W912QR-50146144_Specs_Vol2-0000.pdf

Solicitation For Multiple Award Task Order Contracts for Construction Design Bid Build Rivers and Marine Activities within the Great Lakes and Ohio River Division Mission Boundaries.

NE CONSTRUCTION MATOC

Covington Emergency Levee Repair Covington, Kentucky

P2: 511693 Design-Build

Specifications - Vol. 2 Certified Final Design

05 February 2025

W912QR-50146144

MATOC

W912QR21D0056-21D0060, 21D0085-21D0086

All requirements of the base MATOC Volume 1 of 2 shall apply to this Task Order unless noted otherwise.

ARIMS: 1200 Disposition: Permanent

W912QR-50146144_Specs_Vol2-0000

P2 511693 – Covington Emergency Levee Repair Covington, Kentucky

00 10 00 Final

00 10 00

PRICE BREAKOUT SCHEDULE

11/24

PROJECT: Covington Emergency Levee Repair LOCATION: Covington, Kentucky

CLIN DESCRIPTION UNIT AMOUNT

BASE PROPOSAL

Design:

All work and labor required to design slope stabilization and outlet repair

JOB $______________

Construction:

0002 Remove Existing Outlet Pipes JOB $______________

New Outlet Pipe, Headwall w/flapgate, riprap

JOB $______________

New Wall System and Site Work

JOB $______________

The total is the sum of all CLINs. The total of all CLINs will be evaluated at the Lowest Price to the Government for contract award.

NOTES:

1. Failure of the offeror to propose prices for all items in the Proposal Schedule may be cause for rejection of the proposal as unacceptable.

2. Any reference to �bid�, bidder, or �bidding schedule� shall be construed to mean �offeror� and �proposal�.

P2 511693 – Covington Emergency Levee Repair Covington, Kentucky

00 10 00 Final

Description of Base Proposal Items

ITEM

NO. SUPPLIES/SERVICES

0001 Design Covington Emergency Levee Repair per Contract Drawings and Specifications. Base bid shall include, but is not limited to:

All design efforts required to complete design plans and specifications.

Survey of the existing site.

Any permitting that is required.

0002 Remove Existing Outlet Pipes

Covington Emergency Levee Repair per Contract Drawings and Specifications. Base bid shall include, but is not limited to:

All work and materials required for removing the existing 12� HDPE outlet pipe, the 30� CIP, and the 36� CMP.

0003 New Outlet Pipe

Covington Emergency Levee Repair per Contract Drawings and Specifications. Base bid shall include, but is not limited to:

All work and materials required to construct a new 30� Solid wall HDPE outlet pipe encased in 12� of CLSM. Construct a headwall with ductile iron flap gate. Install riprap erosion protection.

0004 New Wall System and Site Work

Covington Emergency Levee Repair per Contract Drawings and Specifications. Base bid shall include, but is not limited to:

Mobilization and demobilization and prepatory work.

All work and materials required to construct the wall system and complete site work as described in the design plans and specifications.

Gravel material to restore the gravel path disturbed during construction.

Erosion control measures must be utilized to prevent erosion outside of the contractor work limits.

Site restoration/seeding.

file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM]

"General Decision Number: KY20240073 11/08/2024

Superseded General Decision Number: KY20230073

State: Kentucky

Construction Type: Heavy

County: Kenton County in Kentucky.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM] wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2024 1 03/15/2024 2 05/31/2024 3 06/14/2024 4 07/05/2024 5 09/06/2024 6 11/08/2024

ASBE0008-007 03/01/2024

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 34.23 21.94

ELEC0369-008 05/29/2024

Rates Fringes

ELECTRICIAN......................$ 37.88 21.38

* ENGI0018-016 05/01/2024

Rates Fringes

POWER EQUIPMENT OPERATOR

(Backhoe/Excavator/Trackhoe).....$ 44.14 16.41

ENGI0181-016 07/01/2024

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.05 19.10

OPERATING ENGINEER CLASSIFICATIONS

GROUP 1 - Crane; Forklift

Operators on cranes with boom 150 feet and over, including jib, shall receive $0.75 above Group 1. All cranes with piling leads will receive $0.50 above Group 1 rate regardless of boom length. Combination rate shall mean $0.50 per hour above the basic hourly rate of pay.

file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM]

Employees assigned to work below ground level are to be paid 10% above basic wage rate. This does not apply to open cut work.

