A.02.11 22B0004 - Jackson Hole Levee Veggie-Rap IV Tech Specs.pdf

Jackson Hole Levee Veggie-Rap IV W912EF22B0004

JH500895LEVEGRIV

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 GENERAL REQUIREMENTS

01 11 00.00 28 SUMMARY OF WORK

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 22 00.00 28 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.01 28 CONTRACTOR QUALITY CONTROL (SHORT FORM)

01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.01 28 ENVIRONMENT PROTECTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 41 10.61 28 LEVEE REPAIR

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SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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DOCUMENT 00 01 15.00 28 Page 2

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GENERAL

SN-952-29/1 G-001 COVER SHEET AND LOCATION MAPS

SN-952-29/2 G-002 INDEX SHEETS

SN-952-29/3 C-101 PLAN - NORTHERN LEVEE LOCATIONS

SN-952-29/4 C-102 PLAN - SOUTHERN LEVEE LOCATIONS

SN-952-29/5 C-301 TYPICAL LEVEE PROFILE REPAIRS

SN-952-29/6 C-302 TYPICAL LEVEE PROFILE AREA FOR CLEARING

GRUBBING

SN-952-29/6 C-901 PHOTOGRAPHS RIPRAP AND KEYING EXAMPLES

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. No For Information Only drawings are available on CAD.

b. The Contractor assumes all risks associated in using electronic CAD drawings.

c. Electronic copies of CAD drawings are only available in Bentley DGN format.

d. The contract drawings govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor must promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

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

CONTRACTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 00 00.00 28 Page 1

SECTION 01 00 00.00 28 Page 2

SECTION 01 00 00.00 28

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 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 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:

Federal Veteran Employment Information http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wct.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans.pdf

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY OF WORK

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

SECTION 01 11 00.00 28 Page 1

SECTION 01 11 00.00 28 Page 2

SECTION 01 11 00.00 28

SUMMARY OF WORK

PART 1 GENERAL

This summary of work is a generalized description of work and is not all inclusive. Technical specification requirements will apply to all task orders to be issued under this contract.

1.1 SUMMARY OF WORK

The work involves clearing and grubbing (vegetation removal), concrete debris removal, and repairs of levees on the Jackson Project Levees located near Jackson, Wyoming. Levee repairs consist of hauling and placing riprap (also known as armor), hauling and placing fill material, and re-keying of existing riprap supplied by one (1) of five (5) Government furnished stockpile sites.

The repair sites are divided into two regions, local and alternate. Review Plans and specs for further details and repair sites. Alternate regions are all project levees and locations not included in the local regions.

The Evans levee has approximately 3,500 tons of concrete slab debris intertwined with other riprap and fill. The contractor is to remove ALL concrete slab debris during the construction process and properly dispose the concrete debris according to all Federal, State and Local laws.

All vegetation on the water side of the levee is to be cleared. All vegetation on the land side of the levee is to be cleared 15 feet from the where the crest point of the levee begins.

The objective of this work is to return levees to the design profile and to perform emergency and post-spring runoff repairs of damaged levees.

The Snake River and the Gros Ventre River in the vicinity of the work sites are considered Class 1 and 2 waters under Wyoming water quality laws which are administered by the Wyoming Department of Environmental Quality (DEQ), Water Quality Division(WQD).

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 FIELD VERIFICATION OF SITE CONDITIONS

