULE

1.21.1 Schedule Preparation

1.22 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 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 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

Comply with the Contract Clause 52.211-10.

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-01 Preconstruction Submittals

List of Employees; G|SM Investigation Package for Contractor and Subcontractor Employees;

G|SM

1.4 LIQUIDATED DAMAGES--CONSTRUCTION

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

1.5 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, dated 29 September 2000.

1.5.1 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

DOCUMENT 00 80 00 Page 2 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 (dated 29 September 2000))

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

1.6 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.

Contractors shall submit a complete investigation packet for each contractor and subcontractor employee 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.

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.

DOCUMENT 00 80 00 Page 3

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

1.6.1 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 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. Per AR 380-10, Foreign Disclosure, All Foreign National Visits must be submitted to the Security Office within 30 days prior to the visit. 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:

US Army Corps of Engineers

ATTN: CELRH-SM

502 Eighth Street Huntington, WV 25701

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

e-mail sandra.l.hardwick@usace.army.mil

DOCUMENT 00 80 00 Page 4 or

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

e-mail stephen.r.curry@usace.army.mil or

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

e-mail matthew.d.green@usace.army.mil

1.7 AT/OPSEC REQUIREMENTS

Contractors are required to comply with the following:

1. 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 thirty (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 Contracting Officer's Representative or to the Contracting Officer (if a Contracting Officer's Representative is not assigned), within five (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.

2. 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.

a. 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.

3. Suspicious Activity Reporting Training (e.g., iWATCH, CorpsWatch, or

DOCUMENT 00 80 00 Page 5

See Something, Say Something). 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 thirty (30) calendar days of contract award and within thirty (30) calendar days of new employees commencing performance with the results reported to the Contracting Officer's Representative no later than five (5) calendar days after the completion of the training.

4. 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 Contracting Officer's Representative no later than three (3) business days after the initial contract award.

5. 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's Representative 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.

1.8 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

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.

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

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

DOCUMENT 00 80 00 Page 6 work.

1.10 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 AMRDEC SAFE Web Application located at the following website:

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

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 (8) additional paper hard copies of any contract document at the

DOCUMENT 00 80 00 Page 7 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

1.11 WAGE RATES

Wage rates shall be in accordance with Contract Clause 52.222-6

CONSTRUCTION WAGE RATE REQUIREMENTS.

1.12 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS

(a) 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 Davis-Bacon Act as stated in FAR clause 52.222-8, PAYROLLS AND BASIC RECORDS and FAR clause 52.222-13, COMPLIANCE WITH CONSTRUCTION

WAGE RATE REQUIREMENTS AND RELATED REGULATIONS.

(b) If the Contractor elects to use an electronic Davis-Bacon Act 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 Davis-Bacon and Related Act Regulations. When the Contractor uses an electronic Davis-Bacon Act payroll system, the electronic payroll service shall be used by the

DOCUMENT 00 80 00 Page 8

Contractor to prepare, process, and maintain the relevant payrolls and 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 (3) years after contract completion. If the Contractor chooses to use an electronic Davis-Bacon Act payroll system, then the Contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and Related Act Regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract admin office to the electronic payroll processing system used by the Contractor.

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

commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://rms.usace.army.mil/Home/SiteMap) for export in an Excel spreadsheet to be imported into the Resident Management System (RMS) Contractor Mode, that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce Contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis-Bacon Act payrolls submitted to the Government over the life of the contract; 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 D-B payroll processing system shall be provided to the Government during contract closeout.

(d) 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 Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.13 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.

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.

DOCUMENT 00 80 00 Page 9

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

d. Marine Liability Insurance. The Contractor shall procure and maintain Protection and Indemnity, including Jones Act and Collision and Towers liability insurance in the minimum amount of $1,000,000 per occurrence.

1.13.1 Insurance Certification

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 thirty (30) days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

1.14 SITE RESTRICTION

1.14.1 Navigation Small Boat Restriction. (Survey Boats, Crew Boats, Launches,....)

a. Restricted Areas

No downstream access will be permitted when the Greenup Dam configuration to pass inflow requires a total gate opening on the dam in excess of twenty-five (25) feet. No upstream access will be permitted when the Greenup Dam configuration to pass inflow requires a total gate opening on the dam in excess of fifty (50) feet.

b. Required Equipment

All work boats and operators shall be maintained and operated in compliance with EM 385-1-1, Section 19.

(1) Each boat shall have an anchor sized for the boat, suitable for fast water service with the manufacturer's recommended length and size anchor line. Water depths in the area approach forty

(40) feet. The anchor and line shall be deployed and on deck ready for immediate use.

(2) Each craft shall be equipped with an operating marine radio capable of transmitting and receiving on Marine channels 16, 13, and 14.

