A.02.10 Technical Specifications JHL Culvert Repair.pdf

FILL IN CLAUSE INFORMATION for JHL Repair and Replace Project Culverts

(W912EF24B0010)

LOCATION: Teton County, Wyoming

Bidder Inquiry Key: 8CQ75T-BWZ26R

SITE TOUR INFORMATION: Give contract specialist info as to side of the river work is on, location of work, and maybe a possible meeting place. Contract specialist will coordinate with Construction Branch as to date and time and site where bidders should meet Govt rep.

(1) The Contractor shall complete all work on levees by not later than 90 calendar days after the date of award.

(2) The Contractor shall complete final cleanup and demobilization by not later than 15 calendar days after completion of work in (1) above.

(3) The Contractor shall complete the final, approved submission of the following by not later than 30 calendar days after completion of work in (1) above. See SECTION 01 78 00.00 28 CLOSEOUT SUBMITTALS for additional information:

a. As-Built drawings.

b. Working As-Built Drawings.

(End of Clause)

52.000-3014 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with CLAUSE: DEFAULT (FIXED-PRICE CONSTRUCTION) of the CONTRACT CLAUSES. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

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

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

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. A weather delay day is any day when the maximum temperature does not exceed 32 degrees Fahrenheit or when 0.10 inch or more of precipitation occurs. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

Monthly Anticipated Adverse Weather Delay Work Days Based on (7) Day Work Week

Location Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jackson Hole Wyoming

21 15 7 3 3 3 3 3 3 4 9 24

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled workday. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number “Anticipated Adverse Weather Delay Work Days”, above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days and issue a modification in accordance with the CLAUSE: DEFAULT (FIXED PRICE CONSTRUCTION) of the CONTRACT CLAUSES.

(End of Clause)

252.236-7001 CONTRACT DRAWINGS, MAPS, AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

(c) In general--

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference to scale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and also to the contract drawings identified in the drawing’s Index.

(End of Clause)

LISTING OF GOVERNMENT-FURNISHED PROPERTY

(a) The following items will be made available to the Contractor as indicated The Contractor will verify the condition of the property and acknowledge receipt in writing to the Contracting Officer. The Contractor shall provide the Government a minimum 48-hour notice prior to the date that receipt of Government Furnished Property is required.

The following will be provided to the Contractor for incorporation (installation) into the work.

Item No.

Description Quantity Unit Acquisition

Cost

Total Acquisition

Cost 1 Rip Rap 500 Tons $49.78/Ton $24,890 2 Fill Material 1000

Tons $37.00/Ton $37,000

(b) The above estimated acquisition cost is applicable to accounting for Government-furnished property.

This cost shall not be included by the Contractor in the proposal price. (52.245-1, Government Property)

52.211-18 VARIATION IN ESTIMATED QUANTITY (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

(End of Clause)

52.217-7 OPTION FOR INCREASED QUANTITY – SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the performance of the numbered line items, identified in The Schedule as optional items, in the quantity and at the prices stated in The Schedule. The Contracting Officer may exercise the options by written notice to the Contractor at time of award

(End of Clause)

U.S. ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL,

EM 385-1-1

This paragraph applies to contracts and purchase orders that require the contractor to comply with EM 385-1-1 (e.g., contracts that include the Accident Prevention clause at FAR 52.236-13 and/or other safety provisions). EM 385-1-1 and its changes are available on the web.

Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation..

Bidder Inquiry

All inquiries regarding this solicitation are to be submitted via Bidder Inquiry. Telephone and email inquiries will not be accepted. Bidder Inquiry is a web-site that allows bidders to post questions regarding the solicitation and view all questions by other bidders and responses by USACE. Bidder Inquiry can be accessed through ProjNet at (https://www.projnet.org)

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email.

Another email to the same address will notify the prospective vendor once the reply is available for viewing.

TIMING OF BIDDER INQUIRIES: Bidders are encouraged to submit their bidder inquiries promptly. The Government will make every effort to answer all bidder inquiries; however, the closer to the bid or proposal due date an inquiry is received, the less likely it is that a timely response can be provided.

