W912P525BA005 RTA TSPECS WILLIAMS STREET DETENTION STRUCTURE - Amendment 0002 - 24JUN2025.pdf

Williams Street Detention Structure Cleveland 205 W912P5-25-B-A005 Amendment 0002 Cleveland, Tennessee

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

-- End of Section Table of Contents --

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, CLSM infill of abandoned pipes, 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, but may not be limited to, subgrade preparation, stockpiling, blending, sourcing material, processing, hauling, benching, keyways, overbuilding slopes, grading, shaping, compaction, testing, sourcing and importing material from the borrow area 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.

Excavating and sourcing material from the borrow area is incidental of this work.

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.

SECTION 01 20 00 Page 5

1.3.6 Culvert

1.3.6.1 Payment

Payment will be made for costs associated with operations necessary for 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.

SECTION 01 20 00 Page 6

1.3.8.2 Measurement

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

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.

SECTION 01 20 00 Page 7

1.3.11.2 Measurement

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

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

-- End of Section --

SECTION 01 20 00 Page 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Site Safety and Health Officer (SSHO)

1.2.1.1 Level One SSHO

1.2.1.2 Level Two SSHO

1.2.1.3 Level Three SSHO

1.2.1.4 Alternate SSHO

1.2.2 Competent Person (CP)

1.2.3 Qualified Person (QP)

1.3 SUBMITTALS

1.4 PUBLIC HEALTH EMERGENCIES

1.5 MONTHLY EXPOSURE REPORTS

1.6 REGULATORY REQUIREMENTS

1.7 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.7.1 Site Safety and Health Officer (SSHO)

1.7.1.1 Requirements of SSHO

1.7.1.2 Qualifications of SSHO

1.7.1.3 Duties of SSHO

1.7.1.4 Safety Meetings

1.7.2 Roles and Responsibilities of Prime Contractor and SSHO

1.7.3 Competent Person for Confined Space Entry

1.7.4 Preconstruction Coordination Conference and Mutual

Understanding Meeting

1.7.5 WEEKLY PROGRESS MEETING

1.7.6 ENVIRONMENTAL MUTUAL UNDERSTANDING MEETING

1.7.7 QUALITY CONTROL MUTUAL UNDERSTANDING MEETING

1.8 ACCIDENT PREVENTION PLAN (APP)

1.8.1 Accident Prevention Plan (APP)

1.8.2 Names and Qualifications

1.8.3 Plans

1.9 ACTIVITY HAZARD ANALYSIS (AHA)

1.9.1 AHA Management

1.9.2 AHA Signature Log

1.10 SITE SAFETY REFERENCE MATERIALS

1.11 EMERGENCY MEDICAL TREATMENT

1.12 NOTIFICATIONS AND REPORTS

1.12.1 Accident Notification

1.12.2 Accident Reports

1.12.3 LHE Inspection Reports

1.13 HOT WORK PERMIT

1.13.1 Permit and Personnel Requirements

1.13.2 Work Around Flammable Materials

1.14 CONFINED SPACE ENTRY REQUIREMENTS

1.14.1 Rescue Procedures and Coordination with Local Emergency

SECTION 01 35 26 Page 1

Responders

1.15 SEVERE STORM PLAN

1.16 CONTRACTOR GUIDELINES

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

3.1.1 Worksite Communication

3.1.2 Hazardous Material Exclusions

3.1.3 Unforeseen Hazardous Material

3.2 UTILITY OUTAGE REQUIREMENTS

3.3 OUTAGE COORDINATION MEETING

3.4 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

3.4.1 Safety Preparatory Inspection Coordination Meeting with the

Government or Utility

3.4.2 Lockout/Tagout Isolation

3.4.3 Lockout/Tagout Removal

3.5 FALL PROTECTION PROGRAM

3.5.1 Fall Protection Equipment and Systems

3.5.1.1 Additional Personal Fall Protection Measures

3.5.1.2 Personal Fall Protection Equipment

3.6 EQUIPMENT

3.6.1 Use of Explosives

3.7 ELECTRICAL

3.7.1 Electrical Work

3.7.2 Qualifications

3.7.3 Arc Flash

3.7.4 Grounding

3.7.5 Testing

SECTION 01 35 26 Page 2

SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

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.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

