W912P525BA005 RTA TSPECS WILLIAMS STREET DETENTION STRUCTURE - 15MAY2025.pdf

Solicitation No. W912P5-25-B-A005

US Army Corps Of Engineers

Nashville District

Williams Street Detention Structure

South Mouse Creek Watershed Tennessee River Basin Cleveland, Bradley County, Tennessee

Technical Specifications - Ready to Advertise (RTA) Certified Final Documents

May 2025

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FOR DUPLEX PRINTING

Williams Street Detention Structure Cleveland 205 W912P5-25-B-A005 RTA Cleveland, Tennessee

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

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

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 95 00 FORMS AND ATTACHMENTS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORMWATER UTILITIES

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR STRUCTURES

35 31 19.20 ARTICULATING CONCRETE BLOCK REVETMENTS

35 42 34 HIGH-PERFORMANCE TURF REINFORCEMENT MAT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

1.2 REFERENCES

1.3 LOCATION AND ACCESS

1.3.1 Location

1.3.2 Access to Site

1.4 MEETINGS

1.4.1 COORDINATION CONFERENCES

1.4.2 PARTNERING

1.4.3 QUALITY CONTROL MUTUAL UNDERSTANDING MEETING

1.4.4 SAFETY MUTUAL UNDERSTANDING MEETING

1.4.5 SUPERVISOR SAFETY MEETING/WALK

1.4.6 WEEKLY PROGRESS MEETING

1.5 PROJECT SIGNS

1.5.1 General

1.5.2 Materials

1.5.3 Painting

1.5.4 Erection and Maintenance

1.6 Working Hours

1.6.1 Federal Holidays

1.7 Work Outside Regular Hours

1.8 PERMITS AND LICENSES

1.9 PRE-SCREENING CONTRACTOR'S ON-SITE EMPLOYEES USING E-VERIFY

1.10 CONTRACTOR'S STAGING AREA

1.11 DAILY CLEANUP AND DISPOSAL

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.13 EVALUATION OF CONTRACTOR PERFORMANCE

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

CONTRACTS

1.15 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

This section comprises an explanation of the general contract requirements needed to accomplish the work. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and drawings.

1.2 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

EP 310-1-6b (2006) Sign Standards Manual, VOL 2, Appendices

1.3 LOCATION AND ACCESS

1.3.1 Location

Cleveland, Tennessee

1.3.2 Access to Site

As specified in the project drawings.

1.4 MEETINGS

1.4.1 COORDINATION CONFERENCES

Routine coordination conferences will be scheduled by the Contracting Officer throughout the life of this project. Coordination conferences will be held to discuss contract administration, Contractor quality control, phasing, scheduling, and other aspects relating to this construction. The Corps of Engineers and the Contractor will be represented at each of these meetings. Coordination conferences will be scheduled to occur when notified by the Contracting Officer.

1.4.2 PARTNERING

In order to most effectively accomplish this contract, the Government urges the contractor to join the Government in establishing a cohesive and professional project management team. Through this "partnering" relationship both entities would strive to draw on the strengths of each

SECTION 01 00 00 Page 3 organization for the ultimate goal of assuring that the project's intended results of finishing on time and within budget are achieved utilizing a risk management approach. This endeavor seeks an environment that nurtures team building, cooperation, and trust between the Government and the Contractor. The partnering relationship would be bilateral in make-up, and participation will be totally voluntary.

1.4.3 QUALITY CONTROL MUTUAL UNDERSTANDING MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, meet with the Contracting Officer and discuss the Contractor's quality control system.

Submit the CQC Plan prior to the Mutual Understanding Meeting. During the meeting, a mutual understanding of the system details must be developed, including the forms for recording the CQC operations, definable features of work, 3 phase inspection requirements submittal procedures, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There may be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

1.4.4 SAFETY MUTUAL UNDERSTANDING MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the Accident Prevention Plan (APP), meet with the Contracting Officer and discuss the Contractor's safety program. Submit the APP prior to the Mutual Understanding Meeting.

During the meeting, a mutual understanding of the safety program details must be developed, including incorporated plans, programs, program management, anticipated AHAs that will be developed and implemented during the performance, additional safety meeting requirements, PPE, mishap reporting, and additional contract requirements considered unique. Minutes of the meeting will be prepared by the Government, signed by both the Contractor and the Contracting Officer and will become a part of the contract file. There may be occasions when subsequent meetings will be called by either party to reconfirm mutual understandings or address deficiencies in the safety program or procedures which can require corrective action by the Contractor.