1.4 CONTRACT DRAWINGS

1.5 SCHEDULES

1.5.1 Project Schedule

1.5.2 Contractor's Schedule

1.5.3 Contractor's Working Hours at the Job Site

1.6 PRE-WORK AND POST WORK SURVEYS

1.7 PROJECT SUPERINTENDENT

1.8 KEY PERSONNEL SUBSTITUTION

1.9 CONTRACTORS EMPLOYEE REQUIREMENTS

1.9.1 Contractor Identification

1.9.2 Pre-Screen Candidates Using E-Verify Program

1.10 POST AWARD MEETINGS

1.10.1 Pre-Work Meeting

1.10.2 Pre-Construction Meeting

1.10.2.1 Minutes

1.11 LEVEE ACCESS

1.11.1 Pedestrian Access

1.11.2 Road, Levee and Bridge Restrictions

1.11.3 JY Ranch And John Dodge Levees

1.11.4 Gate Security At Stockpiles And Levee Repair Locations

1.12 STOCKPILE LOCATIONS FOR RIPRAP AND FILL

1.12.1 Main Stockpile

1.13 CONTRACTOR STORAGE AND OPERATIONAL RESTRICTIONS

1.13.1 Main Stockpile Storage Area

1.13.2 Individual Work Site Storage Areas

1.13.3 Contractor Vehicle Access

1.14 CLEANING OF TRUCKS ENTERING PUBLIC ROADWAYS

1.15 RIPRAP HAULING TRUCKS

1.16 FLAGGERS AND SIGNAGE

1.17 SAFETY

1.17.1 Accident Prevention

1.17.1.1 Safety Requirements

1.17.1.2 Corrective Action by the Contractor

1.17.2 Accident Prevention Plan (APP)

1.17.2.1 Names and Qualifications

1.17.3 Activity Hazard Analysis

1.17.4 Site Safety and Health Officer (SSHO)

1.17.5 Subcontractors

1.17.6 Competent Person Qualifications

1.18 REQUIRED LIABILITY INSURANCE

1.19 FIRE CONTROL

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1.19.1 Fire Hazards

1.19.2 Fire Equipment

1.19.3 Fire Procedures

1.20 SITE ACCESS

1.21 SANITATION FACILITIES

1.22 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.23 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.23.1 Repairing Levee Surface and Access Roads

1.24 EQUIPMENT LIST

1.25 TESTING OF EQUIPMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 USE OF SCALES FOR ITEMS PAID BY THE TON

3.1.1 General Requirements

3.1.2 Use Of Loader Scales

3.1.3 Scales At Main Stockpile Site

ATTACHMENTS:

APP Requirements Form

AHA template

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SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Comply with the current edition and all changes posted on the web as of the effective date of this solicitation.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only.

Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G, C

Equipment List ; I, C

Pre-Work Survey Photos And Report; I, C

Project Superintendent ; I, C

Pre-Screen Candidates Using E-Verify Program ; G, C

Contractor's Schedule ; G, C

Accident Prevention Plan (App) ; G, C

Activity Hazard Analysis ; G, C

Site Safety And Health Officer (SSHO) ; G, C

30 Hour OSHA Certificate ; G, C

Scale Certification Document ; G, C

Certificate Of Liability Insurance ; G, C

SECTION 01 11 01.00 28 Page 3

SD-07 Certificates

Key Personnel Substitution ; G, C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I, C

1.3 FIELD VERIFICATION OF SITE CONDITIONS

Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.

1.4 CONTRACT DRAWINGS

Contract drawings are the set of Design Drawings furnished by the Government for this contract. Contract Drawings form a part of the legal contract between the Contractor and Government, and do NOT include FIO's or Resource Drawings.

1.5 SCHEDULES

The following schedules are furnished by the Contractor at the pre-work meeting for each task order.

1.5.1 Project Schedule

a. Furnish a schedule for the complete project in accordance with Clause 52.236-15 Schedules for Construction Contracts within 15 days after receipt of Notice to Proceed.

b. Email an electronic copy of the schedule, in the original format the schedule was developed in (e.g. .xer, .xls., .mpp, etc.), to the Government Representative. See SECTION 01 33 00 SUBMITTAL PROCEDURES paragraph "Electronic Copies" for email address.

1.5.2 Contractor's Schedule

Furnish a schedule of days and hours that Contractor plans to work at the site. Provide at least 48 hours notification of any change to the schedule to allow scheduling of Government personnel and inspection.

Exception to this requirement may be allowed by the Government Official in case of schedule change due to emergency conditions.

1.5.3 Contractor's Working Hours at the Job Site

Work at the job sites is accomplished between the hours of 7:00 a.m. to 6:30 p.m. each workday unless otherwise specified herein, or authorized in advance by the Government Official.

1.6 PRE-WORK AND POST WORK SURVEYS

Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Government Official at the work areas. In particular, document damaged facilities such as gates, damage to lawns, cracked or potholed pavement, and washboarding on roads.

Document the results of the survey by digital photographs and descriptive narrative reports. Submit a color copy of the survey photographs and narrative reports to the Government Official within five (5) days after

SECTION 01 11 01.00 28 Page 4 survey has been completed.

Document the conditions of the levee, access roads, and structures including gate and cattle guards in a report submitted before the start of the work. Submit a new survey at the conclusion of the work and note any changes.

1.7 PROJECT SUPERINTENDENT

The Project Superintendent is required on the worksite, when work is being performed, until all work is completed and accepted for this contract.

Assign a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction.

1.8 KEY PERSONNEL SUBSTITUTION

Government Official approval is required if the Contractor plans on replacing any Key personnel (i.e: Project Superintendent, CQC System Manager, or CQC staff Members). Personnel must possess qualifications that meet or exceed those stated in this contract for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.9 CONTRACTORS EMPLOYEE REQUIREMENTS

1.9.1 Contractor Identification

Hard hats meeting the requirements of EM 385-1-1 are required for every Contractor employee (prime or subcontractor). Hardhats must display the Prime Contractor name, subcontractor name, and the employee's name.

Contractor employee hardhats are not to be white with red markings. The Project Superintendent is responsible to enforce this requirement.