ANSI/ASSP A10.34 (2021) Protection of the Public on or Adjacent to Construction Sites

ANSI/ASSP A10.44 (2020) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations

ASTM INTERNATIONAL (ASTM)

ASTM F855 (2020) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1048 (2016) Guide for Protective Grounding of Power Lines

IEEE C2 (2023) National Electrical Safety Code

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z89.1 (2014; R 2019) American National Standard for Industrial Head Protection

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B (2024) Standard for Fire Prevention During Welding, Cutting, and Other Hot Work

NFPA 70 (2023; ERTA 7 2023; TIA 23-15) National Electrical Code

NFPA 70E (2024) Standard for Electrical Safety in the Workplace

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

SECTION 01 35 26 Page 3

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety and Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment

29 CFR 1926 Safety and Health Regulations for Construction

CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146

1.2 DEFINITIONS

The following definitions are for the convenience of the reader. If there is a referenced document in the text of this specification section, that is the document that should define terms for that paragraph. If further clarification is needed, contact the Contracting Officer.

1.2.1 Site Safety and Health Officer (SSHO)

A Contractor Employee that is responsible for overseeing and ensuring implementation of the prime Contractor's Safety and Occupational Health (SOH) program according to the Contract, EM 385-1-1 , applicable federal, state, and local requirements.

1.2.1.1 Level One SSHO

A designated employee with full-time SOH responsibility that meets and follows the requirements of EM 385-1-1 .

1.2.1.2 Level Two SSHO

A designated employee with Level Two SSHO responsibility that meets and follows the requirements of EM 385-1-1 . Level Two SSHOs cannot be assigned to projects that have a residual Risk Assessment Code (RAC) of high or extremely high.

1.2.1.3 Level Three SSHO

A designated Qualified Person or Competent Person with SOH responsibility that meets and follows the requirements of EM 385-1-1 . Level 3 SSHOs cannot be assigned to projects that have a residual RAC of high or extremely high.

1.2.1.4 Alternate SSHO

An employee that meets the definition of the contract-required level SSHO, but is not the primary SSHO.

SECTION 01 35 26 Page 4

1.2.2 Competent Person (CP)

The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are unsanitary, hazardous, or dangerous to personnel, and who has authorization to take prompt corrective measures to eliminate them.

1.2.3 Qualified Person (QP)

The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.

1.3 SUBMITTALS

Government Acceptance or Approval does not remove responsibility from the Contractors for their actions or liability.

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-01 Preconstruction Submittals

Accident Prevention Plan (App); G

SD-06 Test Reports

Accident Reports; G

LHE Inspection Reports

Monthly Exposure Reports; G

SD-07 Certificates

Crane Operators/Riggers; G

Activity Hazard Analysis (AHA); G

Critical Lift Plan ; G

Standard Lift Plan; G

Certificate of Compliance

Hot Work Permit

1.4 PUBLIC HEALTH EMERGENCIES

In the event of a declared public health emergency, follow safety precautions as required by the Occupational Safety and Health Administration (OSHA) www.osha.gov , the Centers for Disease Control and

SECTION 01 35 26 Page 5

Prevention (CDC) www.cdc.gov , and as required by federal, state and local requirements.

1.5 MONTHLY EXPOSURE REPORTS

Provide a Monthly Exposure Report by the fifth of each month. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the progress payment.

1.6 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of this Contract, comply with the most recent edition of USACE EM 385-1-1 , and all applicable laws, ordinances, criteria, rules and regulations at the date of the Solicitation for this Contract. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.7 SITE QUALIFICATIONS, DUTIES, AND MEETINGS

1.7.1 Site Safety and Health Officer (SSHO)

1.7.1.1 Requirements of SSHO

Refer to EM 385-1-1, Chapter 2, Section 8, for SSHO General Requirements.

