W912QR-42254460_CorrFinal_Specs-0000.pdf

Solicitation For Multiple Award Task Order Contracts for the U.S. Army Reserves, U.S. Air Force Reserves, U.S. Air Force and U.S.

Army programs in the Northeast Region.

Patoka Articulated Block Gutter Replacement, Patoka Lake IN

P2: 514528

Design-Bid-Build Specifications - Vol. 2 Corrected Final Design 04 September 2024

W912QR-42254460

MATOC

W912QR21D0056 thru 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-42254460_CorrFinal_Specs-0000

REPLY T 0

ATTENTION OF

Contracting Division

A&H Ambica JV, LLC Butt Construction Company, Inc.

Howard W. Pence, Inc.

KUNJ Construction Corp.

DEPARTMENT OF THE ARMY

LOUISVILLE DISTRICT, CORPS OF ENGINEERS

P.O. BOX59

LOUISVILLE, KENTUCKY 40201-0059

SES Construction and Fuel Services, LLC

FUTRON, INC

HDD JV

Dear MA TOC Contractors:

04 September 2024

Reference is made to your Indefinite Delivery Contracts, Numbers W912QR21D0056 through W912QR21D0060 and W912QR21D0085 and W912QR21D0086, to support the military construction (MILCON) and operations and maintenance (O&M) funded construction requirements for the U.S. Army Reserves, U.S. Air Force Reserves, U.S.

Air Force and U.S. Army programs in the Northeast Region.

We request you submit a price proposal for the Patoka Lake Articulated Block Gutter Replacement in accordance with the enclosed Scope of Work (SOW).

The cost range is Between $500,000 and $1,000,000 per FAR 36.204 Disclosure of the magnitude of construction projects.

Please note, as stated in the Base Contract, the following clauses have been updated to reflect the specific Task Order requirements:

• 52.211-10 Commencement, Prosecution, and Completion of Work.

• 52.211-12 Liquidated Damages-Construction.

• 52.211-13 Time Extensions.

• 252.236-7001 Contract Drawings and Specifications.

• 52.236-1 Performance of Work by the Contractor

• 52.236-27 Site visit.

The basis for award of this task order is lowest evaluated price (Base+ All Options). Please complete the price breakout schedule and include a labor category table demonstrating the use of the binding rates included in your MA TOC contract. The submitted price breakdown should include sufficient detail to allow the Government to verify that your proposed price incorporates the binding rates from your base contract. Any level of effort shown in the submitted information will not be used for evaluation purposes and will be used only to ensure that the proposal is in compliance with the binding rates from the base contract.

Offerors shall allow for Government acceptance of proposals for 60 calendar days from the date proposals are due.

Any proposal that does not allow acceptance for 60 days will not be considered and will be rejected.

Proposals are due no later than 2:00 PM Eastern time on 18 September 2024. Submit your proposal by following the PIEE instructions below. Proposals not received by the stated date/time and method will not be considered. Please acknowledge receipt of this RFP by signing below in the space provided and return along with your quote.

All questions regarding this Request for Proposal (RFP) must be submitted via ProjNet. The website to access this system is www.projnet.org and the bidder inquiry key for this specific project is: ( AJSM33-P379IK ).

514528 Patoka Articulated Block Gutter Replacement Patoka Lake Dam, Indiana

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 50.00 06 01/20 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 20 00.00 06 SUMMARY OF WORK

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.15 10 11/16, CHG 2: 08/19 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

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00.00 06 05/24 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 08/17, CHG 1: 08/21 SEEDING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19.20 01/08 ARTICULATED CONCRETE VEGETATED

MATTRESS REVETMENTS (ACVM)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Corrected Final

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 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 Fingerprints Of All Persons Employed Or To Be Employed Daily Equipment Report ; G Storm Water Pollution Prevention Plan (SWPPP) ; G, RO

(Refer to Par. 1.7 and Section 01 57 19.00 06 TEMPORARY

ENVIRONMENTAL CONTROLS AND PERMITS)

SD-02 Shop Drawings

SD-04 Samples

Equipment Warranty Identification Tags ; G

SD-05 Design Data

Equipment-In-Place List Maintenance And Parts Data Progress Photographs

SD-07 Certificates

DA Form 3337 ; G

SD-11 Closeout Submittals

Preliminary (Working) As-Built Drawings ; G, RO Final As-Built Drawings ; G, RO CAD Working As-Built Drawings ; G, RO Contour Map ; G, RO

DOCUMENT 00 80 50.00 06 Page 1

1.2 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.