1.4.5 SUPERVISOR SAFETY MEETING/WALK

A successful safety program has top-down support to include site supervision. Conduct a monthly safety site walk to review ongoing activities, document any issues and correct on the spot if possible.

Conduct meetings/walks at least once a month for all supervisors at the project location. The SSHO, supervisors, foremen, or CDSOs along with appropriate Government personnel will attend. The Contractor will document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting.

Any concerns identified during the safety meeting/walk will be followed up on in the following week and discussed at the weekly progress meeting until corrected. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings 7 calendar days in advance. Please reference 01 35 26 specifications for additional requirements.

SECTION 01 00 00 Page 4

1.4.6 WEEKLY PROGRESS MEETING

After receiving notice-to-proceed, the Contractor shall establish a schedule for weekly progress meetings. The purpose of the weekly progress meeting is for the Contractor to: 1) Communicate information relevant to the current status of the project's progress; 2) Communicate risks which may impact near term progress; 3) Identify upcoming activities and necessary actions which precede those activities; 4) Relay relevant personnel information; Go over status of pending modifications, pay requests, RFI's, submittals, deficiencies, and other administrative matters. This list is not all inclusive and should be expanded as deemed appropriate by the Contracting Officer and the Contractor.

The Contractor shall host the weekly progress meeting on the same day of the week for the duration of the project. The day of the week and time of the meeting shall be approved by the Contracting Officer. The meeting shall be held on-site in a location that provides adequate seating for the Contractor's attendees and the Government's attendees.

The Contractor is responsible for preparing the agenda for the weekly progress meeting. The agenda must be updated as the project progresses so that it remains relevant to the status of the project. The Contractor shall provide the agenda to the Contracting Officer on a weekly basis at least 4 hours prior to the start of the meeting.

The Contractor is responsible for recording meeting minutes at every weekly progress meeting. The meeting minutes shall be provided via e-mail to the Government for review no more than 24 hours after completion of the meeting. The Government may respond with corrections to the meeting minutes, and the Contractor shall provide a final copy no more than 24 hours after receiving Government comments or concurrence. Final meeting minutes will be attached to the QC daily report corresponding to the day the meeting takes place.

1.5 PROJECT SIGNS

1.5.1 General

Furnish and erect, within 15 days after issuance of the Notice to Proceed, a PROJECT IDENTIFICATION SIGN and a SAFETY PERFORMANCE SIGN at the location directed by the Contracting Officer. Letter signs on one side only and conform to EP 310-1-6a (Section 16), EP 310-1-6b , and to the details and colors shown on the sketches attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS. Name the project as follows:

Cleveland Flood Risk Management: Williams Street Detention Structure

1.5.2 Materials

Construct the sign with a face sheet of 3/4 inch exterior grade plywood mounted on a substantial framework of treated 4-inch by 4-inch material.

Screws shall be commercial quality and of sizes shown.

1.5.3 Painting

Apply one prime coat and two finish coats of exterior oil paint to signs and post before lettering. Apply letters and trim to one side only using

SECTION 01 00 00 Page 5 one coat of enamel of color, style, and size shown.

1.5.4 Erection and Maintenance

Erect signs at the locations designated by the Contracting Officer. Signs shall be plumb and backfill of post holes shall be well tamped to properly support the signs throughout the life of the contract. Maintain signs in good condition until completion of the contract. Remove signs from the site upon final acceptance of the contract work.

1.6 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 7:30 a.m. and 4:30 p.m., Monday through Friday, excluding Government holidays.

1.6.1 Federal Holidays

Do not schedule work on Federal holidays.

Refer to OPM Website for Federal holidays listed by calendar year https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays .

1.7 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.8 PERMITS AND LICENSES

The Contractor must, at his/her own expense, obtain any licenses, permits or bonding required to perform the contract. The Contractor must comply with current federal, state, and local laws and regulations and must comply with any subsequent changes.

1.9 PRE-SCREENING CONTRACTOR'S ON-SITE EMPLOYEES USING E-VERIFY

Contractors must 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 must be provided to the Contract Officer's Representative (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.