The Contractor must employ one Level 1 SSHO who is responsible for ensuring all site personnel are implementing SOH requirements according to the contract, EM 385-1-1 applicable federal, state and local requirements.

1.7.1.2 Qualifications of SSHO

All SSHOs will have met the training, experience requirements identified in the EM 385-1-1 and this Contract.

1.7.1.3 Duties of SSHO

All SSHOs will carry out the roles and responsibilities as identified in this Contract and the EM 385-1-1 . All SSHOs will be designated on an ENG Form 6282, provided by the Contracting Officer. The SSHO may not serve as the Quality Control Manager. The SSHO may not serve as the Superintendent.

Superintendent, QC Manager, and SSHO are subject to dismissal if their required duties are not being effectively carried out. If either the Superintendent, QC Manager, or SSHO are dismissed, project work will be stopped and will not be allowed to resume until a suitable replacement is approved and the above duties are again being effectively carried out.

1.7.1.4 Safety Meetings

Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.

Conduct meetings at least once a month for all supervisors at the project location. The SSHO, supervisors, or foremen must conduct meetings at

SECTION 01 35 26 Page 6 least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. 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.

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.

1.7.2 Roles and Responsibilities of Prime Contractor and SSHO

The Prime Contractor and SSHO must ensure that the requirements of all applicable OSHA and EM 385-1-1 are met for the project. The Prime Contractor must ensure an SSHO or an equally qualified Alternate SSHO(s) is at the worksite at all times to implement and administer the Contractor's safety program and Government accepted Accident Prevention Plan. If the required SSHO has to temporarily (that is, up to 24 hours / 1 day) leave the site of work due to unforeseen or emergency situations, a Level One, Two, or Three SSHO may be used in the interim and must be on the site of work at all times when work is being performed.

If the SSHO must be off-site for a period longer than 24 hours / 1 day, a qualified alternate that meets the contract requirements must be onsite.

a. Prime contractor must ensure all SSHOs will:

(1) Are designated on an ENG Form 6282.

(2) Meet minimum training and experience requirements identified in EM 385-1-1 .

(3) Execute roles and responsibilities identified in EM 385-1-1 .

1.7.3 Competent Person for Confined Space Entry

Provide a CP for Confined Space Entry who meets the requirements of EM 385-1-1 and herein. The CP for Confined Space Entry must supervise the entry into each confined space in accordance with EM 385-1-1 .

1.7.4 Preconstruction Coordination Conference and Mutual Understanding Meeting

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction conference. This includes the project superintendent, Site Safety and Occupational Health Officer, quality control manager, SECTION 01 35 26 Page 7 or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the Contract. This list of proposed AHAs will be reviewed and an agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis. In addition, establish a schedule for the preparation, submittal, and Government review of AHAs to preclude project delays. The creation of the APP and Schedule will be created after being given Notice to Proceed.

c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction. Work is not permitted to begin until an APP is established that is acceptable to the Contracting Officer.

d. After award of the contract but prior to commencement of any work at the site, the Contractor shall meet with the Contracting Officer at a Preconstruction Coordination Conference. The purpose of the conference is to acquaint the Contractor with the United States Army Corps of Engineers administrative policy, to give emphasis to certain contract requirements considered unique or distinctive and to introduce personnel who will be representing the Contractor and the USACE Resident Office. The Preconstruction Conference attempts to address significant elements of administrating the contract in sufficient detail to permit all parties to fully understand what is expected of them; to reach an understanding of the scope and conditions of the work; and to outline the authorities of all personnel involved in the work. It is also established at this meeting that the Government personnel will be fair but firm and in strict accordance with contract provisions in all dealings with the Contractor. A comprehensive conference does much to minimize many misunderstandings that might otherwise subsequently occur and facilitates the performance of the work. Major subcontractors who will engage in the work shall also attend. The Government will set the date and location for the Preconstruction Conference, establish the agenda, and provide meeting minutes. The Contractor should expect the Preconstruction Conference to take no less than 4 hours and no more than 8 hours.

1.7.5 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

SECTION 01 35 26 Page 8

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 email 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.