ENGI0181-019 06/10/2024

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.05 19.10

GROUP 2.....................$ 37.19 19.10

GROUP 3.....................$ 37.64 19.10

GROUP 4.....................$ 36.87 19.10

OPERATING ENGINEER CLASSIFICATIONS

GROUP 1 - Drill; Pumpcrete; Roller (Bituminous)

GROUP 2 - Bobcat/Skid Steer/Skid Loader; Concrete Pump;

Roller (Rock)

GROUP 3 - Articulating Truck Operator

GROUP 4 - Pump; Roller (Earth)

Operators on cranes with booms 150 feet and over (including jib) shall receive $1.00 above Group 1 rate; 250 feet and over including jib shall receive $1.50 above Class 1 rate.

Combination Rate: All crane operators operating cranes, where the length of the boom in combination with the length of the piling leads equal or exceeds 150 feet, shall receive $1.00 above the Group 1 rate.

Employees assigned to work below ground level are to be paid 10% above basic wage rate. This does not apply to open cut work.

IRON0044-005 06/01/2024

Rates Fringes

IRONWORKER (STRUCTURAL AND

REINFORCING).....................$ 35.37 23.00

IRON0070-011 06/01/2024

Rates Fringes

IRONWORKER, ORNAMENTAL...........$ 34.59 25.00

* LABO0189-016 07/01/2024

file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM]

Rates Fringes

LABORER

Concrete Worker & Grade Checker.....................$ 23.96 18.58 Tamper(Hand Held/Walk Behind).....................$ 24.21 18.58

LABO0265-005 05/01/2023

Rates Fringes

LABORER

Concrete Saw (Hand Held/Walk Behind) & Pipelayer...................$ 34.79 13.65 Flagger & Landscape.........$ 34.62 13.65

SUKY2011-029 06/25/2014

Rates Fringes

CARPENTER (Form Work Only).......$ 24.80 8.76

LABORER: Common or General......$ 25.27 8.34

LABORER: Concrete Finishing.....$ 25.75 8.60

OPERATOR: Bulldozer.............$ 28.04 13.00

OPERATOR: Loader................$ 29.37 10.13

OPERATOR: Mechanic..............$ 28.60 11.83

OPERATOR: Oiler.................$ 24.34 13.00

OPERATOR: Trencher..............$ 26.27 12.37

TRUCK DRIVER: Dump Truck........$ 19.00 4.78

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM] own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM] rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

State Adopted Rate Identifiers

Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination file:///O/...20RFP%20-%20WAGE%20RATES%20KY20240073%20dtd%2008%20NOV%202024%20Kenton%20County%20KY-HVY.txt[1/29/2025 1:56:44 PM]

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

511693 Covington Emergency Levee Repair 511693 Covington, KY

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 01/20 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 02 10.00 06 09/17 PROJECT DESCRIPTION AND DESIGN

REQUIREMENTS

01 03 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER

AWARD

01 42 00 05/24 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 57 19.00 06 04/20 TEMPORARY ENVIRONMENTAL CONTROLS AND

PERMITS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Certified Final

ATTACHMENTS

ATTACHMENT 1 - CONCEPT PLANS

ATTACHMENT 2 - AS-BUILTS

ATTACHMENT 3 - EXISTING SUBSURFACE DATA

Appendix A - Geotechnical History and Design Guidance Appendix B - Geotechnical Boring Information Appendix C - Geotechnical Cross-sections Appendix D - Selected USACE Geotechnical Documents Appendix E - Engineering Reports by Others Appendix F - 2015 and 2022 Repair Designs Appendix G - Inclinometer Data Appendix H - USACE Levee Safety Standard Operating Procedures

SECTION 00 80 50.00 06

SPECIAL PROVISIONS

01/20

PART 1 GENERAL

This section is a supplement to section 00 80 00.00 06 in the base contract. This document will provide additional information or revise base contract requirements for this task order only.