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1.10 CONTRACTOR'S STAGING AREA

The Contractor will be assigned an area within or near the project site for use as a staging area. Proposed staging area is annotated in the drawings. The building of structures, the erection of tents or other forms of protection will be permitted only at such places as the Government shall approve, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a satisfactory manner. Temporary Contractor facilities provided during Construction shall be removed prior to final acceptance from the Government. As a minimum the area shall be left looking "broom clean" and at least as clean as before the structure placement.

1.11 DAILY CLEANUP AND DISPOSAL

Work areas shall be kept reasonably neat on a daily basis. Debris resulting from the work, such as empty paint cans, packing cases, scrap lumber, oil and grease spills, and other debris shall be collected, removed, and disposed of off-site at least once per week. Government trash cans, dump boxes and other containers shall not be used. Liquid waste shall not be disposed of in existing drains.

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Existing facilities shall be protected whether or not shown on the drawings. Upon completion of the work, existing facilities, not included as a portion of the work, shall be left in a condition equal to the original condition prior to the contract. Costs for repair and restoration of any facilities shall be considered to be incidental to and included in the contract price.

1.13 EVALUATION OF CONTRACTOR PERFORMANCE

The Contractor's performance will be evaluated in accordance with FAR Part

42.15 in the areas of quality, schedule, cost control, management, utilization of small businesses, and regulatory compliance at minimum.

The evaluation will include a written narrative and rating of either exceptional, very good, satisfactory, marginal, or unsatisfactory for each. The format for the evaluation is attached at the end of Section

01 95 00 FORMS AND ATTACHMENTS.

The Contractor's review of the evaluation shall be completed electronically at the CPARS, http://www.cpars.gov . This website also includes guidance and the user's manual.

Upon contract award, the Contractor shall provide the Contracting Officer with the name and e-mail address of the Contractor's Representative to be registered into the system. Following initial completion by the Government, the Contractor will have sixty (60) calendar days to review, comment, and return the evaluation.

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

CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to

SECTION 01 00 00 Page 7 promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

a. Veterans’ Employment and Training Service (VETS):

http://www.dol.gov/vets/

b. Federal Veteran Employment Information: www.fedshirevets.gov

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

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

1.15 MEASUREMENT AND PAYMENT

No separate payment will be made for the work covered under this section.

The costs thereof shall be included in the item to which the work pertains.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

-- End of Section --

SECTION 01 00 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 AVAILABILITY AND USE OF UTILITY SERVICES

1.6.1 Contractor Responsibilities

1.6.2 Alterations to Utilities

1.6.3 Interruptions of Utilities

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 SEQUENCE OF WORK

3.1.1 General

3.2 CONTRACTOR SURVEYS

3.2.1 Pre Construction Surveys

3.2.2 Post Construction Survey

3.2.3 Survey Standards

3.2.4 Survey Firm Acceptance

3.2.5 Survey Control and Datum

3.2.6 Positioning System

3.2.7 Survey Data

3.2.7.1 Survey Data

3.2.8 Progress Payment Surveys

SECTION 01 11 00 Page 1

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety and Occupational Health (SOH) Requirements

EM 1110-1-1000 (2015) Photogrammetric and LiDAR Mapping

EM 1110-1-1002 (2012) Survey Markers and Monumentations

EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying

EM 1110-1-1004 (2002) Engineering and Design - Geodetic and Control Surveying

EM 1110-1-1005 (2007) Control and Topographic Surveying

EM 1110-1-2909 (2012) Engineering and Design -- Geospatial Data and Systems

ERDC/ITL SR-23-1 (2023) A/E/C Graphics Standard, Release 2.2

ERDC/ITL TR-19-7 (2019) A/E/C CAD Standard - Release 6.1

1.2 SUBMITTALS

Government approval 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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Survey Firm Acceptance; G

SD-02 Shop Drawings

Survey Data; G

SD-07 Certificates

Progress Payment Surveys; G

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SD-11 Closeout Submittals

Pre Construction Surveys; G

Post Construction Survey; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

This section comprises an explanation of the general contract requirements associated with the Williams Street Detention Structure along Fillauer Branch Tributary 1. The scope of services for the items described is in the bidding schedule. This section is not intended to be all encompassing in the descriptions. All work specified herein shall be accomplished in accordance with the procedures prescribed in the specifications and contract drawings. The Contractor shall bid each type of work under the applicable bid item. Compensation for any item of work described in the contract documents, but not listed in the bid schedule shall be included in the price for the item of work to which it is made subsidiary.