1.7.6 ENVIRONMENTAL MUTUAL UNDERSTANDING MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the Environmental Protection Plan (EPP), meet with the Contracting Officer and discuss the details of the Contractor's environmental protection. Submit the Environmental Protection Plan prior to the Mutual Understanding Meeting. During the meeting, a mutual understanding relative to the details of environmental protection, including measures for protecting natural and cultural resources, required reports, required permits, permit requirements (such as mitigation measures), and other measures to be taken. 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 EPP system or procedures which may require corrective action by the Contractor.

1.7.7 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.

1.8 ACCIDENT PREVENTION PLAN (APP)

1.8.1 Accident Prevention Plan (APP)

Submit the Accident Prevention Plan (APP) for review and acceptance by the Government at least 15 calendar days prior to the start, after being given Notice to Proceed. A competent person must prepare the written site-specific APP. Prepare the APP in accordance with the format and

SECTION 01 35 26 Page 9 requirements of EM 385-1-1 , ENG Form 6293, and herein. The APP must be job-specific and address any unusual or unique aspects of the project or activity for which it is written. The APP must interface with the Contractor's overall safety and occupational health program referenced in the APP in the applicable APP element, and made site-specific. Describe the methods to evaluate past safety performance of potential subcontractors in the selection process. Also, describe innovative methods used to ensure and monitor safe work practices of subcontractors.

The Government considers the Prime Contractor to be the "controlling employer" for all worksite safety and health of the subcontractors.

Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the Contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out. The APP must be signed in accordance with the APP and ENG Form 6293 Accident Prevention Plan Worksheet. The SSHO must provide and maintain the APP and a log of signatures by each subcontractor foreman, attesting that they have read and understand the APP, and make the APP and log available on-site to the Contracting Officer. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.

Submit an outline for the APP no more than 30 calendar days after contract award. Submit the full APP so that Government approval is obtained no more than 60 calendar days after issuance of the NTP. Work cannot proceed without an accepted APP. Once reviewed and accepted by the Contracting Officer, the APP and attachments will be enforced as part of the Contract. Disregarding the provisions of this Contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Continuously review and amend the APP, as necessary, throughout the life of the Contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure (i.e., imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery.

Eliminate and remove the hazard. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSP A10.34 ), and the environment.

1.8.2 Names and Qualifications

Provide plans in accordance with the requirements outlined in EM 385-1-1 , including the following:

a. Names and qualifications (resumes including education, training, experience and certifications) of site safety and health personnel designated to perform work on this project to include the designated Site Safety and Health Officer and other competent and qualified personnel to be used. Specify the duties of each position.

b. As a minimum, designate and submit qualifications of Competent Persons (CP) for each of the following major areas: excavation; scaffolding;

fall protection; hazardous energy; confined space; health hazard recognition, evaluation and control of chemical, physical and

SECTION 01 35 26 Page 10 biological agents; and personal protective equipment and clothing to include selection, use and maintenance. Designate and submit qualifications for additional CPs as applicable to the work performed under this Contract.

1.8.3 Plans

Provide plans in the APP in accordance with the requirements outlined in EM 385-1-1 , including the following:

1.9 ACTIVITY HAZARD ANALYSIS (AHA)

Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an AHA. AHAs must be developed by the Prime Contractor, subcontractor, or supplier performing the work, and provided for Prime Contractor review and approval before submitting to the Contracting Officer. AHAs must be signed by the SSHO, Superintendent, QC Manager and the subcontractor Foreman performing the work. Format the AHA in accordance with EM 385-1-1 or as directed by the Contracting Officer.

Submit the AHA for review at least 15 working days prior to the start of each activity task, or DFOW. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel and the control measures to be implemented.

AHAs must identify competent persons required for phases involving high risk activities, including confined entry, crane and rigging, excavations, trenching, electrical work, fall protection, and scaffolding.

1.9.1 AHA Management

Review the AHA list periodically (at least monthly) at the Contractor supervisory safety meeting, and update as necessary when procedures, scheduling, or hazards change. Use the AHA during daily inspections by the SSHO to ensure the implementation and effectiveness of the required safety and health controls for that work activity.