The Bidder Inquiry Key is: 8CQ75T-BWZ26R

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Instructions for Entering Questions:

1. After you are logged in click on the "post new inquiry", it is on the left side of the window under the Word "Submit" a.) This is the window where you will enter your questions b.) Comment Classification: Click on the down arrow to the right of the words “Please select from below”, select “Public” c.) Discipline: This is where you select who this question should be directed to. Example; if the question is about an electrical drawing or specification select: “Electrical” from the pull down list.

d.) Sheet. Enter the sheet number of the drawing you are asking about.

e.) Detail. Enter the detail name of the detail shown on the drawing that you are asking about.

f.) Specification. Enter the Specification number and paragraph number.

g.) File. Use this if you are going to attach a pdf file.

h.) Question. Enter your question here.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be provided any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

For questions about the ProjNet Bidder Inquiry, please contact the Call Center help desk toll free at 217- 367-3276 or (833)389-1097, which operates from 8AM to 5PM (Central US time zone). Bidder inquiry help questions can also be emailed to the helpdesk at staff@projnet.info

Walla Walla District Corps of Engineers (JHL Repair and Replace Project Culverts)

The magnitude of construction is estimated to be between $1,000,000 and $5,000,000

ITEM DESCRIPTION QUANTITY U/M* U/P* AMOUNT

Base Items

0001 Site Work at JY Ranch 183+17 1 JOB XXXXX $________

0002 Site Work at Solitude 02+11 1 JOB XXXXX $________

0003 Site Work at Morgan 16+05 1 JOB XXXXX $________

0004 Site Work at John Dodge 79+02 1 JOB XXXXX $________

0005 Site Work at Public 55+83 1 JOB XXXXX $________

0006 Site Work at JY Ranch 139+75 1 JOB XXXXX $________

0007 Site Work at John Dodge 60+86 1 JOB XXXXX $________

0008 Site Work at Federal Ext. 06+25 1 JOB XXXXX $________

0009 Site Work at John Dodge 60+58 1 JOB XXXXX $________

0010 Site Work at Solitude 00+63 1 JOB XXXXX $________

0011 Load, Transport, and Place Fill 390* TN _______ _________

0012 Load, Transport, and Place Riprap 140* TN _______ _________

0013 Staging To The Walton Stockpile Site 1 JOB _______ $________

SCHEDULE TOTAL $__________

* All Fill and Riprap Quantities are estimated; see Variations in Estimated Quantities Clause

IMPORTANT See Section 01 22 00.00 28; MEASUREMENT AND PAYMENT; Paragraph; Retainage of Payment, for withholding of payment for final deliverables.

U/M* = Unit of Measure U/P* = Unit Price

JHL Repair and Replace Project Culverts W912EF24B0007

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

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

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

01 57 20.01 28 ENVIRONMENT PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DI VI SI ON 03 - CONCRETE

03 30 00.01 28 CAST-IN-PLACE CONCRETE

03 30 90.00 28 CONCRETE

03 45 33.00 28 PRECAST STRUCTURAL CONCRETE

DI VI SI ON 31 - EARTHWORK

31 23 19.20 28 DIVERSION AND CARE OF WATER

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

35 41 10.61 28 CULVERT MODIFICATIONS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 Fi nal / BCOES

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00 28

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 PROJECT SCHEDULE

1.5 POST AWARD MEETINGS

1.5.1 Pre-Work Meeting

1.5.2 Levee Closure Sign

1.5.3 Contractor's Schedule

1.6 SAFETY

1.6.1 Accident Prevention

1.6.1.1 Safety Requirements

1.6.1.2 Corrective Action by the Contractor

1.6.2 Site Safety and Health Officer (SSHO)

1.6.3 Subcontractors

1.6.4 Safety Meetings

1.6.5 ACCIDENT PREVENTION PLAN (APP)

1.6.6 ACTIVITY HAZARD ANALYSIS (AHA)

1.6.7 Sanitation Facilities

1.6.8 Reports

1.6.8.1 Accident Reports

1.6.8.2 Monthly Exposure Reports

1.7 FIELD VERIFICATION OF SITE CONDITIONS

1.8 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.9 EQUIPMENT LIST

1.10 TESTING OF EQUIPMENT

1.11 DISPOSITION OF REMOVED EQUIPMENT

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.13 PRE-WORK AND POST WORK SURVEYS

1.14 FIRE CONTROL

1.15 SUPERINTENDENT

1.15.1 Employees

1.16 SUPERINTENDENT SUBSTITUTION

1.17 GOVERNMENT QUALITY ASSURANCE (QASP)

1.17.1 Contractor Daily Report

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

See section 01 45 00.01 28 for a sample of Quality Control Report, WWD-QCR

SECTION 01 11 01.00 28 Page 1 1

(Rev Sep 85.)