Attachments to this specification are as follows:

Project Submittal Register

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-15 (1989) Construction Time Extensions for Weather

1.2 SUBMITTALS

Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with LRL Section 01 33 00.00 06

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Labor, Equipment And Material Reports; G

Daily Equipment Report; G

SD-05 Design Data

Progress Photographs;G

SD-07 Certificates

DA Form 3337; G

SD-11 Closeout Submittals

Preliminary (Working) As-Built Drawings; G, DO

Final As-Built Drawings; G, DO

CAD Working As-Built Drawings; G, DO

Contour Map; G, DO

DOCUMENT 00 80 50.00 06 Page 1 Certified Final

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Refer to "LIQUIDATED DAMAGES" in Section 0750 for the amount of Liquidated Damages for the project.

(a) The time stated in Section 00 70 50 for commencement, prosecution, and completion of work shall include installation of Government-furnished furniture as well as as-built drawings, O&M manuals, operational tests/reports/training/instructions, equipment lists.

Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 0750 for a notification of significant contract dates.

1.3.1 Additional Requirements/Clarifications of Work Included Within the Contract

a. The time stated in FAR 52.211-10 "Commencement, Prosecution, Completion of Work" in Section 0750 for completion shall include as-built drawings, O&M manuals, operational tests/reports/training/instructions, equipment lists.

1.4 NOT USED

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the FAR 52.249-10 "Default (Fixed-Price Construction)". Guidance can also be found in ER 415-1-15, "Construction Time Extensions for Weather". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. Indicate the location of the National Weather Service office closest to the site. See: https://www.weather.gov/srh/nwsoffices The Contractor shall make his own investigations and determinations as to weather conditions at the site. Data may be obtained from various National Weather Service offices located generally at airports of principal cities, the nearest to this project being: Cincinnati Municipal Airport Lunken Field.

c. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

DOCUMENT 00 80 50.00 06 Page 2

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

9 6 6 6 6 5 4 3 4 4 4 5

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated listed above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the FAR 52.249-10 "Default (Fixed-Price Construction)".

1.6 NOT USED

1.7 GOVERNMENT FIELD OFFICE FACILITIES AND SERVICES

No Government Field Office will be required. Section 01 50 00 Paragraph 3.6 does not apply to this task order.

1.8 NOT USED

1.9 NOT USED

1.10 AS-BUILT DOCUMENTS FOR DESIGN BUILD PROJECTS

1.10.1 General

It is the scope of this section to provide guidance to the Contractor on preparing as-built drawings for design-build projects. An as-built drawing is a contract construction drawing revised to reflect the final as-built conditions of the project because of modifications, changes, corrections to the project design required during construction, submittals and extensions of design. The terms "drawings," "contract drawings," "drawing files," "working as-built drawings" and "final as-built drawings" refer to contract drawings that are revised to be used for the "RECORD DRAWING AS-BUILTS".

1.10.2 Withholding

Maintenance of working as-builts is considered part of the value of the facilities being constructed and will not be paid for as a separate line item. All costs in conjunction with periodic as-built maintenance and final preparation shall be considered a subsidiary obligation of the Contractor.

DOCUMENT 00 80 50.00 06 Page 3

1.10.3 Failure to Maintain

If the Contractor fails to maintain the working as-built drawings as specified herein, the Contracting Officer will deduct from the monthly progress payment an amount up to 10% or which, in the Contracting Officer's judgment, represents the estimated cost of bringing the as-built documents up to date. This monthly deduction will continue until an agreement can be reached between the Contracting Officer and the Contractor regarding the accuracy and completeness of working as-built documents. This includes conversion of submittals and other miscellaneous documents.

1.10.4 As-Builts Prepared by Contractor

The Contractor is required to prepare and provide new final as-built drawings utilizing Bentley Microstation suite software. If translation is required, the original design models (BIM or CAD) shall be updated to As-Built conditions and then appropriately translated. Updating translated drawings will not be accepted. The contractor shall update the CAD working as-built drawings, in accordance with paragraph "Maintenance of As-Built Drawings", on a quarterly basis and submit them for independent Government review. Both paper and electronic documents shall be available at all times and shall be provided promptly to the Contracting Officer's Representatives when requested. The Contractor shall be responsible for backup of electronic files during construction and for controlling release of information.