1.9.2 Pre-Screen Candidates Using E-Verify Program

Pre-screen Candidates using the E-verify Program located on the following website ( http://www.uscis.gov/e-verify ) to meet established employment eligibility requirements for ALL employed workers, including sub contractors. Ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-Verify system.

Provide an initial list of verified/eligible Candidates to the Government Official prior to any on-site work being performed.

1.10 POST AWARD MEETINGS

1.10.1 Pre-Work Meeting

A combined Pre-Work/Pre-Construction Meeting will be held within 15 calendar days after receipt of Notice to Proceed with each task order issued under this contract. Senior level members of the Contractor's staff and the Contractor's Project Superintendent and QC system manager must attend this meeting. The Government will lead the first portion (Pre-Work) of the meeting and take the meeting minutes. The Government will discuss the overall contract requirements.

SECTION 01 11 01.00 28 Page 5

1.10.2 Pre-Construction Meeting

The Pre-Construction part of the meeting is lead by the Project Superintendent. Include discussion about the Contractor's plan on executing the work at the Project site, schedule, plan for implementing safety and quality control at the meeting. The Government will have key members from the Project staff to discuss Environmental issues for the Project.

1.10.2.1 Minutes

The Government will take the meeting minutes and send them electronically to the Contractor within 4 business days after meeting.

1.11 LEVEE ACCESS

The levees are located on both public lands and on private property. The maximum speed is 15 MPH on all levees. Exception: If the Walton Levee is closed to the public, the speed limit is 25 MPH. Otherwise, the Contractor is responsible to maintain a safe speed to ensure public safety while in proximity to pedestrians.

1.11.1 Pedestrian Access

Due to public pedestrian access on the Walton Levee, the Contractor is responsible to maintain a safe speed to ensure public safety while in proximity to pedestrians.

This also applies to the Public and Boat Ramp Levees, which also allow public access.

1.11.2 Road, Levee and Bridge Restrictions

There are road, levee and bridge restrictions in the area. The Contractor is responsible for following the local road, levee and bridge restrictions in the Project area. Contact the Teton County Roads and Levees Department for current information. There are weight limitations on some roads and levees. Coordinate with the COR on which roads have weight limitations.

1.11.3 JY Ranch And John Dodge Levees

The speed limit on the Snake River Ranch access road to the JY Ranch and John Dodge Levees has a speed limit of 20 mph. No trucks are permitted to drive across the cattle guards on the JY Ranch and John Dodge Levees. All trucks must use the by-pass adjacent to the cattle guards. The Contractor should anticipate the Snake River Ranch Road will be closed for cattle operations approximately 5 days in October, and 2 days in November. To coordinate for closure dates contact the Government Official.

1.11.4 Gate Security At Stockpiles And Levee Repair Locations

Each work site is protected by one or more gates. To prevent cattle and other livestock from escaping, unless otherwise instructed, the Contractor must immediately close gates after passing though them.

1.12 STOCKPILE LOCATIONS FOR RIPRAP AND FILL

A Government Official will designate one (1) of the five (5) quarry areas

SECTION 01 11 01.00 28 Page 6 to draw levee repair material from, for ALL contractor delivered riprap and fill material. If the government is contracted for fill material delivery directly to the site of work, that delivery will be coordinated with the contractor.

1.12.1 Main Stockpile

The main stockpile is located approximately five miles northwest of the city of Jackson, Wyoming, in the NE 1/4 of Section 24, Township 41 North, Range 117 West, Lat N43 30' 28.19", Long W110 49' 49.94".

Access to the Main Stockpile is via east Snake River Levee Road (Walton Levee) immediately east of Snake River Bridge on Highway 22. Travel north on levee road approximately one (1) mile to the stockpile.

1.13 CONTRACTOR STORAGE AND OPERATIONAL RESTRICTIONS

1.13.1 Main Stockpile Storage Area

The main stockpile may be used as a storage and staging area. The storage and staging area may be used for activities such as setup of an office trailer, parking of contractor vehicles, storage of materials and equipment and for work activities such as stockpiling materials. Blocking vehicle traffic with stored equipment is prohibited.

Security at the storage and staging site will be the Contractor's responsibility. Temporary security fencing may be installed in a manner approved by the Government Official. Security fencing may not be installed in a manner that damages existing facilities, such as punching post holes in existing pavement.

1.13.2 Individual Work Site Storage Areas

Only store equipment at individual levee work sites during periods of work activity at that site. The Government will not be liable for the theft or destruction of any Contractor's tools or equipment. Do not block vehicle or pedestrian traffic with stored equipment.

1.13.3 Contractor Vehicle Access

Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles must display suitable permanent or temporary identification.

1.14 CLEANING OF TRUCKS ENTERING PUBLIC ROADWAYS

Sufficiently clean trucks entering public roadways to prevent creating mud tracks on the highway pavement. Clean trucks using pressure washers or other approved means as needed.