1.9.2 AHA Signature Log

Each employee performing work as part of an activity, task or DFOW must review the AHA for that work and sign a signature log specifically maintained for that AHA prior to starting work on that activity. The SSHO must maintain a signature log on site for every AHA. Provide employees whose primary language is other than English, with an interpreter to ensure a clear understanding of the AHA and its contents.

1.10 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, including those listed in paragraph REFERENCES. Maintain applicable equipment manufacturer's manuals.

1.11 EMERGENCY MEDICAL TREATMENT

Contractors must arrange for their own emergency medical treatment in

SECTION 01 35 26 Page 11 accordance with EM 385-1-1 . The Government has no responsibility to provide emergency medical treatment.

1.12 NOTIFICATIONS AND REPORTS

1.12.1 Accident Notification

Notify the Contracting Officer in accordance with the EM 385-1-1 Accident Reporting Timeline.

Table Acci dent Repor t i ng Requi r ed Ti mel i ne

Acci dent Type Not i f y KO or COR Compl et e Fi nal Acci dent Repor t on ENG 3394 and pr ovi de t o KO or COR

Fatality, in-patient hospitalization, amputation, eye loss, or property damage over $600,000.

Immediately, no later than (NLT) 8 Hours

Within 7 Days

All other accidents and near misses

Immediately, no later than (NLT) 24 Hours

Within 7 Days

Within notification include Contractor name; Contract title; type of Contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (for example, type of construction equipment used and PPE used). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted. Assist and cooperate fully with the Government's investigation(s) of any accident or near miss.

1.12.2 Accident Reports

a. Conduct an accident investigation for recordable injuries and illnesses, property damage, and near misses as defined in EM 385-1-1 , to establish the root cause(s) of the accident. All accidents are reportable, regardless of whether or not it is recordable. Complete the applicable USACE Accident Report, ENG Form 3394, and provide the report to the Contracting Officer within 7 calendar days of the accident. The Contracting Officer will provide copies of any required or special forms. All accidents are reportable, regardless of whether or not it is recordable.

b. Near Misses: For Army projects, report all "Near Misses" to the Contracting Officer, using local accident reporting procedures, within 24 hours. The Contracting Officer will provide the Contractor the required forms. Near miss reports are considered positive and proactive Contractor safety management actions.

c. Conduct an accident investigation for any load handling equipment accident (including rigging accidents) to establish the root cause(s) of the accident. Complete the LHE Accident Report (Crane and Rigging

SECTION 01 35 26 Page 12

Accident Report) form and provide the report to the Contracting Officer within 30 calendar days of the accident. Do not proceed with crane operations until cause is determined and corrective actions have been implemented to the satisfaction of the Contracting Officer. The Contracting Officer will provide a blank copy of the accident report form.

1.12.3 LHE Inspection Reports

Submit LHE inspection reports required in accordance with EM 385-1-1 and as specified herein with Daily Reports of Inspections.

Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging Provide a Certificate of Compliance for LHE entering an activity under this Contract and in accordance with EM 385-1-1. Post certifications on the crane. Develop a Standard Lift Plan (SLP) in accordance with EM 385-1-1 and using Standard Pre-Lift Crane Plan/Checklist for each lift planned. Submit SLP to the Contracting Officer for approval within 15 calendar days in advance of planned lift.

1.13 HOT WORK PERMIT

1.13.1 Permit and Personnel Requirements

Submit and obtain a written permit prior to performing "Hot Work" (i.e., welding or cutting) or operating other flame-producing/spark producing devices, from the Fire Department. A permit is required from the Explosives Safety Office for work in and around where explosives are processed, stored, or handled. Contractors are required to meet all criteria before a permit is issued. Provide at least two 20 pound 4A:20 BC rated extinguishers for normal "Hot Work". The extinguishers must be current inspection tagged, and contain an approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "Hot Work" done at this activity. The Fire Watch must be trained in accordance with NFPA 51B and remain on-site for a minimum of 1 hour after completion of the task or as specified on the hot work permit.