The Contractor is required to commence work within ten (10) days of the issuance of the Notice to Proceed, unless otherwise directed by the Contracting Officer. All work shall be completed as specified, detailed and/or in strict accordance with all terms, conditions, general, specific and technical provisions, contained herein or incorporated by reference.

Incorporation by reference shall include any and all mandatory provisions required by the Federal Acquisition Regulation (FAR) whether it is referenced or not referenced, current at time of award.

The Williams Street Detention Structure project generally consist of an earthened fill embankment within Fillauer Branch Tributary 1, which includes but may not be limited to, clearing and grubbing, stripping, hauling, grading, excavation, fill placement, hydroseeding, planting, articulating concrete block (ACB), concrete armoring units, high performance turf reinforcement mat (HP-TRM), geogrid, reinforce concrete pipe, chain linked fence and swing gate, aggregate base course access road, concrete or precast inlet and outlet structures and incidental related work.

1.3.2 Location

The work is located along Fillauer Branch Tributary 1 approximately 200 feet upstream of the Williams Street NE crossing in Cleveland, TN, approximately as indicated. The exact location will be shown by the Contracting Officer and on the Contract Drawings.

1.4 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

SECTION 01 11 00 Page 4 which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 72 hours, excluding weekends and holidays, 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 on contract drawings, within area of work.

1.5.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.6 AVAILABILITY AND USE OF UTILITY SERVICES

1.6.1 Contractor Responsibilities

a. The Contractor shall be responsible for the availability of utilities for use on the project. Unless otherwise provided in the contract, the amount of each utility service consumed shall be charged to and paid for by the Contractor. The Contractor shall carefully conserve any utilities furnished without charge.

b. The Contractor, at its expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of each utility used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

1.6.2 Alterations to Utilities

a. Where changes and relocations of utility lines are noted to be performed by others, the Contractor shall give the Contracting Officer at least ten (10) days written notice in advance of the time that the change or relocation is required. In the event that, after the expiration of ten

(10) days after the receipt of such notice by the Contracting Officer, such utility lines have not been changed or relocated and delay is occasioned to the completion of the work under contract, the Contractor will be entitled to a time extension equal to the period of time lost by the Contractor after the expiration of said ten (10) day period. Any modification to existing or relocated lines required as a result of the Contractor's method of operation shall be made wholly at the Contractor's expense and no additional time will be allowed for delays incurred by such modifications.

b. Separate payment will not be made for alterations or relocations of utilities.

1.6.3 Interruptions of Utilities

a. No utility services shall be interrupted by the Contractor to make connections, to relocate, or for any purpose without approval of the

SECTION 01 11 00 Page 5

Contracting Officer.

b. Request for Permission to shut down services shall be submitted in writing to the Contracting Officer not less than seventeen (14) days prior to date of proposed interruption. The request shall give the following information:

(1) Nature of Utility (Gas, L.P. or H.P., Water, etc.)

(2) Size of line and location of shutoff.

(3) Buildings and services affected.

(4) Hours and date of shutoff.

(5) Estimated length of time services will be interrupted.

c. Services shall not be shutoff until receipt of approval of the proposed hours and date from the Contracting Officer.

d. Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or on non-work days of the Using Agency.

e. Operation of valves on water mains will be by Government personnel.

Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay or to restore service without delay in event of emergency.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 SEQUENCE OF WORK

3.1.1 General

After receipt of Notice to Proceed (NTP), the Contractor shall initiate coordination meetings with the Contracting Officer and representatives.

Submission requirements affecting utilities and initial surveys as covered under this section shall be given to the Government for review and acceptance. The Contractor shall perform all preparatory work associated with the disposal area and channel prior to performing excavation. The Contractor may begin construction on portions of the work for which the Government has reviewed the final submission and has determined satisfactory for purposes of beginning construction. The Contracting Officer will notify the Contractor when the design is cleared for construction. The Government will not grant any time extension for any design re-submittal required when, in the opinion of the Contracting Officer, initial submission failed to meet the minimum quality requirements as set forth in the Contract.

If the Government allows the Contractor to proceed with limited construction based on pending minor revisions to the reviewed Final Design submission, no payment will be made for any in-place construction related to the pending revisions until they are completed, resubmitted and are satisfactory to the Government.

SECTION 01 11 00 Page 6

3.2 CONTRACTOR SURVEYS

3.2.1 Pre Construction Surveys

The preconstruction survey will be performed after clearing and grubbing is completed and prior to any stripping, excavation or construction activities.