1.15 RIPRAP HAULING TRUCKS

Provide high-lift tailgates or other positive means to prevent rocks from falling from the trucks during transport.

1.16 FLAGGERS AND SIGNAGE

Provide flaggers, signage and necessary permits for trucks or equipment entering onto public roadways where required by the Wyoming Transportation

SECTION 01 11 01.00 28 Page 7

Department or local ordinances.

1.17 SAFETY

1.17.1 Accident Prevention

In accordance with Contract Clause 52.236-13 ACCIDENT PREVENTION the Contractor must provide and maintain work environments and procedures that will safeguard the public, Government personnel, Contractor personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities.

1.17.1.1 Safety Requirements

The Contractor must comply with the requirements of EM 385-1-1 .

https:/www.publications.usace.army.mil/Portals/76/Publications/ EngineerManuals/EM_385-1-1.pdf

1.17.1.2 Corrective Action by the Contractor

Whenever the Government Official detects any noncompliance with these requirements or any condition that poses a serious or imminent danger to the health or safety of any personnel, the on site Corps representative will notify the Contractor and request immediate initiation of corrective action. Lack of notice from the on site Corps representative does not relieve the Contractor from compliance requirements and responsibility.

After receipt of notice from the on site Corps representative, the Contractor must immediately take corrective action. Such notice, when delivered to the Contractor at the site of the work, is deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Government Official may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

1.17.2 Accident Prevention Plan (APP)

A qualified person must prepare and submit the APP, in accordance with the format and requirements of EM 385-1-1, and as supplemented herein. See the attached APP Requirements Form for guidance.

a. The APP must be job specific and address any unusual or unique aspects of the project or activity. Cover all paragraph and subparagraph elements in EM 385-1-1.

b. Interface the APP with the overall safety and health program and be site-specific.

c. Evaluate past safety performance when selecting subcontractors.

d. The Prime Contractor is the "controlling authority" for all work site safety and health of the subcontractors. Inform the subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance.

e. Coordinate the work to prevent one craft from interfering with or creating hazardous working conditions.

f. Ensure the accident prevention responsibilities are being adhered to by the contractor and subcontractor.

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g. The APP must be signed off by an officer of the Prime Contractor, The SSHO, the QC manager and any designated Certified Safety Professional (CSP) and Certified Health Physicist (CIH).

h. The SSHO maintains a log of signatures for each subcontractor foreman, attesting that they read and understand the APP. Make the APP and log available on-site, and to the Government Official.

i. Provide an interpreter if English is not the foreman's primary language.

j. The approved APP will be enforced as part of the contract. Work cannot proceed without an accepted APP.

k. The Government Official can stop work on the contract if the contractor or subcontractors disregard the contract provisions or the

APP.

l. Continuously review and amend the APP, as necessary, throughout the life of the contract.

m. The Government Official, project superintendent, SSHO and the QC manager must concur with an changes to the APP.

n. Incorporate unusual or high-hazard activities not identified in the original APP.

1.17.2.1 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. Qualifications of competent and of qualified persons. As a minimum, designate and submit qualifications of competent persons for excavation.

1.17.3 Activity Hazard Analysis

Prior to beginning each major phase of work, an activity Hazard Analysis is prepared by the Contractor in accordance with EM 385-1-1 and provided to the Government Inspector. An acceptable AHA template is attached to the end of this Section. The Government will furnish an electronic file of the AHA at the pre-work meeting.

1.17.4 Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) is employed by the Prime Contractor and required to be at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The SSHO can be assigned as the Project Superintendent on this project. The SSHO must meet the following requirements:

SECTION 01 11 01.00 28 Page 9

a. A minimum of 5 years safety work on similar projects.

30-hour OSHA construction safety class or equivalent within the last 5 years.

b. An average of at least 24 hours of formal safety training every four years.

c. Competent person training as needed.

Submit 30 Hour OSHA certificate showing SSHO has completed the course as specified.

1.17.5 Subcontractors

Compliance with the accident prevention and safety requirements by subcontractors will be the responsibility of the Contractor.

1.17.6 Competent Person Qualifications

Provide Competent Persons in accordance with EM 385-1-1 , and herein.

Competent Persons are required for high risk activities such as cranes and rigging, excavation/trenching. The CP for these activities must be designated in writing, and meet the requirements for the specific activity (i.e. competent person, fall protection).

The Competent Person identified in the Contractor's Safety and Health Program and accepted Accident Prevention Plan, must be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the the Government Official for information in consultation with the Safety Office. The Competent Person can be the Project Superintendent.

1.18 REQUIRED LIABILITY INSURANCE

Provide a Certificate of Liability Insurance for each task order in accordance with FAR Clause 52.228-5 to the Government prior to the start of work.