1.2.1 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.

1.3 NOT USED

1.4 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: Crane, Indiana .

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

DOCUMENT 00 80 50.00 06 Page 2 activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

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

10 8 6 6 6 6 6 4 4 4 5 6

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)".

1.5 WAGE RATES

The decision of the Secretary of Labor, covering rates of wages, including fringe benefits to be paid laborers and mechanics performing work under this contract, is attached to this solicitation. The payment for all classes of laborers and mechanics actually employed to perform work under the contract will be specified in the following contract provisions: FAR 52.222-4 "Contract Work Hours and Safety Standards -- Overtime Compensation"; FAR 52.222-6 "Construction Wage Rate Requirements"; and, FAR 52.222-10 "Compliance with Copeland Act Requirements".

Wage decision included is: IN20240006 Heavy and Highway

The work to be performed is located in the State of Indiana , Dubois County.

1.6 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.

1.7 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

In accordance with the National Pollutant Discharge Elimination System (NPDES) Permit, a Storm Water Pollution Prevention Plan (SWPPP) is required for any project where 1 acre or more of earth is disturbed. This plan shall be developed by the Contractor as a pre-construction activity and must meet the erosion and sediment control requirements for the State where work is being performed. The plan must identify the controls that will be used and include design, inspection, and maintenance information.

A site plan with the existing and proposed grading shall be included, DOCUMENT 00 80 50.00 06 Page 3 showing the controls being utilized. The permanent stabilization practices (permanent seeding, mulching, sodding, plants, erosion control blanket, riprap, etc.) should be shown on the final grading plan, with temporary controls (temporary gravel construction entrance/exit, silt fences, straw bales, temporary diversions, sediment basins or traps, etc.) shown on the existing grading plan. Use of straw bales alone is not considered an effective method of sediment control. Prior to the start of construction, the Contractor shall submit the SWPPP to the Contracting Officer for review and acceptance. The SWPPP must address compliance with all State laws regarding historic preservation and endangered species with State Letters attached. Once the SWPPP is accepted by the Contracting Officer, the NOI will be prepared by the Contractor , utilizing information contained in the approved SWPPP. A Notice of Intent (NOI) will be submitted to the State by the Contractor. Commencement/start of construction (ground disturbing activity) by the Contractor shall not begin prior to the NPDES permit and letter for compliance being received. A copy of both the SWPPP, NPDES Permit , and NOI must be kept at the construction site.

Note, the SWPPP is a part of the total Pollution Prevention Plan that the Contractor is responsible for preparing in accordance with Specification Section 01 57 19.00 06 and Specification Section 01 20 00.00 06. The Contractor must submit a Notice of Termination (NOT) to the State after major construction activities are complated and final stabilization .

Any changes made to the plan must be documented and approved by the Contracting Officer. The Contractor will be responsible for paying all permits and fees related to the NPDES permit unless otherwise stated in the Task Order SCOPE OF WORK.

1.8 NOT USED

1.9 AS-BUILT DOCUMENTS FOR DESIGN BID BUILD PROJECTS

1.9.1 General

This section covers the completion of final as-built drawings , as a requirement of the contract. The Contractor is responsible for maintaining paper copy working as-built drawings during the construction phase. These paper copy drawings will be used by the Contractor to prepare, maintain and submit the final as-built drawings .

1.9.1.1 As-Built Drawings

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".

1.9.1.2 Government-Furnished Files

a. The Contractor will be provided electronic files at the beginning of construction for use during the construction phase which are to be maintained during construction for the preparation of as-builts. The Contractor shall be responsible to print two full size paper copies. The Contractor shall enter changes and corrections on two sets of paper full size construction plans on a weekly basis in accordance with Paragraph "Maintenance of Working As-Built Drawings" in this section.

DOCUMENT 00 80 50.00 06 Page 4

b. The Contractor is required to prepare final as-built drawings utilizing the native files provided by the Government. 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 Working 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.

1.9.2 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.

1.9.2.1 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.

1.9.2.2 As-Builts Prepared by Contractor

The Contractor is required to prepare and provide final as-built drawings. 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, para "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.

1.9.3 Maintenance of Working As-Built Drawings

The Contractor shall revise two (2) sets of paper drawings by red-line process to show the as-built conditions during the prosecution of the

DOCUMENT 00 80 50.00 06 Page 5 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:

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. The location and dimensions of any changes within the building structure.