The Contractor shall include an activity in the cost-loaded schedule for the final As-Built drawing submittal in the amount defined in the following paragraph. See LRL Section 01 32 01.00 06, PROJECT SCHEDULE, paragraph "Basis for Payment and Cost Loading". This amount shall be withheld and not paid until the final As-Built drawing submittal has been accepted by the Government.

Withholding for the final as-built drawing submittal shall be in the amount of: 1% for contract awards less than $5,000,000; $50,000 for contracts awarded from $5,000,000 to $10,000,000; or $100,000 for contracts awarded greater than $10,000,000. Withholding shall be withheld until the final as-built drawing submittal has been approved and accepted by the Government.

1.10.5 Maintenance of As-Built Drawings

The Contractor shall revise two (2) sets of paper or one (1) set of electronic drawings by red-line process to show the as-built conditions during the prosecution of the project. These as-built marked drawings shall be kept current on a weekly basis and available on the jobsite at all times. Changes in the work from the contract or additional information which is uncovered in the course of construction shall be accurately and neatly recorded as they occur by means of details and notes. Changes must be reflected on all sheets that the change affects. The working as-built marked drawings will be jointly reviewed for accuracy and completeness by the Contracting Officer and the Contractor before submission of each monthly pay estimate. The working as-built drawings shall show the following information if applicable to the project, but not be limited thereto:

DOCUMENT 00 80 50.00 06 Page 4

a. The actual location, kinds and sizes of all sub-surface utility lines.

In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

b. Not Used

c. The correct, alignments, grade elevations, typical cross section, earthwork, structures, or utilities if any changes were made from contract plans.

d. Additional as-built information that exceeds the detail shown on the Contract Drawings. These as-built conditions include those that reflect structural details, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations and layouts, equipment, sizes, mechanical and electrical layouts and other extensions of design, that were not shown in the original contract documents because the exact details were not known until after the time of approved shop drawings. It is recognized that the shop drawing submittals (revised showing as-built conditions) will serve as the as-built record without actual incorporation into the contract drawings. The final as-built construction drawing shall reference the shop drawing file that includes the as-built information. In turn, the shop drawing shall reference the applicable construction as-built drawing. All such shop drawing submittals must include the paper copy and PDF of the drawings.

e. The invert elevations and grades of any drainage structures or ditches installed or affected as part of the project construction.

f. Changes or modifications which result from the final inspection.

g. Contour map of the final borrow pit or spoil area with spot elevations as necessary if: borrow material is from sources on Government property; Government property is used as a spoil area; or, if excavated soil materials are placed in approved locations other than a landfill.

h. Where contract drawings present options, only the option selected for construction shall be shown on the final as-built drawings.

i. Systems designed or enhanced by the Contractor, such as fire sprinklers, fire protection, fire detection and systems and other related systems included in this project, the as-built drawings will include detailed information for all aspects of the systems including wiring, piping, and equipment drawings.

j. Not Used

k. Contract modifications (change order price) shall include the Contractor's cost to change working and final as-built drawings to reflect modifications and compliance with the following procedures:

(1) Directions in the modification for posting descriptive changes shall be followed.

DOCUMENT 00 80 50.00 06 Page 5

(2) A Revision Triangle shall be placed at the location of each deletion.

(3) For new details or sections which are added to a drawing, a Revision Triangle shall be placed by the detail or section title.

(4) For minor changes, a Revision Triangle shall be placed by the area changed on the drawing (each location).

(5) For major changes to a drawing, a Revision Triangle shall be placed by the title of the affected plan, section, or detail at each location.

(6) For changes to schedules or drawings, a Revision Triangle shall be placed either by the schedule heading or by the change in the schedule.