When performing work for the Government, the Contractor must procure and maintain during the entire period of his performance under this contract the following minimum insurance:

(i) Coverage complying with state laws governing insurance requirements pertaining to Workmen's Compensation and Employers" Liability Insurance.

(ii) Bodily injury liability insurance with minimum limits of $500,000 per occurrence shall be required on the comprehensive form of policy.

(iii) Automobile bodily injury and property damage liability with minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury liability; and $20,000 per occurrence for property damage liability shall be required.

(iv) The coverage required under Longshoremen and Harbor Workers Compensation Act.

SECTION 01 11 01.00 28 Page 10

(v) The Certificate of Insurance should name the Walla Walla District, US Army Corps of Engineers, 201 North Third Avenue, Walla Walla, WA 99362, as the Certificate Holder.

1.19 FIRE CONTROL

1.19.1 Fire Hazards

The Contractor must eliminate all potential fire hazards that may result from his/her operations of buildings, grounds, equipment, and the storage of supplies, fuels, or cleaning agents. This includes the removal of any accumulation of burnable or flammable materials or debris around chain-linked fences, signs, and other fixtures within the contract area.

1.19.2 Fire Equipment

The Contractor must take precautions to minimize fire hazards caused by work under this contract. One vehicle at the immediate worksite must be equipped with a shovel, bucket, and an 5-B:C fire extinguisher at all times during the performance of work. In addition, equip all equipment with an internal combustion engine with an 5-B:C Fire Extinguisher.

Ensure all fire extinguishers have been checked within twelve (12) months prior to commencement of work by a certified fire extinguisher representative.

1.19.3 Fire Procedures

In the case of a fire within the contract area, the Contractor must first attempt to put out the fire. If this is not possible, notify the fire department. The appropriate Government Official must be notified as soon as possible of the fire and any damage estimates.

1.20 SITE ACCESS

Contractor access to the site for performance of the work is indicated on the drawings.

1.21 SANITATION FACILITIES

The Contractor is to furnish sanitation facilities in accordance with EM 385-1-1 . All sanitation facilities must be secured in a manner that will prevent the facility from being knocked or blown over. The location of all facilities will be subject to Government Official approval.

1.22 REGULAR CLEANUP AND DEBRIS DISPOSAL

Collect and removed all debris resulting from the work regardless of size, such as packing cases, scrap lumber, metal grindings, and all other debris from the project site daily, then dispose debris in a safe, legal manner.

All costs for removing debris are incidental to the work, and no separate payment will be made therefore. The Government's trash cans, dumpster's, etc. cannot be used.

1.23 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Take precautions to prevent damage to existing facilities while performing work under this contract. Upon completion of the work, Ensure all existing facilities not included as a portion of the work are in a condition better than, or equal to the condition existing at time of

SECTION 01 11 01.00 28 Page 11 contract award. Costs for maintenance, repair and restoration of any facilities are considered as incidentals, and included in the contract price.

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.23.1 Repairing Levee Surface and Access Roads

Repair any contractor caused damaged to the levees and road surfaces including washboards, potholes and ruts. At a minimum, utilize a motor grader to restore all graveled surfaces.

1.24 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the project, in duplicate, at the pre-work/pre-construction meeting. Submit a revised list in the event of change of equipment. Lists must include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial and revised lists must indicate the dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

1.25 TESTING OF EQUIPMENT

Inspect and test all machinery, or mechanized equipment before it is used on the job by a qualified person to ensure it is in safe operating condition. Cranes or derricks must be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 . Equipment must be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 USE OF SCALES FOR ITEMS PAID BY THE TON

3.1.1 General Requirements

With the exception of the scales at main stockpile site, the Contractor is responsible for providing, operating, and maintaining scales used for all items measured for payment by the ton. The Contractor is required to perform the following requirements:

a. Items measured for payment by the ton (2,000 pounds) will be measured by weighing each truckload to the nearest 0.1 ton on approved scales before material is placed in the work.

b. Provide self-printing scales and submit weight tickets noting the delivery location to the Government Official within 2 business days of hauling.

c. Certify the scales annually for accuracy within 1 percent throughout the range of the scales by an acceptable scale company representative or by a state inspector prior to weighing any materials. Submit scale certification document for approval.

SECTION 01 11 01.00 28 Page 12

d. Weigh each truck empty each week. Provide legible identification numbers on each truck and on each weight ticket. The truck identification numbers must correspond to the provided equipment list.

See this SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, paragraph

EQUIPMENT LIST.

3.1.2 Use Of Loader Scales

The Contractor can only use loader mounted scales for loading riprap from the Solitude, Wyoming DOT, Upper Imeson, and Taylor Creek Stockpile sites.

Use of loader mounted scales from any other material source is not allowed. All loader scales are calibrated and validated by the Contractor. Print tickets for every individual bucket load. Furnish all scale tickets to the government representative. The Contractor is to ensure soils are not loaded with the riprap when using loader scales.