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 room 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 HVAC controls, DOCUMENT 00 80 50.00 06 Page 6 fire alarms, fire sprinklers, fire protection, fire detection and irrigation systems and other related systems in this project, shall be incorporated into the as-built drawings to include detailed information for all aspects of the systems including wiring, piping, and equipment drawings.

j. Room numbers shown on the contract drawings are selected for design convenience and may not represent the actual numbers intended for use by the end user. Final as-built drawings shall reflect actual room numbers adopted by the end user.

k. Contract modification (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 (See "Markings and Indicators"):

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

(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.

1.9.4 Preliminary (Working) As-Built Drawings Submittal

Six (6) weeks before Contract Completion Date, the Contractor shall submit one (1) set of the original paper 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 14 calendar days. Upon approval, the working as-built drawings will be returned to the Contractor for use in preparation of final as-built drawings.

1.9.5 Preparation of 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

DOCUMENT 00 80 50.00 06 Page 7 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, by the Louisville district As-Built Coordinator (CELRL-CDM-Q), 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 set 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.

1.9.6 Markings and Indicators

Changes shall be annotated in accordance with ERDC/ITL TR-12-1 "A/E/C Graphics Standard_Release 2.0" at the following locations:

a. Bottom of the revised detail.

b. Right hand and bottom border aligned with the revised detail.

c. The revision block of the title block.

Separate markings shall be made for each modification negotiated into the contract.

1.9.7 Preparation of Other As-Built Documents

All other non-electronic documents which may include, for example, design analysis, catalog cuts, or certification documents that are not available in native electronic format shall be scanned and provided in an organized manner in Adobe PDF format.

1.9.8 Submittal of Final As-Built Documents

Within 14 calendar days of Final Acceptance meeting of the project, Final As-Built documents shall be provided to the Contracting Officer in the formats described in paragraph "Electronic File Use". The final as-built document submittal shall also include the approved preliminary paper working as-built drawings.

DOCUMENT 00 80 50.00 06 Page 8

1.9.9 Partial Occupancy

For projects where portions of construction are to be occupied or activated before overall project completion, including portions of utility systems, as-built drawings for those portions of the facility being occupied or activated shall be supplied at the time the facility is occupied or activated. This same as-built information previously furnished must also be shown on the final set of as-built drawings at project completion.

1.9.10 Electronic File Use

Only personnel proficient in the preparation of CAD drawings shall be employed to modify the electronic contract drawings or prepare additional new electronic drawings. Additions and corrections to the contract 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 applying the same guidance specified for original drawings. Three dimensional (3D) elements shall be placed in files in their proper locations when using 3D files with spatially correct elements. If the Designer of Record used a different software than that requested by the Using Agency, the Designer of Record's files will be used for as-built purposes and then translated and/or exported, by the Contractor, to the Using Agency's system. 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.

Additions and corrections to the contract drawings shall be accomplished using CAD media files supplied by the Government. 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. The original electronic files provided by the Government will be provided in the format compatible with the Using Agency. The Using Agency uses Bentley Systems MicroStation Version CONNECT Edition CAD software system. 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.

a. 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 5 mm 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. As-Built drawings shall be dated with the Contract Completion Date in the revision block.

b. After receipt by the Contractor of the approved working as-built drawings and the original contract drawings files the Contractor shall, within 30 calendar days, make the final as-built submittal.

This submittal shall consist of 2 sets of completed final as-built drawings on separate media consisting of both CAD files (compatible with the Using Agency's system on electronic storage media identical

DOCUMENT 00 80 50.00 06 Page 9 to that supplied by the Government) and a full size set in PDF format and the return of the approved marked up working as-built drawings.

They shall be complete in all details and identical in form and function to the contract drawing files supplied by the Government. Any translations or adjustments necessary to accomplish this are the responsibility of the Contractor. The Government reserves the right to reject any drawing files it deems incompatible with its CAD system.

All paper drawings, drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final as-built drawing files and marked drawings as specified shall be cause for withholding any payment due the Contractor under this contract. Approval and acceptance of final as-built drawings shall be accomplished before final payment is made to the Contractor.

1.10 NOT USED

1.11 NOT USED

1.12 NOT USED

1.13 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.