1.10.6 Computer Aided Design and Drafting (CAD) Drawings

Only personnel proficient in the preparation of CAD drawings shall be employed to prepare and modify the construction drawings or prepare additional new drawings. Additions and corrections to the construction drawings shall be equal in quality to that of the originals. Line work, line weights, lettering, layering conventions, and symbols shall be the same as the original line work, line weights, lettering, layering conventions, and symbols. If additional drawings are required, they shall be prepared using the specified electronic file format. Three dimensional (3D) elements shall be placed in files in their proper locations when using 3D files with spatially correct elements. The title block and drawing border to be used for any new final as-built drawings shall be identical to that used on the contract drawings.

1) Additions and corrections to the contract drawings shall be accomplished using CAD media files supplied by the Designers of Record.

All work by the Contractor shall be done on files in the format in which they are provided. Translation of files to a different format, for the purpose of As-Built production, and then retranslating back to the format originally provided, will not be acceptable. These contract drawings will already be compatible with the Using Agency's system when received by the Contractor. The Using Agency uses Bentley OpenRoads Designer 2021. The media files will be supplied by the Contractor to the COR on Using Agency's specified media. The Contractor shall be responsible for providing all program files and hardware necessary to prepare final as-built drawings. The Contracting Officer will review final as-built drawings for accuracy and the Contractor shall make all required corrections, changes, additions, and deletions.

2) When final revisions have been completed, the cover sheet drawing shall show the wording "RECORD DRAWING AS-BUILT" followed by the name of the Contractor in letters at least 3/16 inch high. All other contract drawings shall be marked in the bottom right-hand corner of each drawing either "AS-BUILT" drawing denoting no revisions on the sheet, or "REVISED AS-BUILT" denoting one or more revisions. Original contract drawings shall be dated in the revision block.

DOCUMENT 00 80 50.00 06 Page 6

1.10.7 Preliminary (Working) As-Built Drawings Submittal

Six weeks before occupancy of this facility by the Government, the Contractor shall submit one set of the original working as-built drawings to the Contracting Officer for review and approval. These working as-built marked drawings shall be neat, legible and accurate. The review by Government personnel will be expedited to the maximum extent possible. If upon review, the working as-built drawings are found to contain errors and/or omissions, they will be returned to the Contractor for corrections.

The Contractor shall complete the corrections and return the working as-built marked drawings to the Contracting Officer within 10 calendar days.

1.10.8 Final As-Built Drawings

The contract drawings shall be modified as may be necessary to correctly show the features of the project as it has been constructed by bringing the contract drawings into agreement with approved working as-built drawings, adding such additional drawings as may be necessary. These final as-built drawings are part of the permanent records of the project and the Contractor shall be responsible for the protection and safety thereof until returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced by the Contractor at no expense to the Government.

When electronic CAD files are a part of the as-built process, a set of files shall be provided to the government as a part of the Final As-Built submittal for a review to verify the correctness of the as-built markups and that all changes have been incorporated into the electronic files.

Should errors be determined, the contractor shall update the files and provide a corrected set of files within 14 calendar days of receipt of comments. An independent Government review will be made on the accepted files to determine compliance with the As-Built requirements of this section, National CAD Standards, and the AEC CAD Standards; and to verify graphic changes were done properly in preparing the electronic files. This review will require submission of electronic files, containing all the files needed to reproduce the contract drawings, a full size set of contract drawings in PDF format, all shop drawings in PDF format, a scanned copy of the paper markups and the paper markups. Upon receipt of any comments from this independent review, the contractor shall update the electronic files and provide a corrected set of files within 14 calendar days of receipt of the comments.

In the event the Contractor accomplishes additional work which changes the as-built conditions of the facility, after submission and approval of the working as-built drawings, the Contractor shall be responsible for the addition of these changes to the working as-built drawings and also to the final as-built documents and electronic models.

1.10.9 Title Blocks

Title Blocks shall be clearly marked to indicate final as-built drawings.

1.10.10 Other As-Built Documents

All other documents such as design analysis, catalog cuts or certification

DOCUMENT 00 80 50.00 06 Page 7 documents that are not available in native electronic format shall be scanned and provided in an organized manner in PDF file format that is compatible with Bluebeam Revu software.