3.1.3 Scales At Main Stockpile Site

The government will make available to the contractor a certified truck scale at the main stockpile site. The contractor is responsible for all operation of these scales and will coordinate use of the scales with the Teton County Roads and Levees Department. A small portable generator is required for operation of these truck scales and must be furnished and maintained by the Contractor. The scales will furnish printed scale tickets to support measurement and payment under this contract.

SECTION 01 11 01.00 28 Page 13

SECTION 01 11 01.00 28 Page 14

CESO Form A-02 MAR 15

Form A-02 U.S. Army Corps of Engineers

Accident Prevention Plan Checklist

Date of Inspection

Location (Plant or Facility) Contract Number

Contractor Name Project Name

Inspector Name (Print) Inspector Signature

This checklist serves as a guide only, it does not replace or eliminate the need to comply with the requirements set forth in Engineering Manual 385-1-1, Safety and Health Requirements Manual, dated 30 Nov 2014. The references included in this checklist correspond to the applicable sections of EM 385-1-1.

Item Description Yes No N/A Remarks (Any NO or N/A item)

a. Signature sheet

1. Includes the name, title, signature, telephone number, and qualifications of the Plan Preparer (Qualified person, i.e. corporate safety staff person, QC)

2. Includes the name, title, signature, telephone number, and qualifications of the Plan Approver (e.g. owner, company president, regional vice president) (HTRW activities require approval of a Certified Industrial Hygienist, a Certified Safety Professional may approve the plan for operations involving UST removal where contaminants are known to be petroleum, oils, or lubricants).

3. Includes the name(s), title(s), signature(s), telephone number(s), and qualifications for Plan Concurrence (provide concurrence of other applicable corporate and project personnel (contractor)) (e.g. Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project QC.)

b. Background information

1. Includes the Contractor Name.

2. Includes the Contract Number.

3. Includes the Project Name.

4a. Includes the Brief Project Description.

4b. Includes a Discription of the Work to be Performed.

4c. Includes the Location of the Project (map).

4d. Includes the Equipment to be Used.

4e. Includes the Anticipated High Risk Activities.

5. Includes the Major Phases of Work Anticipated.

(Within these major phases of work identified, activities [includes Definable features of Work (DFOWs) and tasks] to be performed that will require an AHA shall be specifically highlighted. This information can then be used by QC, QA and Safety personnel to track AHA submittals. The AHAs for these activities, tasks of DFOWs are NOT submitted at this time (AHAs created/submitted at this time would not be activity-specific as they are intended to be). > See Sections 01.A.14 and 01.A.15.)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Item Description Yes No N/A Remarks (Any NO or N/A item)

c. Statement of Safety and Health Policy.

1. Provide a copy of current corporate/company Safety and Health Policy Statement, detailing commitment to providing a safe and healthful workplace for all employees. (In addition to the corporate policy statement, a copy of the corporate safety program may provide a portion of the information required by the accident prevention plan.)

2. Includes Contractor’s written safety program goals.

3. Includes Contractor’s written safety program objectives.

4. Includes the Contractor Accident Experience (Copy of OSHA 300 Forms, or equivalent documentation).

d. Responsibilities and Lines of Authority.

1. Includes statement of the employer’s ultimate responsibility for the implementation of his SOH program for his own employees, all sub-contractors and all others on the worksite (includes the strict enforcement of the program).

2. Includes the identification and accountability of personnel responsible for safety and health at both the corporate and project level – including their resumes. Qualifications shall be in accordance with Section 01.A.17. (Only official OSHA 30-Hour cards will be accepted or, if equivalent training is provided, appropriate instructor qualifications.)

3. Includes equivalent training to the OSHA 30-Hour classes is being presented as qualification, the training shall cover, as a minimum, the areas discussed in Appendix A, Section 3.d.3.(a-d).

4. Includes the names of Competent (CP) and/or Qualified Person(s) (QP) and proof of competency/qualification to meet specific OSHA CP/QP requirements. (Must include copies of proof of CP/QP).

5. Includes requirements and details of the employer’s Risk Management Process. (USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors and other individual employer’s may use the AHAs or their own version [Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools]. These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.)

6. Includes requirements for initial activity-specific AHAs to be submitted and accepted at preparatory meetings, prior to work being performed;

7. Includes requirements that no work by the Contractor shall be performed unless a designated Competent Person/SSHO is present on the job site.

8. Includes policies and procedures regarding non-compliance with safety requirements (to include disciplinary actions for violation of safety requirements).

9. Lines of authority.

10. Includes written company procedures for holding managers and supervisors accountable for safety.

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Item Description Yes No N/A Remarks (Any NO or N/A item)

e. Subcontractors and Suppliers.