-- End of Section Table of Contents --

SECTION 01 11 01.00 28 Page 2 2

SECTION 01 11 01.00 28

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 SCOPE OF WORK

This work involves replacing and/or removing existing culverts and headwalls in the Jackson Hole levees as indicated, and reestablishing the levee profile. Headwalls will be replaced with precast headwall. Work will also include creating cofferdams during construction to isolate the work area, and concrete work to build new headwalls for culverts. The river that work will be performed along side of is considered class 1 and 2 waters. Fill and riprap to be government furnished. Contractor to provide the other earthen materials.

1.2 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.

AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Occupational Health Requirements Manual

The Contractor is responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

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

29 CFR 1926.16 Rules of Construction

1.3 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Schedule ; G C

SECTION 01 11 01.00 28 Page 3 3

Contractor's Schedule ; G, C

Accident Prevention Plan (APP) ; G C

Activity Hazard Analysis (AHA) ; G C

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

Equipment List ; I C

Pre-Work Survey Photos And Report; I C

List Of Names ; I C

Superintendent ; G C

SD-06 Test Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled REPORTS.

Accident Reports ; I C

Monthly Exposure Reports ; I C

SD-07 Certificates ; I C

Superintendent Substitution ; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

1.4 PROJECT SCHEDULE

The Contractor shall furnish a schedule for the complete project in accordance with Clause 52.236-15 Schedules for Construction Contracts at the pre-work meeting.

1.5 POST AWARD MEETINGS

1.5.1 Pre-Work Meeting

The Contractor shall meet with the Walla Walla District USACE Representative at the Teton County Office Building located in Jackson, Wyoming prior to the beginning of work. The purpose of this meeting is to discuss and develop mutual understandings relative to the general and technical aspects of the work, safety, quality control program, scheduling of work, and environmental protection provisions of the contract.

1.5.2 Levee Closure Sign

Contractor must obtain levee closure signs from Teton County. Coordinate with Contracting Officer for signage .

1.5.3 Contractor's Schedule

Contractor shall furnish a schedule for the complete project detailing the

SECTION 01 11 01.00 28 Page 4 4 dates and time that the Contractor will be mobilizing into the area, working at each site, and demobilizing from the area. Submit the actual daily hours the Contractor intends to work. Work can take place between the hours of 0700 and 1800 hours, daily Monday through Saturday.

Exceptions must be discussed Contracting Officer. The Contractor shall furnish notification of any change of work schedule for each site, regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed by the Contracting Officer in case of schedule change due to emergency conditions.

1.6 SAFETY

1.6.1 Accident Prevention

In accordance with Contract Clause ACCIDENT PREVENTION the Contractor shall 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.

1.6.1.1 Safety Requirements

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

1.6.1.2 Corrective Action by the Contractor

Whenever the Contracting Officer 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 Contracting Officer will notify the Contractor and request immediate initiation of corrective action. Lack of notice from the Contracting Officer does not relieve the Contractor from compliance requirements and responsibility. After receipt of notice from the Contracting Officer, the Contractor shall immediately take corrective action. Such notice, when delivered to the Contractor at the site of the work, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

1.6.2 Site Safety and Health Officer (SSHO)

Provide an SSHO that meets the requirements of EM 385-1-1 Chapter 2. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one

(1) person at each project site to function as the SSHO. The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times, with the exception of temporary absences less than 24 hours discussed below, to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Chapter 2-3.b, and all associated sub-paragraphs including the following.

The SSHO is required to be employed by the Prime Contractor. The SSHO can be assi gned as t he Pr oj ect Super i nt endent on t hi s pr oj ect . The SSHO must also meet the following requirements:

SECTION 01 11 01.00 28 Page 5 5

a. A minimum of 3 years safety work on similar projects.

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

c. Provide documentation that shows the completion of a minimum of 8 hours of formal, on-line, or self-study safety and health related coursework each year during the last five (5) years.

d. See USACE EM 385-1-1 Chapter 2 for additional qualification requirements.

e. ENG Form 6282, Site Safety and Health Officer (SSHO) Designation Letter . The form can be viewed, or downloaded at the following link:

https://www.publications.usace.army.mil/Portals/76/Eng_Form_6282_2023Aug28.pdf

If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR) , as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed.

Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.