(3) All other safety equipment for the class vessel as required by the United States Coast Guard shall be provided on each boat.

c. Personnel Interfacing

(1) Where multiple entries are made into the restricted area on a given day each entrance must be approved by the Lockmaster via marine radio.

(2) Should any trouble develop, while in the restricted area, the vessel operator must immediately notify the Lockmaster of the

DOCUMENT 00 80 00 Page 10 problem so they can take what, if any, actions they deem appropriate.

(3) Should the Lockmaster require the Work Crew to leave the area they will notify them by marine radio. The Work Crew and the boat will leave from the restricted area immediately.

The above requirements are the minimum acceptable for the proposed activities in the restricted area at the locks and dam.

1.15 OBSTRUCTION OF NAVIGABLE WATERWAYS

a. The Contractor shall--

(1) Promptly recover and remove any material, plant, machinery, or appliance which the contractor loses, dumps, throws overboard, sinks, or misplaces, and which, in the opinion of the Contracting Officer, may be dangerous to or obstruct navigation;

(2) Give immediate notice, with description and locations of any such obstructions, to the Contracting Officer; and

(3) When required by the Contracting Officer, mark or buoy such obstructions until the same are removed.

b. The Contracting Officer may--

(1) Remove the obstructions by contract or otherwise should the Contractor refuse, neglect, or delay compliance with paragraph (a); and

(2) Deduct the cost of removal from any monies due or to become due to the Contractor, or

(3) Recover the cost of removal under the Contractor's bond.

c. The Contractor's liability for the removal of a vessel wrecked or sunk without fault or negligence is limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et.seq.).

1.16 FLOATING PLANT AND TOWBOAT

a. The Contractor shall notify the Contracting Officer, in writing, at least thirty (30) days in advance of the date he proposes to use a floating plant above or below the immediate vicinity of the Locks and Dam (within the confines of the designated lockage arrival points). The Contracting Officer will advise the Lockmaster so that action is coordinated with traffic in a timely manner. Priority lockage can be authorized at the request of the Contractor.

b. Stationing of floating plant above the immediate vicinity of the Locks and Dam will be prohibited whenever river flows are sufficient to require a total Dam gate opening exceeding 50 feet. Stationing of floating plant below the immediate vicinity of the Locks and Dam will be prohibited whenever river flows are sufficient to require a total Dam gate opening exceeding 25 feet. Projected increased river flow which may require total Dam opening to exceed the referenced 50 or 25 feet, of total Dam gate opening and/or possible accidents, will require the Contractor to immediately remove the floating plant. Therefore, the Contractor shall

DOCUMENT 00 80 00 Page 11 furnish the Contracting Officer a list of all the Contractor's key personnel, along with telephone numbers where they may be contacted day or night, so that on a short notice the floating plant may be removed from the vicinity of the Dam.

c. If the Contracting Officer or Lockmaster at Greenup Locks and Dam is unable to contact the Contractor or his key employees, or if after contact the floating plant is not removed within four hours following notice, the Government will take the necessary action required to have the floating plant removed from the immediate vicinity of the Locks and Dam. All costs and any damages resulting from the removal shall be at the expense of the Contractor.

d. The floating plant cannot be left unattended while stationed in the immediate vicinity of the Locks and Dam, unless written permission is obtained from the Contracting Officer for each and every occurrence.

e. Mooring facilities are available for use within the Auxliary Lock Chamber during the execution of the construction operations. Plant shall not be moored in lock chambers or on lock walls where it will affect navigation. This area shall be vacated before the upper pool elevation reaches 516.50 or at the direction of the Lockmaster.

f. The Contractor shall also provide a towboat with adequate horsepower and twin screws to handle the floating plant being utilized, or shall obtain a contract with a reputable towing or marine service company to provide towboat services on an as-needed basis. The towboat shall be available within four hours of notice of need to abandon the work position, as directed by the Contracting Officer, on a 24-hour-a-day, seven-day-a-week basis, anytime the Contractor's floating plant is on station at the Locks and Dam. Note: The towboat does not have to be on station but shall be available on notice to reach the project site as specified above. For the purpose of construction, the Contractor must have a copy of 33 CFR 207.300, "Regulations Prescribed by the Secretary of the Army for Ohio River, Mississippi River above Cairo, Ill., and their Tributaries, Use, Administration and Navigation" which can be obtained electronically at https://ecfr.io/Title-33/pt33.3.207#se33.3.207_1300.