1. Includes the list of subcontractors and suppliers.

(If not known at the time of initial APP submittal, the contractor shall include the following statement in their initial APP: “The subcontractors for the following DFOWs/activities are not known at this time, but additional information will be submitted to the APP for acceptance prior to the start of any activities listed”)

2. Includes safety responsibilities of subcontractors and suppliers.

f. Training

1. Includes requirements for new hire SOH orientation training at the time of initial hire of each new employee.

2. Includes requirements for mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE) and any requirements for periodic retraining / recertification.

3. Includes procedures for periodic safety and health training for supervisors and employees.

4. Includes the requirements for emergency response training.

g. Safety and Health Inspections

1. Includes specific assignment of responsibilities for a minimum daily jobsite SOH inspection during periods of work activity.

1a. Includes the name(s) of individual(s) responsible for conducting safety inspections. (e.g., PM, safety professional, QC, supervisors, employees) 1b. Includes proof of inspector's training / qualifications.

1c. Indicates when inspections will be conducted.

1d. Indicates procedures for documentation. (Furnished sample forms upon which inspections will be recorded.)

1e. Indicates deficiency tracking system and follow-up procedures.

2. Includes any external inspections / certifications which may be required. (e.g., US Coast Guard)

h. Mishap Reporting and Investigation

1. The plan identifies how, when, and who shall complete the Exposure data (man-hours worked).

2a. The plan identifies how, when, and who shall complete mishap investigations, reports, and logs. (The contractor shall report, thoroughly investigate, and analyze all mishaps occurring incidentally to an operation, project or facility for which this manual is applicable.)

2b. The plan identifies how, when, and who shall make immediate notification of major mishaps. (Mishaps shall be reported as soon as possible but not more than 24 hours afterwards to the KO/COR.)

2c. Includes how, when, and who will provide notice to the KO/COR when corrective actions are completed. (Implement corrective actions as soon as reasonably possible.)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable safety and occupational health risks and associated compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:

(1)Include a project-specific compliance plan, as applicable to the work being performed, and as identified below. The plans shall incorporate project-wide procedures to control hazards to which the employees of all project employers may be exposed.

(2) These procedures shall be coordinated with all project employers and shall include project-specific, project-wide emergency response and evacuation procedures, PPE requirements, recordkeeping and reporting requirements, and training requirements.

(3) The plans shall be prepared prior to the start of any work activities on the job site (as much as the information can be known at that point in time). The plans shall be updated throughout the life of the project to include changes in personnel, equipment, conditions, etc. Additional revisions shall be incorporated as necessary to reflect changing site conditions, construction methods, personnel roles and responsibilities and construction schedules.

(4) No activity (DFOW) shall be started on site until the APP is revised and submitted to the GDA for acceptance, with the site-specific plans, programs and procedures required to complete the project.

Item Description Yes No N/A Remarks (Any NO or N/A item)

i. Plans (Programs, Procedures, Assessments, and Evaluations) required by the Safety Manual

1. Fatigue Management Plan (01.A.20)

2. Emergency Plans (01.E):

(a) Procedures & Test (01.E.01)

(b) Spill Plans (01.E.01, 06.A.02)

(c) Fire Fighting Plan (01.E.01; 19.A)

(d) Posting of Emergency Telephone Numbers (01.E.05)

(e) Man overboard/abandon ship (19.A.04)

(f) Plan for prevention of alcohol and drug abuse (01.C.02 & Specs)

3. Site Sanitation/Housekeeping Plan (02.B)

4. Medical Support Agreement. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (03.A.01, 03.A.03)

5. Blood-borne Pathogen Program (03.A.05)

6. Exposure Control Plan (03.A.05)

7. Automatic External Defibrillator (AED) Program (03.B.04)

8. Site Layout Plan (04.A)

9. Access/Haul Road Plan (04.B)

10. Hearing Conservation Program (05.C)

11. Respiratory Protection Plan (05.G)

12. Health Hazard Control Program (06.A)

13. Hazard Communication Program (06.B.01)

14. Process Safety Management Plan (06.B.04)

15. Lead Compliance Plan (06.C.02 & Specifications)

16. Asbestos Abatement Plan (06.C.03 & Specifications)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:

Item Description Yes No N/A Remarks (Any NO or N/A item)

i. Plans (Programs, Procedures) continued.