When starting work in the facility, require personnel to familiarize themselves with the location of the nearest fire alarm boxes and place in memory the emergency Fire Department phone number. Report any fire, no matter how small, to the responsible Fire Department and the Contracting Officer immediately.

1.13.2 Work Around Flammable Materials

Obtain permit approval from a NFPA Certified Marine Chemist, or Certified Industrial Hygienist for "Hot Work" within or around flammable materials (such as fuel systems or welding/cutting on fuel pipes) or confined spaces (such as sewer wet wells, manholes, or vaults) that have the potential for flammable or explosive atmospheres.

Whenever these materials, except beryllium and chromium (VI), are encountered in indoor operations, local mechanical exhaust ventilation systems that are sufficient to reduce and maintain personal exposures to within acceptable limits must be used and maintained in accordance with manufacturer's instruction and supplemented by exceptions noted in

EM 385-1-1 .

SECTION 01 35 26 Page 13

1.14 CONFINED SPACE ENTRY REQUIREMENTS

Confined space entry must comply with EM 385-1-1 , 29 CFR 1926 , 29 CFR 1910 , and Directive CPL 2.100 . Any potential for a hazard in the confined space requires a permit system to be used.

1.14.1 Rescue Procedures and Coordination with Local Emergency Responders

Develop and implement an on-site rescue and recovery plan and procedures.

The rescue plan must not rely on local emergency responders for rescue from a confined space.

1.15 SEVERE STORM PLAN

In the event of a severe storm warning, the Contractor must comply with the applicable Storm Plan and:

a. Secure outside equipment and materials and place materials that could be damaged in protected areas.

b. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities.

c. Ensure that temporary erosion controls are adequate.

1.16 CONTRACTOR GUIDELINES

Attached at the end of Section 01 95 00 FORMS AND ATTACHMENTS, is LRNP-385-1-2 CONTRACTOR GUIDELINES for the preparation of the Accident Prevention Plan (APP) and the Activity Hazard Analysis (AHA).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONSTRUCTION AND OTHER WORK

Comply with EM 385-1-1 , NFPA 70 , NFPA 70E, NFPA 241 , the APP, the AHA, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.

PPE is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times in designated noise hazardous areas or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

a. Head Protection that meets ANSI/ISEA Z89.1

b. Long Pants

c. Appropriate Safety Footwear

d. Appropriate Class Reflective Vests

SECTION 01 35 26 Page 14

3.1.1 Worksite Communication

Employees working alone in a remote location or away from other workers must be provided an effective means of emergency communications (i.e., cellular phone, two-way radios, land-line telephones or other acceptable means). The selected communication must be readily available (easily within the immediate reach) of the employee and must be tested prior to the start of work to verify that it effectively operates in the area/environment. Develop an employee check-in/check-out communication procedure to ensure employee safety.

3.1.2 Hazardous Material Exclusions

Notwithstanding any other hazardous material used in this Contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used in accordance with EM 385-1-1 such as nuclear density meters for compaction testing and laboratory equipment with radioactive sources) as well as materials which contain asbestos, mercury or polychlorinated biphenyls, di-isocyanates, lead-based paint, and hexavalent chromium, are prohibited. The Contracting Officer, upon written request by the Contractor, may consider exceptions to the use of any of the above excluded materials. Low mercury lamps used within fluorescent lighting fixtures are allowed as an exception without further Contracting Officer approval. Notify the Radiation Safety Officer (RSO) prior to excepted items of radioactive material and devices being brought on base.

3.1.3 Unforeseen Hazardous Material

Contract documents identify materials such as PCB, lead paint, and friable and non-friable asbestos and other OSHA regulated chemicals (i.e., 29 CFR Part 1910.1000). If material(s) that may be hazardous to human health upon disturbance are encountered during demolition, repair, renovation, or construction operations. Stop that portion of work and notify the Contracting Officer immediately. Within 14 calendar days the Government will determine if the material is hazardous.