3.2.2 Post Construction Survey

After completion of construction the contractor must provide a post construction survey documenting all completed work on project. The post construction survey must be incorporated in the record drawings indicated in 01 78 00 CLOSEOUT SUBMITTALS.

3.2.3 Survey Standards

Prepare digital survey material in accordance with the applicable technical references specified. The Contracting Officer may issue additional instructions during the performance of the work. Notify the Contracting Officer of any missing criteria needed for the survey work.

EM 385-1-1 (2014) Safety and Health Requirements Manual EM 1110-1-1000 (2015) Photogrammetric and LiDAR Mapping EM 1110-1-1002 (2012) Survey Markers and Monumentations EM 1110-1-1003 (2011) NAVSTAR Global Positioning System Surveying EM 1110-1-1004 (2002) Engineering and Design - Geodetic and Control Surveying EM 1110-1-1005 (2007) Control and Topographic Surveying EM 1110-1-2909 (2012) Geospatial Data and Systems ERDC/ITL TR-19-7 (August 2019) A/E/C CAD Standard Release 6.1 ERDC/ITL SR-23-1 (August 2023) A/E/C Graphics Standard Release 2.2

3.2.4 Survey Firm Acceptance

All surveys must be performed by a survey firm, independent of the Contractor. The firm must have a minimum of three years of qualifying experience in topographic surveys, boundary surveys, and construction staking. The firm must have a current Tennessee Land Surveyor's license.

3.2.5 Survey Control and Datum

a. Perform all surveys using the Corps of Engineers control network as indicated. All survey and mapping work must be in the datum, projection and units of the control indicated or as otherwise directed.

b. Replace or relocate survey control points that have been disturbed or destroyed. Coordinate with the Contracting Officer and County Surveyor's office based on the original survey control and submitting field notes showing the character of the new points and methods of establishment or re-establishment. The Contractor must make no changes without prior written approval from the Contracting Officer.

c. Notify the Contracting Officer in writing, 7 days in advance of movement or removal of any monument, bench mark or right-of-way marker.

SECTION 01 11 00 Page 7

3.2.6 Positioning System

Perform Surveys using proven, modern electronic surveying equipment such as RTK GPS, automated Total Station or similar system with positional accuracy equal to or exceeding the requirements of EM 1110-1-1003 and EM 1110-1-1005 . Antiquated equipment and/or emerging technology must not be used unless otherwise approved.

3.2.7 Survey Data

3.2.7.1 Survey Data

a. Each survey submittal must be submitted in accordance with 01 33 00 SUBMITTAL PROCEDURES and include the following:

(1) Openroads Designer DGN (3D) file with contours generated from the terrain model. All Openroads Designer files must include the proper Geographic Coordinate System and working unit's settings.

Each digital file must immediately reference to other digital files and be correctly oriented. CADD files must use the settings for layer, color, and other properties found in ERDC/ITL TR-09-2.

Each Openroads Designer file must have a terrain model generated from survey points and showing: point ID Descriptions, Codes, breaklines, contours and TIN. The file must be processed and ready for surface to surface comparisons.

(2) ASCII mass points file with a data header. The first header line must be preceded by an asterisk, which indicates a comment line.

All points files and drawing files (DGN files) must be labeled with a header or title block showing, at a minimum, the following project information:

(1) Project: (____)

(2) Date: (____)

(3) Surveyor: Name of firm and licensed surveyor

(4) Area: (____)

(5) Survey Type: topographic, construction staking, boundary, other

(6) Survey Method: RTK, total station, digital levels, other

(7) Unit of measure: US Survey Feet

(8) Vertical Datum: (____)

(9) Horizontal Datum: (____)

(10) Projection: (____)

(11) Control used: (____)

(12) Data Format: use Northing, Easting, elevation, point description

c. Use a Data Processing System to map the survey data and calculate quantities. The software must be capable of digital terrain modeling and must produce, at a minimum, topographic survey sheets, cross section profiles, 3-dimensional area profiles, and quantity volume calculations using end area method having cross sections cut along the control line at intervals of 25 feet and at every change in grade and/or bearing

d. Unless otherwise directed, the accuracy of all quantity surveys submitted for progress payment must be at a minimum of one foot contour intervals.