1.11 NOT USED

1.12 NOT USED

1.13 NOT USED

1.14 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

In connection with the services covered by this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified and agreed to during negotiations. The Contractor shall obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants.

1.15 NOT USED

1.16 NOT USED

1.17 NOT USED

1.18 NOT USED

1.19 NOT USED

1.20 NOT USED

1.21 NOT USED

1.22 NOT USED

1.23 NOT USED

1.23.1 NOT USED

1.24 NOT USED

1.25 NOT USED

1.26 AVAILABILITY OF UTILITIES

1.26.1 Availability and Use of Utility Services

The Government will not furnish any utilities or sanitary facilities to the contractor for their use even if available at the work site. The contractor is responsible for procuring and/or providing these items themselves or obtaining them from a private entity (utility company)

1.27 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive

DOCUMENT 00 80 50.00 06 Page 8 building team. It is anticipated that this partnership would involve Project Delivery Team members from the Corps of Engineers, Program Sponsor, facility user representatives, the Contractor, primary subcontractors, and the designers. The partnership will draw upon the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, stays within budget and on schedule.

The Government encourages partnering to be initiated near the beginning of the Contract and endure through the life of the Contract.

1.27.1 Formal Partnering

A partnering workshop shall be held within 30 calendar days of NTP. The Initial Partnering Session shall be scheduled for a minimum one day duration. The partnering session may take place concurrently with the Pre-Construction Meeting. The workshop shall be led by an independent facilitator experienced in conducting Partnering Workshops. The facilitator shall be selected as mutually agreed upon by both the Government and the Contractor, from a list of facilitators constituted of those that may be suggested by either the Contractor or the Government.

The Facilitator shall be responsible for the development of the workshop agenda and for leading the team in a timely manner to make sure that issues are identified and resolved.

The Contractor and Government will bear their own respective labor and travel expenses. The partnering session venue will be provided by the Government, preferably at a place off the construction site to avoid disturbances. The Government will pay for costs to provide the venue, and the Contractor shall pay the costs of the independent facilitator, including fees and incidental costs such as those incurred by the facilitator for travel, handout reproduction, audio-visual equipment, highlighters, pads and other items customarily provided by, or necessary for the facilitator's use.

1.27.2 Partnering Participants

Participants shall include the Corps of Engineers, Contractor personnel, and personnel of primary subcontractors. Additionally, the following shall be invited to attend: the customer/end user, andthe designers, and other stakeholders deemed appropriate by the Contracting Officer. Consideration should be given to inviting utility companies and permit agencies where long lead times and/or extensive work or relocations affect the Contractor's performance of the work.

1.27.3 Follow-On Partnering Sessions

The Government encourages partnering to be initiated near the beginning of the Contract and endure through the life of the contract. Follow-on Partnering Sessions should be scheduled to be for approximately four hours in duration and on a frequency of approximately three to six month intervals, as dictated by the needs of the Project. Follow-on meetings may be held at a location off-site, at the project site, or in a Government Facility and may be scheduled for convenience, concurrent with other scheduled meetings. Attendees need only be those required to resolve current issues.

If mutually determined necessary by the Contractor and Government because of project concerns, the partnership may consider holding an additional formal partnering session. Scope and scheduling for an additional formal partnering session shall be agreed to by both the Contractor and the

DOCUMENT 00 80 50.00 06 Page 9

Government. The workshop shall be led by an independent facilitator experienced in conducting Partnering Workshops. The facilitator shall be selected as mutually agreed upon by both the Government and the Contractor. However, if a formal partnering session was already conducted, consideration should be given to utilizing the same Facilitator from the Initial Partnering session to achieve best results and for continuity.

The Contractor and Government will bear their own respective labor and travel expenses for an additional formal partnering session. The partnering session venue will be provided by the Government, preferably at a place off the construction site to avoid disturbances. The Government will pay for costs to provide the venue, and the Contractor shall pay the costs of the independent facilitator, including fees and incidental costs such as those incurred by the facilitator for travel, handout reproduction, audio-visual equipment, highlighters, pads and other items customarily provided by, or necessary for the facilitator's use.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 AT/OPSEC

1)The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts.