17. Radiation Safety Program (06.F)

18. Abrasive Blasting Plan (06.I)

19. Heat Stress Monitoring Plan (HSMP) (06.J.02)

20. Cold Stress Monitoring Plan (CSMP) (06.J.04)

21. Indoor Air Quality Management Plan (06.L)

22. Mold Remediation Plan (06.L.04)

23. Chromium (VI) Exposure Evaluation (06.M)

24. Crystalline Silica Assessment (06.N.02)

25. Lighting Plan for Night Operations (07.A.06)

26. Traffic Control Plan (08.C.05)

27. Fire Prevention Plan (09.A.01)

28. Wild Land Fire Management Plan (09.L)

29. Arc Flash Hazard Analysis (11.B)

30. Assured Equipment Grounding Control Program (AEGCP), (11.D.05, Appendix E)

31. Hazardous Energy Control Program and Procedures (12.A.01)

32. Standard Pre-Lift Plan – LHE (16.A.03)

33. Critical Lift Plan – LHE (16.H)

34. Naval Architectural Analysis – LHE (Floating) (16.L)

35. Floating Plant Inspection and Certification (19.A.01)

36. Severe Weather Plan for Marine Activities (19.A.03)

37. Emergency Plan for Marine Activities (19.A.04)

38. Man Overboard/Abandon Ship Procedures (19.A.04)

39. Float Plan for Launches, Motorboats, Skiffs (19.F.04)

40. Fall Protection and Prevention Plan (21.D)

41. Demolition/Renovation Plan (to include engineering survey) (23.A)

42. Rope Access Work Plan (24.H)

43. Excavation/Trenching Plan (25.A.01)

44. Fire Prevention and Protection Plan for Underground Construction (26.D.01)

45. Compressed Air Work Plan for Underground Construction (26.I.01)

46. Erection and Removal Plan for Formwork and Shoring (27.C)

47. Precast Concrete Plan (27.D)

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:

Item Description Yes No N/A Remarks (Any NO or N/A item)

i. Plans (Programs, Procedures) continued.

48. Lift-slab Plans (27.E)

49. Masonry Bracing Plan (27.F.01)

50. Steel Erection Plan (28.B)

51. Explosives Safety Site Plan (ESSP) (29.A)

52. Blasting Plan (29.A; 26.J)

53. Dive Operations Plan (30.A.14, 30.A.16)

54. Safe Practices Manual for Diving Activities (30.A.15)

55. Emergency Management Plan for Diving (30.A.18)

56. Tree Felling/Maintenance Program (31.A.01)

57. Aircraft/Airfield Construction Safety & Phasing Plan (CSPP) (32.A.02)

58. Aircraft/Airfield Safety Plan Compliance Document (SPCD) (32.A.02)

59. Site Safety and Health Plan (HTRW) (33.B)

60. Confined Space Entry Procedures (34.A.05)

61. Confined Space Program (34.A.06)

j. Risk Management Processes (AHAs). Detailed project-specific hazards and controls shall be provided by Activity Hazard Analysis for each activity (DFOW). No work will begin on an activity (DFOW) until the initial AHA has been accepted by the GDA addressing the project-specific hazards. (01.A.14 & 01.A.15) Note: USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors and other individual employer’s may use the AHAs or their own version [Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools].

These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.

Remarks:

U.S. Army Corps of Engineers

Accident Prevention Plan Checklist (cont’d)

Date of Inspection

Other Remarks:

SECTION 01 11 01.00 28 Page 22

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SECTION 01 11 01.00 28 Page 24

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 CLIN 0001 - STAGING ON IMESON LEVEES

1.2 CLIN 0002 - STAGING ON TAYLOR LEVEES

1.3 CLIN 0003 - STAGING ON EVANS LEVEES

1.4 CLIN 0004 - STAGING ON ALTERNATE WORK SITES

1.5 CLIN 0005AA - CLEARING AND GRUBBING IMESON LEVEE #1

1.6 CLIN 0005AB - CLEARING AND GRUBBING IMESON LEVEE #2

1.7 CLIN 0005AC - CLEARING AND GRUBBING IMESON LEVEE #3

1.8 CLIN 0005AD - CLEARING AND GRUBBING TAYLOR LEVEE #1

1.9 CLIN 0005AE - CLEARING AND GRUBBING EVANS LEVEE

1.10 CLIN 0006 - REMOVAL AND DISPOSAL OF CONCRETE DEBRIS

1.11 CLIN 0007AA - REPAIR LEVEE TOE AND REVETMENT WITH GOVERNMENT

TRANSPORTED RIPRAP

1.12 CLIN 0007AB - REPAIR LEVEE TOE AND REVETMENT WITH CONTRACTOR

TRANSPORTED RIPRAP

1.13 CLIN 0008 - REKEYING EXISTING RIPRAP

1.14 CLIN 0009AA - RE-ESTABLISH LEVEE PROFILE WITH GOVERNMENT

TRANSPORTED FILL

1.15 CLIN 0009AB - RE-ESTABLISH LEVEE PROFILE WITH CONTRACTOR

TRANSPORTED FILL

1.16 CLIN 0010AA - RE-ESTABLISH LEVEE PROFILE AT ALTERNATE SITES WITH

GOVERNMENT TRANSPORTED FILL

1.17 CLIN 0010AB -…