1.17 FLOOD OUTAGE

During the course of the contract, high river flow conditions will develop in varying degrees. The Contracting Officer or the Lockmaster will inform the Contractor as to when he will be required to remove his floating plant from the work area to meet the requirements above. At above 50 feet of total Dam opening, the Lockmaster will make an evaluation of pending river conditions and will inform the Contracting Officer as to whether the Contractor shall be required to remove his floating plant.

a. Total gate openings of 50 feet and 25 feet referred to in the specifications equate to 175,000 cfs and 88,700 cfs, respectively. It is imperative that the Contractor maintain close communication with the Lockmaster throughout this contract and to ascertain expected river conditions for the remainder of the work day and the short term future.

b. The stage duration curves, Contract Drawings S-702 through S-705, represent the results of a statistical analysis of historical stage data for the lower gages, on a monthly basis. For any given stage, these curves can be used to determine the percentage of time for which that particular stage could be expected to be equaled or exceeded on a

DOCUMENT 00 80 00 Page 12 monthly basis or for any given month. The historical stage hydrographs shown on Contract Drawings S-701 illustrate the variation in the lower pool for the period of record FY 2003 through FY 2015. For the lower pool hydrographs the gage datum is 473.0 feet.

1.18 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.

1.19 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

(a) This special contract requirement does not apply to terminations.

See UAI 5152.249-9000, BASIS FOR SETTLEMENT OF PROPOSALS, and FAR Part 49.

(b) Allowable cost 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 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 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.

(c) Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, RENTAL COSTS. 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.

(d) When actual equipment costs are proposed and the total amount of

DOCUMENT 00 80 00 Page 13 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.

1.20 AVAILABILITY AND USE OF UTILITY SERVICES

1.20.1 Government Furnished Utility Services

The Government will not provide any utilities under this contract.

1.21 PROGRESS SCHEDULE

1.21.1 Schedule Preparation

Prepare schedules in accordance with Section 01 32 01.00 10 PROJECT

SCHEDULE.

1.22 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 14

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.1 SCOPE

1.2 SUBMITTALS

1.3 DESCRIPTION OF WORK

1.3.1 General Project Features

1.3.2 Soil Investigation and Analytical Results

1.3.3 Limited Working Area and Times

1.3.4 Work Covered by Contract Documents

1.3.5 Work by Other Prime Contractors

1.4 CONTRACT CONSIDERATIONS

1.4.1 Contractor Use of Site

1.4.1.1 General

1.4.1.2 Site Layout Organization Plan

1.4.2 Identification of Government Furnished Property

1.4.3 Payments

1.4.3.1 Applications for Payment

1.4.3.2 Measurement and Payment

1.4.4 Contract Modifications (Change Orders)

1.4.5 Safety

1.4.6 Materials, Equipment and Workmanship

1.4.7 Permits, Licenses, Fees and Taxes

1.4.8 Shop Drawings, Product Data, and Samples

1.4.9 Network Analysis Schedules

1.4.10 Project Conferences

1.4.11 Reference Standards

1.4.12 Construction Photographs

1.4.13 Quality Control

1.4.14 Submittals

1.5 PAYMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

CONTRACT CONSIDERATIONS

PART 1 GENERAL

1.1 SCOPE

a. Description of the Work.

b. Contract Considerations.

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-02 Shop Drawings

Site Layout Organization Plan; G|CM

1.3 DESCRIPTION OF WORK

1.3.1 General Project Features

a. The general description of the work of this contract consists of furnishing all materials, equipment, labor, layouts of work features, and supervision needed to accomplish work on the indicated middle wall lock monoliths related to removing the existing concrete slabs, excavating the existing fill material, sealing concrete cracks, placing controlled low-strength material (CLSM), installing reinforcement and placing structural concrete on the indicated middle wall monoliths of the Greenup Locks located on the Ohio River. The monoliths contained in this contract are the middle wall monoliths M8 thru M12 as the base contract and middle wall monoliths M19 through M24 as Option 1. Option 2 consists of reconstructing the access road to the project. This work is to be accomplished after the work on the middle wall monoliths has been completed. A layout of the lock wall monoliths is shown in the As-built reference drawings provided in the contract drawings.

b. The Greenup Locks and Dam project is an active navigation lock operated 24/7 located at river mile 341.0 on the Ohio River. Original construction of the project was completed in 1962. The existing structures consists of a 1,042-foot long dam and two (2) lock chambers (a 110' x 1200' main chamber and a 110' x 600' auxiliary chamber). The locks have a 30-foot lift and the dam maintains a normal upper pool elevation of 515.0 feet using nine (9) tainter gates. The project also includes a hydroelectric generating unit and a bridge that connects U.S. Route 52 in Ohio to U.S. Route 23 in Kentucky. The main lock chamber is formed by the river wall and the middle wall and the auxiliary lock chamber is formed by the middle wall and the land wall.

c. Due to the depth of the V-notch in the monoliths and the upper pool elevation, it is possible water will infiltrate into the V-notch when

SECTION 01 00 00 Page 2 the water level in the chamber is above elevation 512.0 which is the invert elevation of the V-notch. Normal upper pool elevation is

515.0. If water does infiltrate the V-notch and impacts the

Contractor's work by impeding concrete placement or formwork installation, the main chamber will be closed to traffic as outlined in Paragraph LIMITED WORKING AREA AND TIMES.

d. The upper and lower pool elevations are subject to change due to river conditions. Contract drawings S-701 through S-705 provide the historical data of the Lower Pool Stage. The historical data includes hydrographs from FY2003 through FY2015 and the monthly duration curves.