SECTION 01 11 00 Page 8

3.2.8 Progress Payment Surveys

Progress payments will be based upon quantities from the Contractor's surveys. Provide full coverage of the entire area for which progress payment is requested. Survey data which does not conform to the specifications will not be considered for payment.

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SECTION 01 11 00 Page 10

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

1.2.2 Final Invoice

1.3 PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Clearing,Grubbing And Miscellaneous Demolition

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Excavation

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Engineered Fill

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Controlled Low Strength Material

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 Culvert

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Articulated Concrete Block (ACB) System

1.3.7.1 Payment

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 HIGH PERFORMANCE TURF REINFORCEMENT MAT (HP-TRM)

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Concrete Armoring Unit Assembly

1.3.9.1 Payment

1.3.9.2 Unit of Measure

1.3.10 Aggregate Base Course Road

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 Chain Linked Fence and Gate

1.3.11.1 Payment

1.3.11.2 Measurement

SECTION 01 20 00 Page 1

1.3.11.3 Unit of Measure

1.3.12 Seeding and Planting

1.3.12.1 Payment

1.3.12.2 Unit of Measure

1.3.13 Borrow Site Closure

1.3.13.1 Payment

1.3.13.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 20 00 Page 2

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.2.1 Submission of Invoices

Submit monthly invoices and supporting forms for work performed within one week after the month billed. Submit a written copy (pencil copy) five calendar days prior to the end of the month.

1.2.2 Final Invoice

a. A final invoice must be accompanied by the Contractor's Final Release.

If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. Final invoices not accompanied by the Contractor's Final Release will be considered incomplete and will be returned to the Contractor.

1.3 PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments and Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and

SECTION 01 20 00 Page 3 demobilization, as defined in Special Contract Clause DFARS 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Sixty percent of the CLIN must be allocated to mobilization and forty percent of the CLIN must be allocated to demobilization.

Payment will also be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Mobilization and Demobilization."

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 Clearing,Grubbing And Miscellaneous Demolition

1.3.2.1 Payment

Payment will be made for costs associated with operations necessary for clearing, grubbing and miscellaneous demolition. Payment will be made for clearing and grubbing of trees and vegetation, maintaining the cleared and grubbed areas, removal of all obstructions as required to perform the work including, but not limited to, preparation of a clearing and grubbing plan, pipes, survey monuments, concrete and rubble. Payment also includes filling of holes and depressions associated with clearing and grubbing, offsite disposal of all cleared, grubbed and removed items, disposal fees, and installation and removal of temporary chain link fence and other items indicated, complete.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 Excavation

1.3.3.1 Payment

Payment will be made for excavating to the lines and grades indicated, including stockpiling, grading, shaping, hauling, stripping and stock piling of top soil, water control, unwatering, hauling and disposal of unsuitable material and topsoil to the borrow site or offsite, complete.

No additional payment will be made for quantity variations due to bulking, moisture content or subsidence of the in-place material to be excavated.

The Contractor will not receive any compensation for excavation work outside of the lines and grades indicated, unless otherwise directed.

1.3.3.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.3.3.3 Unit of Measure

Unit of measure: cubic yard.

SECTION 01 20 00 Page 4

1.3.4 Engineered Fill

1.3.4.1 Payment

Payment will be made for engineered fill to the lines and grades indicated. Payment will include subgrade preparation, stockpiling,blending, processing, hauling, benching, keyways, overbuilding slopes, grading, shaping, compaction, testing, importing from and exporting to the borrow site as necessary, and finishing, complete. No additional payment will be made for quantity variations due to shrinkage, subsidence, settlement, moisture control, and any other factors that may affect the compacted fill volumes. The contractor will not receive any compensation for compacted fill outside the lines and grade indicated, unless otherwise directed.

1.3.4.2 Measurement

The total quantity of Engineered Fill material for which payment will be made will be the theoretical quantity between the excavation surface as determined by survey and/or theoretical cross sections and the engineered fill grade and slope of the theoretical cross sections indicated. No allowance will be made for any material placed outside the required slope lines and grades unless authorized.

1.3.4.3 Unit of Measure

Unit of measure: cubic yard.

1.3.5 Controlled Low Strength Material

1.3.5.1 Payment

Payment will be made for controlled low strength material to the lines and grades indicated. Payment will include subgrade preparation, processing, hauling, grading, shaping, testing, and finishing, complete. No additional payment will be made for quantity variations due to shrinkage, subsidence, settlement, moisture control, and any other factors that may affect the volumes. The contractor will not receive any compensation for controlled low strength material outside the lines and grade indicated, unless otherwise directed.