1.14 NOT USED

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 NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION

1.22.1 Construction Phase

Before final payment to the contractor, the contractor's project engineer/manager will sign and submit to the government, on the contracting firm's letterhead, a dated copy of the following statement:

I hereby certify that to the best of my knowledge no asbestos-containing material (ACM) was used as a building material during this project.

DOCUMENT 00 80 50.00 06 Page 10

I understand that the building owner presumes that all materials marked "May Contain mineral fibers" are considered asbestos unless I either:

(1) Have on file and have submitted to the Government the manufacturer's certification that the material does not contain asbestos, or

(2) Have supplied to the Government documentation to show that the material has been microscopically examined by an AIHA- or NVLAP-certified laboratory and the lab has determine that it that it does not contain asbestos."

1.23 NOT USED

1.24 NOT USED

1.25 AVAILABILITY OF UTILITIES

1.25.1 Availability and Use of Utility Services

See “Government Furnished Utilities” in Section 00 70 50 for availability of utilities.

1.26 NOT USED

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PART 4 EXEMPTIONS AND CLARIFICATIONS

4.1 AT/OPSEC

1)All contractor employees, to include subcontractor employees, shall complete AT Level 1 awareness training within 7 calendar days after commencing work on the site. The contractor shall submit a roster for each affected contractor employee and subcontractor employee to the COR or to the Contracting Officer within 7 calendar days after completion of training by all employees and subcontractor personnel. AT Level 1 awareness training is available at the following website:

https://atlevel1.dtic.mil/at

2) All contractor employees, to include subcontractor 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 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 as directed by DOD, HQDA and/or local policy.

Should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor

DOCUMENT 00 80 50.00 06 Page 11 security matters or processes.

3) Per AR 530-1, Operations Security, all contractor employees and associated subcontractor employees must complete Level 1 OPSEC Training within 30 calendar days of commencing work. Additionally, all contractor employees and associated subcontractor employees must complete annual OPSEC awareness training.

4) Refer to Employment Eligibility Verification in Section 00 70 00 for e-Verify requirements.

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

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

4.4 Section 01 04 00.00 48 THE DESIGN BUILD PROCESS

Does not apply. This project is design-bid-build.

DOCUMENT 00 80 50.00 06 Page 12

4.5 Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

Does not apply. This project is design-bid-build.

-- End of Section --

SUBMITTAL REGISTER ATTACHED

DOCUMENT 00 80 50.00 06 Page 13

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00 80 00.00 06 SD-01 Preconstruction Submittals Labor, Equipment and Material Report 1.28 G, RO Daily Equipment Report 1.28 G, RO Fingerprints 1.14 G, RO Radioactive Material/Equipent 1.37 G, RO

SD-02 Shop Drawings Mechanical/Electrical Room Layout 1.41 G, RO

SD-04 Samples Equipment Warranty Identification Tags 1.16 G, RO

SD-05 Design Data SF1413 Statement and 1.12 G, RO Local Agency Check 1.14 Purchase Orders 1.22 Progress Photographs 1.45 G

SD-07 Certificates Warranty of Construction 1.16 G No Asbestos Containing Material (ACM) Certification 1.15 G Insurance 1.32 G Sales and Use Tax 1.3 G

SD-11 Closeout Submittals Warranty Management Plan 1.16 G Waste Test Results G

00 80 50.00 06 SD-02 Shop Drawings Mechanical/Electrical Room Layout

1.29 G

SD-11 Closeout Submittals Preliminary (Working) As-Built Drawings 1.[7][8].4 G Final As-Built Drawings 1.[7][8].1 G CAD Working As-Built Drawings

1.[7][8].1.2 G

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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Contour Map 1.[7][8].3 G 01 20 00.00 06 SD-01 Preconstruction Submittals

Salvage Plan 1.7 G 01 20 00.00 06 SD-01 Preconstruction Submittals

Utility Outage Requests 1.5 G 01 32 01.00 06 SD-01 Preconstruction Submittals

Preliminary Project Schedule 3.4.1 G Project Schedule 3.4.1 G

SD-05 Design Data Narrative Report 3.5.2 Schedule Report 3.5.4 Periodic Schedule Updates 3.4.4 G

01 33 00.00 06 SD-01 Preconstruction Submittals Submittal Register 3.1 G,RO

01 33 16.00 06 SD-01 Preconstruction Submittals Advanced Modeling Project Execution Plan (PxP) 1.7.2 C Design Quality Control Plan (DQCP) 1.5.1 G Initial Design Conference 1.5.2.2 Pre-Construction Conference 1.5.2.5 DCM Procedures 3.5.1 G Submittal Register 3.8.4 G

SD-05 Design Data Design and Code Checklists 1.7.1 C Sustainable Design C Interim Design Submittals 3.2.1 R Building Renderings 3.6 Interior and Exterior Building Finishes Scheme 3.6.5.1.1 G Furniture, Fixtures and Equipment 3.6.5.2.3 G

Conference Documentation 3.7.3 Final Design Submittals 3.8 R

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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Design Complete Documents 3.9 C 01 33 16.00 06 SD-11 Closeout Submittals

DD Form 1354 3.8.6 A 01 35 26.00 06 SD-01 Preconstruction Submittals

Accident Prevention Plan 1.7 G, RO Fatigue Management Plan 1.7 Bloodborne Pathogen Plan 1.7 Exposure Control Plan 1.7 Automatic External Defibrillator (AED) Program 1.7 Site Layout Plan 1.7 Access/Haul Road Plan 1.7 Hearing Conservation Program 1.7 Respiratory Protection Plan 1.7 Health Hazard Control Program 1.7 Hazard Communication Program 1.7 Process Safety Management Plan 1.7 Lead Compliance Plan & 1.7 Asbestos Abatement Plan & 1.7 Radiation Safety Program 1.7 Abrasive Blasting Plan 1.7 Heat Stress Monitoring Plan 1.7 Cold Stress Monitoring Plan 1.7 Indoor Air Quality Management Plan 1.7 Mold Remediation Plan 1.7 Chromium (VI) Exposure Evaluation 1.7 Crystalline Silica Assessment 1.7 Lighting Plan for Night Operations 1.7 Traffic Control Plan 1.7 Fire Prevention Plan 1.7 Wild Land Fire Management Plan 1.7

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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Arc Flash Hazard Analysis 1.7

01 35 26.00 06 Assured Equipment Grounding Control Program (AEGCP) 1.7 Hazardous Energy Control Plan 1.7 Standard Pre-Lift Plan (LHE) 1.7 Critical Lift Plan (LHE) 1.7 Navigational Architectural Analysis - LHE (Floating) 1.7 Floating Plant Inspection and 1.7 Severe Weather Plan for Marine 1.7 Emergency Plan for Marine Activities 1.7 Man Overboard/Abandon Ship 1.7 Float Plan for Launces, Motorboats, 1.7 Fall Protection and Prevention Plan 1.7 Demolition/Renovation Plan 1.7 Rope Access Work Plan 1.7 Excavation/Trenching Plan 1.7 Fire Prevention & Protection Plan for Underground Construction 1.7 Compressed Air Plan for Underground Construction

1.7

Erection & Removal Plan for Formwork & Shoring

1.7

Precast Concrete Plan 1.7 Lift-Slab Plans 1.7 Masonry Bracing Plan 1.7 Steel Erection Plan 1.7 Explosives Safety Plan (ESSP) 1.7 Blasting Plan 1.7 Dive Operations Plan 1.7 Safe Practices Manual for Diving 1.7 Emergency Management Plan for 1.7

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

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Tree Felling/Maintenance Program 1.7

01 35 26.00 06 Aircraft/Airfield Construction Safety & Phasing Plan (CSPP)

1.7

Aircraft/Airfield Safety Plan Compliance Document (SPCD)

1.7

Site Safety and Health Plan (HTRW) 1.7 Confined Space Entry Procedures 1.7 Confined Space Program 1.7

Activity Hazard Analysis 1.8 G, RO Site Safety Health Officer Qualifications 1.5.1.1 G, RO Certified Safety Professional/Certified Industrial Hygenist Qualifications 1.3 G, RO Proof of Qualification for Crane 1.12.7 G, RO Critical Lift Plan 1.12.7 G, RO

SD-06 Test Reports Reports 1.12 Accident Reports 1.12.1 Monthly Exposure Reports 1.12.3 Crane Reports 1.12.5 Regulatory Citations and Violations 1.12.4

SD-07 Certificates Confined Space Entry Permit 1.12.8 Hot Work Permit 1.13 Crane Certificate of Compliance 1.12.6

01 45 04.10 06 SD-01 Preconstruction Submittals Design Quality Control Plan (DQCP) 3.2 G Construction Quality Control Plan 3.3 G, RO

01 50 00 SD-01 Preconstruction Submittals Construction Site Plan 1.3 G Traffic Control Plan 3.4.1 G Haul Road Plan 2.2.1 G

SD-06 Test Reports

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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Backflow Preventer Tests 2.5 01 50 00 SD-07 Certificates

Backflow Tester 1.4.1 Backflow Preventers 1.4

01 78 23 SD-10 Operation and Maintenance Data O&M Database 1.3 G Training Plan 3.1.1 G Training Outline 3.1.3 G Training Content 3.1.2 G

SD-11 Closeout Submittals Training Video Recording 3.1.4 G Validation of Training Completion 3.1.6 G

02 41 00 SD-11 Closeout Submittals Receipts

31 00 00.00 06 SD-01 Preconstruction Submittals Excavation and Trenching Plan 3.1.3 G RO Disposition of Surplus Materials 3.10 G RO Preconstruction Meeting 1.6.4 G Dewatering Work Plan 1.6.1 G RO

SD-06 Test Reports Material Test Report 3.11 G RO Pipe Inspection Report 3.6.1.8 G RO Geotechnical Evaluation Report 1.6.1 G RO Fill Placement Report 1.6.1 G RO

32 92 19 SD-03 Product Data Wood Cellulose Fiber Mulch 2.4.2 Fertilizer 2.3 Seed Mix 2.1

SD-06 Test Reports Topsoil Composition Tests 2.2.3

SD-07 Certificates

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

Patoka Articulated Block Gutter Replacement, Patoka Lake Indiana

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

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Seed 2.1 SD-08 Manufacturer’s Instructions

Erosion Control Materials 2.6 35 31 19.20 SD-02 Shop Drawings

ACVM Installation 3.2 G Concrete Joints 3.4

SD-03 Product Data Underlayment 2.3 G Anchors 3.3 G

Articulated Concrete Vegetated 2.1 G Mattress

SD-04 Samples Articulated Concrete Vegetated 2.1

Mattress SD-06 Test Reports

Flume Test 2.1.1.1 Aggregates 2.4.3

SD-07 Certificates Supplementary Cementitious 2.4.2 Materials Cement 2.4.1

SECTION 01 20 00.00 06

SUMMARY OF WORK

PART 1 GENERAL

This section supplements section 01 11 00 in the base contract. Unless specifically noted otherwise in this Specification Section or in the base MATOC contract Volume 1 of 2 itself, all requirements of the base MATOC contract Volume 1 of 2 shall apply to this Task Order.

Provide all labor, equipment, supplies, consultant services, site investigations, surveys, analysis, sampling, testing, and verification of existing field conditions as necessary to complete construction of this project.

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of removal of the existing left and right abutment concrete gutters (ditches), and construction of a new flexible articulated concrete block mattress along the existing ditch horizontal and vertical alignments.

1.1.2 Location

The work is located at the Patoka Lake Dam, South Dubois, Indiana , as indicated on the contract drawings . The exact location will be shown by the Contracting Officer.

1.1.3 Site Visit

The Summary of Work only contains approximate measurements for reference.

Each offeror should visit the job site and assume the responsibility for quantites, materials, critical dimensions, and work conditions used to calculate a quote. A visit will be held on Wednesday, 21 August 2024 @9:30 AM EST. The site visit will start from the USACE Patoka Project Office.

Those attending the site visit shall advise the Site Point of Contact (POC) ahead if time. The Site POC's contact information is as follows:

Steven Rector 4512 N. Cuzco Road South Dubois, IN 47527-9661 Office: (812)678-3761 or 3762 Fax: (812)678-3761

Alternate:

Thomas Dekemper Maintenance Office: (812)678-3761 or 3762 Fax: (812)678-376

1.2 OCCUPANCY OF PREMISES

Government buildings and public areas will remain operational during

SECTION 01 20 00.00 06 Page 1 performance of work under this contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, and space for storage of materials and equipment .

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging clearances prior to start of excavation. Coordinate with Patoka Lake Management and the COR for locating and marking underground utilities. Contact Indiana811 and local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday.

Verify existing utility locations indicated or not indicated on the contract drawings, within areas of work.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 BID OPTIONS

None

1.6 ATTACHMENTS

a. ATTACHMENT 1: DESIGN DRAWINGS

Design-Bid-Build: In addition to Section 01 20 00.00 06, Section 00 80

50.00 06 and the Base MATOC Contract Volume 1 of 2, the Information provided in the Attachments contain the necessary information for the contractor to construct this project.