1.3.2 Soil Investigation and Analytical Results

Soil samples were obtained by the Government of the existing fill material and sent to a laboratory for testing. The soil samples were tested for solvents, hydrocarbons, heavy metal, and dioxin. One soil sample was obtained from each monolith M8 through M12 and M20 through M24. The five soil samples taken from M8 through M12 were then combined and a single composite soil sample was obtained. A soil sample for M20 through M24 was obtained in the same manner. In the laboratory test results, the soil samples are referred to as "Sample #1 Upstream" and "Sample #2 Downstream". The composite soil sample obtained from M8 through M12 corresponds to "Sample #2 Downstream" and the composite soil sample obtained from M20 through M24 corresponds to "Sample #1 Upstream". A summary of the results is provided below, A copy of the complete testing results is included at the end of this section.

Sample #1 Upstream

Analyte Method Result Gasoline Range Organics 8015C Non-detect Ethylene Glycol 8015MOD Non-detect Diesel Range 8015C Non-detect Carbon Range 8015C Non-detect Lead 6010B 6.86 mg/kg Dioxin SW846/8290A Non-detect

Sample #2 Downstream

Analyte Method Result Gasoline Range Organics 8015C Non-detect Ethylene Glycol 8015MOD Non-detect Diesel Range 8015C Non-detect Carbon Range 8015C Non-detect Lead 6010B 6.32 mg/kg Dioxin SW846/8290A Non-detect

1.3.3 Limited Working Area and Times

During the time of performance of this contract, the auxiliary chamber will be inactive with the main chamber being the only chamber available to pass navigation traffic. During the course of this work it may become necessary for the main chamber to be closed to navigation traffic. To reduce the impact to the navigation industry, any main chamber closures shall be limited to one 10-hour long period during daylight hours each day. Outside of this 10-hour period the main chamber shall be open to all navigation traffic. If the contractor places any equipment or materials in the main chamber during the closures, the contractor will need to remove their

SECTION 01 00 00 Page 3 equipment and materials from the main lock chamber and its approaches to permit navigation traffic to utilize the main chamber. The Contractor will be permitted to place their floating plant in the auxiliary lock chamber unless river conditions dictate otherwise as specified in Section 00 80 00

SPECIAL CONTRACT REQUIREMENTS.

1.3.4 Work Covered by Contract Documents

Perform all the work shown on the drawings and identified in Divisions 01 through 33 of the technical specifications and Section 00 80 00 SPECIAL

CONTRACT REQUIREMENTS.

1.3.5 Work by Other Prime Contractors

Comply with the Contract Clause 52.236-8 OTHER CONTRACTS.

1.4 CONTRACT CONSIDERATIONS

1.4.1 Contractor Use of Site

1.4.1.1 General

Comply with the Contract Clauses 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.

1.4.1.2 Site Layout Organization Plan

Within fifteen (15) calendar days after the date of Notice of Award, submit a Site Layout Organization Plan showing the Contractor's proposed layout of facilities on the site. The Contracting Officer will review the plan and issue its comments within fifteen (15) calendar days of receipt of the same. 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 00 TEMPORARY CONSTRUCTION FACILITIES.

1.4.2 Identification of Government Furnished Property

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

EQUIPMENT.

1.4.3 Payments

1.4.3.1 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.

1.4.3.2 Measurement and Payment

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

SECTION 01 00 00 Page 4

1.4.4 Contract Modifications (Change Orders)

Modifications shall be determined in accordance with the provisions of Section 01 28 00.00 10 CONTRACT MODIFICATIONS, Contract Clauses 52.243-4 CHANGES and 252.236-7000 MODIFICATION PROPOSALS--PRICE BREAKDOWN of Section

00 70 00 CONTRACT CLAUSES.

1.4.5 Safety

Safety shall be the responsibility of the Contractor. Comply with the provisions of the Contract Clauses 52.236-13 ACCIDENT PREVENTION and with Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS of the specifications.

1.4.6 Materials, Equipment and Workmanship

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

1.4.7 Permits, Licenses, Fees and Taxes

The Contractor shall ascertain the extent of, and pay for all necessary…