1.3.5.2 Measurement

The total quantity of controlled low strength material for which payment will be made will be the theoretical quantity between the excavation surface as determined by survey and/or theoretical cross sections and the grade and slope of the theoretical cross sections indicated. No allowance will be made for any material placed outside the required slope lines and grades unless authorized.

1.3.5.3 Unit of Measure

Unit of measure: cubic yard.

1.3.6 Culvert

1.3.6.1 Payment

Payment will be made for costs associated with operations necessary for

SECTION 01 20 00 Page 5 construction of the culvert at Sta. 1+15. Payment will include excavation, CLSM cradle, rebar, backfill, sand filter placement, inlet and outlet structures, subgrade preparation, bedding material, riprap, and reinforced concrete pipe, complete.

1.3.6.2 Unit of Measure

Unit of measure: job.

1.3.7 Articulated Concrete Block (ACB) System

1.3.7.1 Payment

Payment for the Articulated Concrete Block (ACB) System will be made at the contract unit price per square yard which price and payment shall constitute full compensation for all plant, labor (to include ACB system subject matter expert), materials, equipment as indicated in the drawings. This Payment includes consideration for costs associated with constructing the whole articulated concrete block extreme performance erosion control system which includes but is not limited to subgrade preparation, filter fabric, geogrid, cellular confinment layer (geoweb/geocell), granular bedding material placement and compaction, articulated concrete block placement, concrete placement for keying ACB edges, cable anchor installation, and all other items incidental to constructing a complete and functional articulated concrete block pavement system.

1.3.7.2 Measurement

The "articulated concrete block system" will be measured for payment by the square yard. Included in the quantity will be the square yardage of articulated block to be covered by concrete and backfill. Submit final yardage measurement for payment prior to keying the edges of the ACB system with concrete as shown in the drawings.

1.3.7.3 Unit of Measure

Unit of measure: Square Yard (SY) .

1.3.8 HIGH PERFORMANCE TURF REINFORCEMENT MAT (HP-TRM)

1.3.8.1 Payment

Payment for the HIGH PERFORMANCE TURF REINFORCEMENT MAT (HP-TRM) System will be made at the contract unit price per square yard which price and payment shall constitute full compensation for all plant, labor (to include HP-TRM system subject matter expert), materials, equipment as indicated in the drawings. This Payment includes consideration for costs associated with constructing the whole system which includes but is not limited to excavation and shaping of the designated area for HP-TRM placement, compaction, HP-TRM placement, interfacing with ACB and structures, cable anchor installation, pin installation, and all other items incidental to constructing a complete and functional system.

1.3.8.2 Measurement

The high performance turf reinforcement mat system will be measured for payment by the square yard.

SECTION 01 20 00 Page 6

1.3.8.3 Unit of Measure

Unit of measure: Square Yard (SY) .

1.3.9 Concrete Armoring Unit Assembly

1.3.9.1 Payment

Payment will be made for all costs associated with operations necessary for procuring and installing 48" concrete armoring units as indicated.

Payment will includes but not be limited to 48" concrete armoring units, interlocking and placing units, cable anchor installation and all other items items incidental to constructing a complete and functional concrete armoring unit system.

1.3.9.2 Unit of Measure

Unit of measure: job.

1.3.10 Aggregate Base Course Road

1.3.10.1 Payment

Payment for Aggregate Base Course acceptably placed, as specified in Section 32 11 23 AGGREGATE BASE COURSES, will be made at the applicable contract unit price per ton for "Aggregate Base Course". Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, testing and maintaining the aggregate until final acceptance by the Government. No payment will be made for excess aggregate left in place.

1.3.10.2 Measurement

Crushed Rock will be measured for payment by the ton as determined by weight in number of tons (2,000 pounds) used, excluding the amount specifically excepted, wasted, or used for the convenience of the contractor.

1.3.10.3 Unit of Measure

Unit of measure: Ton (TN).

1.3.11 Chain Linked Fence and Gate

1.3.11.1 Payment

Payment for chain linked fence and gate acceptably placed, as specified in Section 32 31 13 CHAIN LINK FENCES AND GATES, will be made at the applicable contract unit price per linear foot for "CHAIN LINKED FENCE AND GATE". Price and payment shall constitute full compensation for furnishing, hauling, handling, and placing until final acceptance by the contracting officer. No additional payment will be made for clearing.