The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures—this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, DOCUMENT 00 80 50.00 06 Page 10 including any site-specific requirements identified in local policies or procedures.

2)All contract personnel shall receive initial and annual refresher training from the RA representative on the local suspicious activity reporting program. This locally developed training provides contract personnel with general information on suspicious behavior, and guidance on reporting suspicious activity to the project manager, security representative or law enforcement entity.

3)Contractors shall comply with the requirements set forth in FAR clause 52.222-54 Employment Eligibility Verification and FAR Subpart 22.18 in using the E-Verify Program at (https://www.e-verify.gov/) (website subject to change) to meet the contract employment eligibility requirements.

Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). An initial list of verified/eligible candidates shall be provided to the COR no later than three 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, and submit it to the Contracting Officer to become part of the official contract file.

4.2 CONTRACTOR MANPOWER DATA REPORTING (CMRA)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Army - USACE via a secure data collection site.

The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2015. Contractors may direct questions to the help desk at help desk at: http://www.ecmra.mil/

4.3 Veterans Employment Emphasis for U.S. Army Corps of Engineers

In addition to complying with the requirements outlined in Sections 00 70 00 and 00 70 50 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

U.S. Department of Labor Veterans employment and Training Services (VETS):

dol.gov/agencies/vets

Federal veteran employment information: www.fedshirevets.gov/index.aspx

DOCUMENT 00 80 50.00 06 Page 11

Veterans’ Employment and Training Service (VETS): http://www.dol.gov/vets/

Veterans Opportunity to Work (VOW) Program: http://benefits.va.gov/vow/

U.S. Army Warrior Transition Command Employment Index:

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

Hiring Our Heroes initiative: www.uschamberfoundation.org/hiring-our-heroes

-- End of Section --

DOCUMENT 00 80 50.00 06 Page 12

Introduction: Construction Project Signs EP 310-1-6a VOL 1 01 Jun 06 AR 601-208 16 July 2013

16-1

The use of signs to identify Corps managed or supervised design, construc-tion, and rehabilitation projects - both for military and civil works - is an important part of efforts to keep the public informed of Corps work. For this purpose, a construction project sign package has been adopted. This package consists of two signs: one for project identification and the other to show on-the-job safety performance of the contractor.

These two signs are to be displayed side by side and mounted for reading by passing viewers. Exact placement location will be designated by the contracting officer’s representative.

The panel sizes and graphic formats have been standardized for visual consistency throughout all Corps operations.

Panels are fabricated using HDO plywood or aluminum with dimensional lumber uprights and bracing. The sign faces are nonreflective vinyl.

All legends are to be die-cut or computer-cut in the sizes and typefaces specified and applied to the white panel back-ground following the graphic formats shown on pages 16-2 thru 16-4. The Communication Red panel on the left side of the construction project sign with Corps Signature (reverse version) is screen-printed onto the white back-ground.

Displays of the signs are shown on the following pages. Mounting and fabrication details are provided on page 16-5.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

SIGNAGE FOR

BIPARTISAN

INFRASTRUCTURE

LAW (BIL) HAS

BEEN INCLUDED IN

THIS REVISION

DATED 20

JANUARY 2023

See Attachment C

Construction Project Identification Sign

16-2

EP 310-1-6a VOL 1 01 Jun 06

AR 601-208 16 JULY 2013

with the full Corps Signature (reverse version) is to be screen-printed Commu-nication Red on the white background The designation of a sponsor in the area indicated is optional with Military or Civil Works construction signs. Signs may list one sponsoring entity. If agreement on a sponsor designation cannot be achieved, the area should be left blank.

This sign is to be placed with the Safety Performance sign shown on the following page. Mounting and fabrication details are provided on page 16-4.

Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.

Following are two samples of the Construction Project Identification sign showing how this panel is adaptable for use to identify either Civil or Military works projects. The graphic format for this 4’x 6' sign panel follows the legend guidelines and layout as specified below. The large 4’x 4' section of the panel on the right is to be white with black legend.