The SSHO must comply with EM 385-1-1 Chapter 2-4.b:

1.6.3 Subcontractors

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

1.6.4 Safety Meetings

Shall be conducted and documented as required by EM 385-1-1 . Minutes showing contract title, signatures of attendees and a list of topics discussed shall be attached to the Contractors' daily quality control report. The meeting shall be attended by the following personnel:

(1) Contractor project superintendents

(2) Supervisors and prime contractor employees

(3) Quality control personnel

(4) Safety officer(s)

(5) Subcontractors employees

(6) Contracting officer's QA representatives/safety.

1.6.5 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with the format and requirements of EM 385-1-1 A qualified person must prepare the written, site-specific APP on ENG Form 6293, Accident Prevention Plan (APP) Worksheet. The following conditions apply:

1. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors.

SECTION 01 11 01.00 28 Page 6 6

2. 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.

3. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter .

Submit the APP to the contracting Officer Fi f t een ( 15) cal endar days prior to the date of the preconstruction conference for acceptance. Work cannot precede without an accepted APP. Once reviewed and accepted by the contracting Officer, the APP and attachments will be enforced as part of the contract.

1. 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.

2. 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.

3. 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.

4. 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 ASSP A10.34 ), and the environment.

1.6.6 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with EM 385-1-1 . Submit the AHA electronically for review at least five (5) calendar days prior to the start of each phase. Format subsequent AHAs as amendments to the APP. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls.

The AHA list will be reviewed periodically (at least monthly) at the Contractor supervisory safety meeting and updated as necessary when procedures, scheduling, or hazards change.

The activity hazard analyses shall be developed using the project schedule as the basis for the activities performed. Any activities listed on the project schedule will require an AHA. The AHAs will be developed by the Contractor, supplier or subcontractor and provided to the Prime Contractor for submittal to the Contracting Officer. Contractor may obtain a sample of the AHA from the Contracting Officers Representative at the Pre-Work meeting.

SECTION 01 11 01.00 28 Page 7 7

1.6.7 Sanitation Facilities

The Contractor shall furnish sanitation facilities in accordance with EM 385-1-1 . The location of all facilities will be subject to Contracting Officer approval. All facilities shall be staked to the ground to prevent tip over by winds or placed on a trailer and fastened in such a way as to prevent tip overs. The Contractor shall provide freeze protection during the months of October through March to prevent any spillage.

1.6.8 Reports

1.6.8.1 Accident Reports

a. For recordable injuries and illnesses, and property damage accidents resulting in at least $2,000 in damages shall notify the Contracting Officer within four (4) hours of the accident. The Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident, complete the USACE Accident Report Form 3394 and provide the report to the Contracting Officer within five (5) calendar day(s) of the accident. The Contracting Officer will provide copies of any required or special forms.

b. For any weight handling equipment accident (including rigging gear accidents) the Prime Contractor shall conduct an accident investigation to establish the root cause(s) of the accident, complete the WHE Accident Report (Crane and Rigging Gear) form and provide the report to the Contracting Officer within 30 calendar days of the accident.

Crane operations shall not proceed until cause is determined and corrective actions have been implemented. The Contracting Officer will provide a blank copy of the accident report form.

1.6.8.2 Monthly Exposure Reports

Monthly exposure reporting to the Contracting Officer is required to be attached to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractor.

1.7 FIELD VERIFICATION OF SITE CONDITIONS

The Contractor shall field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction. Any deviations shall be updated as per Section 01 33 00 , SUBMITTAL PROCEDURES, paragraph MAINTAIN WORKING AS-BUILT

CONTRACT DRAWINGS AND FIO DRAWINGS.

1.8 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers, all waste containers provided by the contractor shall be emptied daily.

1.9 EQUIPMENT LIST

The Contractor shall furnish a complete list of all equipment to be used

SECTION 01 11 01.00 28 Page 8 8 on the project. The Contractor shall submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the project and adequate identification or description of each item of equipment.

1.10 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.11 DISPOSITION OF REMOVED EQUIPMENT

Unless otherwise specified in other sections of the specifications, all existing equipment, such as culvert lift gates and lift gate frames, removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner.

Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.

1.12 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall take precautions to prevent damage to existing facilities while performing work under this contract. Upon completion of the work, all the existing facilities not included as a portion of the work shall be left in a condition better than or equal to the condition existing at time of contract award. Costs for maintenance, repair and restoration of any facilities shall be considered as incidental to and included in The Schedule prices.

1.13 PRE-WORK AND POST WORK SURVEYS

The Contractor shall conduct a pre-work survey and a post-work survey, with the Contracting Officer Representative, of each work site. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer.

1.14 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with recommendation NFPA as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.15 SUPERINTENDENT

Submit a resume for Contractor's designated on site project superintendent. This individual will be responsible for quality control and ensuring compliance with all environmental regulations.

SECTION 01 11 01.00 28 Page 9 9

1.15.1 Employees

A list of names of all employees and authorized site supervisor who will be working for the Contractor, including subcontractors and their employees shall be provided as specified in Section 01 14 00.90 28 INTEGRATING

ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC) .

1.16 SUPERINTENDENT SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Superintendent, Quality Control etc.) they must have the approval of the Contracting Officer. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.17 GOVERNMENT QUALITY ASSURANCE (QASP)

1. The Government will monitor the Contractor's performance under this contract using quality assurance procedures developed by the Government. Typical procedures might include random sampling, checklists, customer complaints, and observations.

2. The Government reserves the right to inspect and test all work called for by the contract, to the extent practicable at all times and places during the term of the contract. The Government will perform inspections and tests in a manner that will not unduly delay the work.

3. If any of the work do not conform to contract requirements, the Government will request the Contractor to perform the work again, where appropriate, in conformity with contract requirements, at no increase in contract amount. When the defects in work cannot be corrected by re-performance, the Government may (1) require the Contractor to take necessary action to ensure future performance conforms to contract requirements and (2) reduce the contract price to reflect the reduced value of the work performed.

4. If the Contractor fails to promptly re-perform the work or to take the necessary action to ensure future performance in conformity with contract requirements, the Government may by contract, or otherwise (1) perform the work and charge to the Contractor any cost incurred by the Government that is directly related to the performance of such work or (2) terminate the contract in whole or in part.

1.17.1 Contractor Daily Report

The Contractor shall prepare a daily report. The daily report shall also be forwarded by electronic means (e-mail) to the COR by the close of business the following work day. Fill out the daily report attached to the end of this section. The Contractor may use their own form as long as the required information below is included, submit a sample of the form to the on-site Government Representative for approval. The daily report shall also contain the following items:

a. Labor hours expended by each trade.

b. Equipment hours.

c. Quantity summary (daily and contract total) for unit price

SECTION 01 11 01.00 28 Page 10 10 items. (Hard copies of weight tickets to be directly passed to on-site Government representative.)

See section 01 45 00.01 28 for a sample of Quality Control Report, WWD-QCR (Rev Sep 85 . )

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 11 01.00 28 Page 11 11

SECTION 01 11 01.00 28 Page 12 12

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 CONTRACTOR'S WORKING HOURS AT THE JOB SITES

1.2 LEVEE ACCESS

1.2.1 Vehicle Access

1.2.2 Pedestrian Access

1.2.3 Road and Bridge Restrictions

1.3 GATE SECURITY AT STOCKPILES AND LEVEE REPAIR LOCATIONS

1.4 STOCKPILE LOCATIONS FOR RIPRAP AND FILL

1.4.1 Main Stockpile Site

1.5 CONTRACTOR STORAGE

1.6 OTHER CONTRACTS

1.7 TRUCK SCALES

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 01 14 00.10 28 Page 1 1

SECTION 01 14 00.10 28 Page 2 2

SECTION 01 14 00.10 28

PROJECT SITE RESTRICTIONS

PART 1 GENERAL

1.1 CONTRACTOR'S WORKING HOURS AT THE JOB SITES

Work at the job sites shall be 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 Contracting Officer.

1.2 LEVEE ACCESS

The levees are located on private property. There is a speed limit of 15 mph while traveling on the Levee. Contractor vehicles shall follow Activity Hazard Analysis (AHA) speed limit, including speeds recommended by AHA when encountering pedestrians, on all levee's.

1.2.1 Vehicle Access

For work on the Public Levee, the Contractor shall post signs at the egress areas of this levee stating days the levee will be closed to vehicles. Notification signs shall be installed a minimum of 3 days prior to closure. Signage stating "Levee Closed" can be obtained from the Teton County Road and Levee Department.

1.2.2 Pedestrian Access

Due to public pedestrian access on the Walton Levee, the main access to the main stockpile site, immediately adjacent to Highway 22 right after Emily Stevens Pond Park, the Contractor is responsible to maintain a safe speed to ensure public safety while in proximity to pedestrians. The first 3 miles of Public Levee is also heavily used by the public.

1.2.3 Road and Bridge Restrictions

There are road and bridge restrictions in the area. The Contractor is responsible for following the local road and bridge restrictions in the Project area. Contact the Teton County Roads and Levees Department for current information.

1.3 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 shall immediately close gates after passing though them.

1.4 STOCKPILE LOCATIONS FOR RIPRAP AND FILL

The Contracting Officer will designate areas within the stock pile site from which to draw riprap and fill for levee reconstruction.

SECTION 01 14 00.10 28 Page 3 3

1.4.1 Main Stockpile Site

The main stockpile site is located approximately five miles northwest of the city of Jackson, Teton County, Wyoming, in the NE 1/4 of Section 7, Township 41 North, Range 116 West, Lat N43 32' 05", Long. W110 48' 39".

Access to the main stockpile site is via Walton Levee immediately east of Snake River Bridge on Highway 22. Travel north on the levee road approximately 1 mile, turning east through a locked gate into the main stockpile site.

1.5 CONTRACTOR STORAGE

The Contractor may request to store equipment during the contract performance period at the main stockpile site. The Contractor may store equipment at individual levee work sites only 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.

1.6 OTHER CONTRACTS

The Government may undertake or award other contracts for additional work, and the Contractor shall fully cooperate with such other contractors and Government employees and carefully fit his own work to such additional work as may be directed by the Contracting Officer. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other contractors or Government employees.

1.7 TRUCK SCALES

The contractor may use the truck scales located in the main stockpile site for obtaining weight of riprap and fill material loads for use in this contract. The government will validate the accuracy of the scales. Keys for accessing the scale house and ticket printing system may be obtained from the Teton County Roads and Levees Superintendent. The contractor will be required to furnish a portable generator to power the scales for use in this contract.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 14 00.10 28 Page 4 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 RESOURCES

1.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section Table of Contents --

SECTION 01 14 00.90 28 Page 1 1

SECTION 01 14 00.90 28 Page 2 2

SECTION 01 14 00.90 28

INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

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 within the text by the basic designation only.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.222-54 Employment Eligibility Verification

FAR 22.18 Employment Eligibility Verification

Website for Federal Acquisition Regulation Supplement:

https://www.acquisition.gov/browse/index/far

1.2 SUBMITTALS

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

submittals having an "I" designation are for information only. The designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

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

1.3 RESOURCES

The following resources are accessible from the Walla Walla District (NWW) Public Website:

https://www.nww.usace.army.mil/Business-With-Us/Contracting/AT-OPSEC-for-Contractors/

a. E-Verify Program.

1.4 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

a. Contractors shall comply with the requirements set forth in FAR 52.222-54 Employment Eligibility Verification and FAR 22.18 in using the E-Verify Program to meet the contract employment eligibility requirements. See paragraph RESOURCES for link to the E-Verify website.

b. An initial list of verified/eligible candidates shall be provided to the KO no later than three business days after receipt of Notice to Proceed . Submit pre-screening results IN rms.

SECTION 01 14 00.90 28 Page 3 3

c. Submit updates to list of verified/eligible candidates within three business days of new verifications. The Contractor shall maintain a current list of verified/eligible employees as part of their contract files and provide copies to the KO upon request.

d. When contracts are with individuals, the individuals will be required to complete a Form I-9 , Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 14 00.90 28 Page 4 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SUBMITTALS

1.2 RETAINAGE OF PAYMENT

1.3 SITE WORK

1.4 CLIN 0001 SITE WORK AT JY RANCH 183+17

1.5 CLIN 0002 SITE WORK AT SOLITUDE 02+11

1.6 CLIN 0003 SITE WORK AT MORGAN 16+05

1.7 CLIN 0004 SITE WORK AT JOHN DODGE 79+02

1.8 CLIN 0005 SITE WORK AT PUBLIC 55+83

1.9 CLIN 0006 SITE WORK AT JY RANCH 139+75

1.10 CLIN 0007 SITE WORK AT JOHN DODGE 60+86

1.11 CLIN 0008 SITE WORK AT FEDERAL EXTENSION 06+25

1.12 CLIN 0009 SITE WORK AT JOHN DODGE 60+58

1.13 CLIN 0010 SITE WORK AT SOLITUDE 00+63

1.14 CLIN 0011 LOAD, TRANSPORT, AND PLACE FILL

1.15 CLIN 0012 LOAD, TRANSPORT, AND PLACE RIPRAP

1.16 CLIN 0013 STAGING TO THE WALTON STOCKPILE SITE

1.17 MEASUREMENT

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

SECTION 01 22 00.00 28 Page 1 1

SECTION 01 22 00.00 28 Page 2 2

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.

1.1 SUBMITTALS

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

submittals having an "I" designation are for information only. When used, a designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Wyoming State Certification of Scales ; G C

1.2 RETAINAGE OF PAYMENT

Retainage in the amount of 10 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will start once the Contractor has earned 90 percent of the original contract value.

1.3 SITE WORK

Site work will be measured for payment as a complete pay item, (JOB) .

Payment will be made at the job price for Item No's. 0001 through 0010 and 0013. Features included with Item No's. 0001 through 0010 and 0013 will include, but not be limited to:

a. Furnishing of all materials not Government furnished.

b. Storm water pollution prevention (SWPPP) work.

1.4 CLIN 0001 SITE WORK AT JY RANCH 183+17

Site Work at JY Ranch 183+17 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at JY Ranch Levee station 183+17 to include removal of 24" CMP culvert, install of 18" HDPE culvert, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.5 CLIN 0002 SITE WORK AT SOLITUDE 02+11

Site Work at Solitude 02+11 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at Solitude Levee station 02+11 to include removal of 18" CMP culvert, install of 18" HDPE culvert

SECTION 01 22 00.00 28 Page 3 3 with riverside precast headwall with liftgate, install of landside splash apron, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.6 CLIN 0003 SITE WORK AT MORGAN 16+05

Site Work at Morgan 16+05 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at Morgan Levee station 16+05 to include removal of two 48" CMP culverts, install of two 42" HDPE culverts, install of landside splash apron, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.7 CLIN 0004 SITE WORK AT JOHN DODGE 79+02

Site Work at John Dodge 79+02 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at John Dodge Levee station 79+02 to include removal of two 48" CMP culverts, install of one 42" HDPE culvert, installation of concrete plug to riverside headwall, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.8 CLIN 0005 SITE WORK AT PUBLIC 55+83

Site Work at Public 55+83 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at Public Levee station 55+83 to include removal of two 48" CMP culverts, install of one 24" HDPE culvert, installation of concrete plug to riverside headwall, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.9 CLIN 0006 SITE WORK AT JY RANCH 139+75

Site Work at JY Ranch 139+75 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at JY Ranch Levee station 139+75 to include removal of three 30" CMP culverts, removal of two concrete headwalls with wingwalls and apron, and loading, transport, and placement of levee top course, complete, as specified and approved.

1.10 CLIN 0007 SITE WORK AT JOHN DODGE 60+86

Site Work at John Dodge 60+86 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at John Dodge Levee station 60+86 to include removal of two 48" CMP culverts, removal of two concrete headwalls with wingwalls and apron, and loading, transport, and placement of levee top course, complete, as specified and approved.

1.11 CLIN 0008 SITE WORK AT FEDERAL EXTENSION 06+25

Site Work at Federal Extension 06+25 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at Federal Extension Levee station 06+25 to include removal of three 48" CMP culverts with landside lift gates, install of one 48" HDPE culvert with riverside

SECTION 01 22 00.00 28 Page 4 4 precast headwall with liftgate, install of landside splash apron, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.12 CLIN 0009 SITE WORK AT JOHN DODGE 60+58

Site Work at John Dodge 60+58 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at John Dodge Levee station 60+58 to include removal of one 34" arch CMP culvert with headwall an lift gate, install of one 36" HDPE culvert with riverside precast headwall with liftgate, install of landside splash apron, loading, transport, and placement of culvert bedding and levee top course, complete, as specified and approved.

1.13 CLIN 0010 SITE WORK AT SOLITUDE 00+63

Site Work at Solitude 00+63 will be measured for payment as a complete pay item, JOB. Payment will be made at the job price, which price and payment shall be full compensation for all work required at Solitude Levee station 00+63 to include removal of one 24" CMP culvert, and loading, transport, and placement of levee top course, complete, as specified and approved.

1.14 CLIN 0011 LOAD, TRANSPORT, AND PLACE FILL

Load, t Transport , and place fill will be measured for payment as the number of…