1.3.11.2 Measurement

Fence will be measured for payment based upon quantity, in linear feet, of satisfactorily installed fence.

SECTION 01 20 00 Page 7

1.3.11.3 Unit of Measure

Unit of measure: Linear Feet (LF).

1.3.12 Seeding and Planting

1.3.12.1 Payment

Payment will cover all costs associated with seeding, planting, mulching, incorporating, protecting, and maintaining at the primary project site.

This price shall constitute full compensation for furnishing all plants, labor, equipment, materials, and performing all operations necessary for placing and maintaining seed, mulch, and plants including acquisition and incorporation of topsoil and erosion control blankets or other items as specified in Section 32 92 19 - SEEDING. No payment for seeding, planting, and mulching will be made until acceptance by the Contracting Officer or his/her representative. Payment will be made for costs associated with satisfactory performance of seeding.

1.3.12.2 Unit of Measure

Unit of measure: job.

1.3.13 Borrow Site Closure

1.3.13.1 Payment

Payment will be made for costs associated with borrow site closure, including grading, shaping, stockpiling, stripping of top soil, water control, seeding, mulching, incorporation of top soil and erosion control measures and preparation of a borrow site closure plan, complete and accepted.

1.3.13.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Scheduling Expectations Kickoff Meeting(SEKO)

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Design and Permit Activities

3.3.4 Submittals, Fabrication, andProcurement Activities

3.3.5 Closeout Activities

3.3.6 Government Activities

3.3.7 Standard Activity Coding Dictionary

3.3.7.1 Workers Per Day (WRKP)

3.3.7.2 Responsible Party Coding (RESP)

3.3.7.3 Area of Work Coding (AREA)

3.3.7.4 Modification Number (MODF)

3.3.7.5 Bid Item Coding (BIDI)

3.3.7.6 Phase of Work Coding (PHAS)

3.3.7.7 Category of Work Coding (CATW)

3.3.7.8 Feature of Work Coding (FOW)

3.3.8 Contract Milestones and Constraints

3.3.8.1 Project Start Date Milestone and Constraint

3.3.8.2 End Project Finish Milestone and Constraint

3.3.8.3 Interim Completion Dates and Constraints

3.3.8.3.1 Start Phase

3.3.8.3.2 End Phase

3.3.9 Adverse Weather

3.3.10 Calendars

3.3.11 Open Ended Logic

3.3.12 Default Progress Data Disallowed

3.3.13 Out-of-Sequence Progress

SECTION 01 32 01.00 10 Page 1

3.3.14 Added and Deleted Activities

3.3.15 Original Durations

3.3.16 Leads, Lags, and Start to Finish Relationships

3.3.17 Retained Logic

3.3.18 Percent Complete

3.3.19 Remaining Duration

3.3.20 Cost Loading of Closeout Activities

3.3.20.1 As-Built Drawings

3.3.20.2 O & M Manuals

3.3.21 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.2.1 Design Package Schedule Submission

3.4.3 Periodic Schedule Updates

3.4.4 Re-Baseline for Exercised Options

3.5 SUBMISSION REQUIREMENTS

3.5.1 Electronic Scheduling Data

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Scheduling and Leveling Report

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Grouping and Sorting

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 SCHEDULE EXPECTATIONS KICKOFF MEETING (SEKO)

3.7 PERIODIC SCHEDULE UPDATE

3.7.1 Periodic Schedule Update Meetings

3.7.2 Update Submission Following Progress Meeting

3.8 WEEKLY PROGRESS MEETINGS

3.9 REQUESTS FOR TIME EXTENSIONS

3.9.1 Justification of Delay

3.9.2 Changes That Do Not Cause Delay

3.9.3 Time Impact Analysis (Prospective Analysis)

3.9.4 Forensic Schedule Analysis (Retrospective Analysis)

3.9.5 Fragmentary Network (Fragnet)

3.9.6 Time Extension

3.9.7 Impact to Early Completion Schedule

3.10 FAILURE TO ACHIEVE PROGRESS

3.10.1 Artificially Improving Progress

3.10.2 Failure to Perform

3.10.3 Recovery Schedule

3.11 OWNERSHIP OF FLOAT

3.12 TRANSFER OF SCHEDULE DATA INTO RESIDENT MANAGEMENT SYSTEM

3.13 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL…