001 - Scope of Work.pdf

GLMAIN-PW-SA-INTK, Water Intake Crib – Zebra Mussel Cleaning at Building 12

Naval Station Great Lakes

Great Lakes, Illinois 60088-2814

Prepared by:

NAVFAC MIDLANT, PWD GREAT LAKES

Preparer:

Anas Alchaar

Date: 02/14/2024

1. Points of Contact 3

2. General Description 3

3. Location 3

4. Time for Completion 3

5. Examination of the Premises 4

6. Inspection and Approval 4

7. Minimum Insurance Requirements 4

8. Special Scheduling Requirements/Work Procedures 4-5

9. Passes and Badges 5

10. Safety 6

11. Pre-Performance Conference 6

12. Environmental 6-8

13. Submittal Registry 8-10

14. Work Requirements 10-21

15. Invoicing Procedures 21

16. Attachments 22

17. Supporting Documents 22-25

1. Points of Contact

Assistant Public Works Officer (APWO), Utilities Energy & Maintenance (UEM) personnel, key stakeholders, Government representatives, and specific points of contact will be identified in during the Pre-Construction/Post Award Kick-Off (PAK) meeting.

2. General Description

2.1 – The Contractor shall furnish all labor, tools, transportation, supervision, materials, inspections, equipment, and safety compliance necessary to perform all work required to remove and properly dispose of all Zebra Mussels and marine deposits attached to the active Raw Water Intake (RWI) and associated timber crib structure to ensure unrestricted water flow to the Great Lakes Water Treatment Plant. The RWI consists of a 36-inch diameter pipe that extends 8400 feet from building 12 into Lake Michigan at a depth of approximately 30 feet. The RWI terminates into a three-legged crow’s foot design with only one active “Central intake” and two inactive “North” and “South” intakes. Each intake is protected by a timber crib structure that is weighted down with a ballast stone and furnished with a hinged top, to serve as an access hatch. Each timber crib structure surrounds an unscreened 42-inch diameter flared end riser extending vertically from the intake pipeline. The Contractor shall inspect all additional inactive intakes, associated structures, and risers, as well as provide “before” and “after” reports with still photographs, videos, and a detailed itemized estimates for any recommended corrective actions. See Section “14. Work Requirements” for an expanded and detailed specifications, requirements, and scope of work.

2.2 – The Government is requesting a “Base/Option” bid. The Scope of work for the Base Bid will include the entire scope as described, except for the “Video Inspection and DVD Recording of the entire 36” x 8400’ pipeline”, which will be included in the Option Bid.

2.3 – All work shall be performed in accordance with, but not limited to, standard industry practices, applicable local, state, federal, and national codes, laws, and regulations, EM-385, and the Unified Facilities Criteria.

3. Location

3.1 – The work shall be performed at Naval Station Great Lakes, in Lake Michigan at the water intake structures and intake pipe connected to the Water Treatment Plant, Building 12. Great lakes, IL 60088.

Site map and geographical coordinates provided in Section 17.1 Supporting Documents.

4. Time for Completion

4.1 – The Contract period of performance shall be 120 calendar days after contract award. To ensure adequate protection from the winter weather, the Contractor will not perform any work during the period of 1NOV to 1APR without submitting a written request and obtaining a written approval from the Government Representative.

5. Examination of the Premises

5.1 – The Contractor shall reference FAR Part 52.236-3 titled “Site Investigation and Conditions Affecting the

Work”. Site visits by Contractors and Subcontractors are encouraged and can be arranged by contacting the Contracting Officer.

6. Inspection and Approval

6.1 – All material and workmanship shall be subject to the inspection and approval by the Government.

7. Minimum Insurance Requirements

7.1 – The Contractor shall reference FAR Part 52.228-5 titled “Insurance-Work on a Government Installation” during the entire period of performance under this contract.

7.2 – The Contractor shall procure and maintain during the entire period of performance under this contract the following minimum insurance coverage in accordance with FAR Part 28.307-2 titled “Liability”:

a. Comprehensive general liability: $500,000 per occurrence.

b. Automobile liability: $200,000 per person; $500,000 per occurrence for bodily injury; and

$20,000 per occurrence for property damage. Please note: A Combined Single Limit of $1,000,000 is unacceptable and not in compliance with FAR 28.307-2 (c).

c. Workmen's compensation: As required by Federal and State workers' Compensation and occupational disease laws.

d. Employer's liability coverage: $100,000 except in States where workers' Compensation may not be written by private carriers.

e. Others as required by State law.

7.3 – Before commencing work under this contract, the Contractor shall notify the Contracting Officer in writing that the required insurance has been obtained. The policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government’s interest shall not be effective-

a. For such period as the laws of the State in which this contract is to be performed, prescribed; or

b. Until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

8. Special Scheduling Requirements/Work Procedures

8.1 – Utility services must be in accordance with the procedures in FAR 41.202.

8.2 – Building 12 and adjacent facilities and spaces shall remain in operation during construction and be protected from damage, dust, and debris at all times. Damage to any existing facilities, spaces, finishes, personal property, Government property, items, and equipment, as a result of the Contractor’s operations shall be repaired or replaced in-kind by the Contractor at no additional cost to the Government.

8.3 – The Contractor shall provide a copy of the awarded contract proposal to the assigned Government

Construction Manager (CM) and Engineering Technician (ET).

8.4 – The Contractor shall coordinate all work activities with the Government assigned representative, to provide a work schedule that is in the best interest of the Navy. The water treatment plant supplies water to the Naval Station continuously 365 days a year. There is sufficient water storage in the system to supply 8 to 10 hours of water so that the water treatment plant could be shut down for daytime outages while contract work is accomplished. If outages are required, then contract work would have to be done in shifts lasting no longer than 8 hours with full restoration of the intake line during the remainder of the 24-hour period. Advanced notification of a minimum of 5 days shall be given to the Government for any requested outages of the water intake line.

8.5 – The Contractor shall coordinate isolation & activation of water intake system and Lock Out Tag Out

(LOTO) operations with COR & UEM personnel.

8.6 – The Contractor shall coordinate with UEM and the Great Lakes Naval Base Marina regarding all boat launching and docking operations.

8.7 – The Contractor shall protect all equipment, property, and finished surfaces from construction work & debris. Equipment, property, and/or finished surfaces damaged by the Contractor or Sub-Contractor shall be repaired or replaced at no additional cost to the Government.

9. Passes and Badges

9.1 – Navy Defense Biometric Identification System (DBIDS):

All Contractor employees shall obtain the required employee badges and vehicle passes for access to the Navy Installation. The Contractor shall allow up to 15 days for processing of DBIDS.

9.1.1 – Contractor employees shall furnish a completed copy of the SECNAV 5512/1 form to obtain the required background check and visit the local Navy Installation Visitor Control Center to obtain a DBIDS credential once approved. The SECNAV 5512/1 form and additional information about DBIDS can be found at: https://www.cnic.navy.mil/om/dbids.html.

9.1.2 – The Contractor may initiate the adjudication process when a background screen failure results in disqualification from participation in DBIDS and the Contractor employees do not agree with the reason for disqualification. The Contractor may also apply for a waiver when a background screening failure results in disqualification from participation in DBIDS. The Commanding Officer will be the final waiver determination authority.

9.2 – The Contractor shall immediately collect employee DBIDS credentials and notify the KO in writing:

9.2.1 – That an employee has departed the company without having properly returned or surrendered their

DBIDS credentials.

9.2.2 – That there is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the installation or anyone therein.

10. Safety

10.1 – The Contractor shall develop and implement a Safety Program detailing how the Contractor intends to plan, staff, perform, and control all safety practices while delivering best value services to the Government without any accidents or mishaps. The Contractor’s safety program shall comply with all safety standards identified in the EM 385-1-1 U.S. Army Corps of Engineers Safety and Health Requirements Manual, OSHA 29 CFR 1926 OSHA Construction Industry Regulations, OSHA 29 CFR

1910.410 – Qualifications of Dive Team, UFC 3-560-01 Operation and Maintenance Electrical Safety, Public Law 91-596, Occupational Safety and Health Act, and Illinois Compiled Statutes (ILCS), Chapter 625 - Act 45 – Boat Registration and Safety Act.

10.2 – The Contractor shall submit an Accident Prevention Plan (APP) for acceptance and approval by the

Government within 15 calendar days of contract award. The Government will have seven (7) days to review, provide changes/comments, and approve submitted APP. The Contractor shall review, update, and submit revisions to the APP whenever a change in work conditions, hazards, or activities occur.

Submittal of the APP shall include applicable Activity Hazard Analyses (AHAs) and compliance plans, programs, and procedures as specified below:

10.2.1 – The Contractor shall not commence any work until the APP, applicable AHAs, and compliance plans have been accepted by the Government.

10.2.2 – Once all safety documentation has been accepted by the Government, the APP, AHAs, and compliance plans must be present on-site and readily available. The approved APP, AHAs, and compliance plans will be enforced as part of the contract. Disregarding the safety provisions of this contract or the accepted APP, AHAs, and compliance plans will be cause for stoppage of work, at the discretion of the Contracting Officer (KO) and/or Contracting Officer Representative (COR), until the matter has been rectified.

The following documents are provided in, Section 16. Attachments:

* Accident Prevention Plan Checklist (APP) - Section 16.1 (ATTACHMENT)

* Activity Hazardous Analysis (AHA) Form - Section 16.2 (ATTACHMENT)

* EXAMPLE: Activity Hazardous Analysis (AHA) - Section 16.2A (ATTACHMENT)

11. Pre-Performance Conference

11.1 – Within five workdays of issuance of the Task Order, the Contractor shall contact the Government

Representative to schedule a pre-performance conference.

12. Environmental

12.1 – Hazardous Material

12.1.1 – Hazardous material must be identified, and Safety Data Sheets (SDS) must be on-site and readily available, all hazardous material(s) present or procured, stored, or used at the project site shall be handled in accordance with EM-385-1-1 Section 06.B.01.

12.1.2 – If the contracted work involves the use of hazardous material the Contracting Officer Authorized Representative (COAR), Engineering Technician (ET), Design Manager (DM), and/or Construction Manager (CM) and Navy Environmental Emergency Planning and Community Right-to-Know Act (EPCRA) Manager must receive both a Hazardous Material Inventory Log and a daily usage and removal report including an identification and quantity of the hazardous material used or removed.

* Hazardous Material Inventory Report (EPCRA) – Section 16.3 (ATTACHMENT)

* Hazardous Material Daily Usage & Removal Report – Section 16.4 (ATTACHMENT)

12.1.3 – The Contractor must implement storm water best management practices (BMPs) to protect storm drains near buildings and equipment lay-down areas. Construction site runoff must be prevented from entering any storm drain. Dumping of any material down storm drains is prohibited. Contact Navy Environmental Storm Water Manager for guidance on storm drain protection and erosion control.

12.1.4 – The Contractor shall conduct a assess the project site prior to the start of work to determine any potential hazardous material that may be present. The Contracting Officer Authorized Representative (COAR), Engineering Technician (ET), Design Manager (DM), and/or Construction Manager (CM) shall be notified immediately of any potential hazardous material identified.

12.1.5 – Work which requires the disturbance or removal of paint that has been determined to contain any or all the following: lead, cadmium, and/or chromium, shall be performed in accordance with 29 CFR 1926.62, 29 CFR 1926.1126, and 29 CFR 1926.1127

12.1.6 – Prior to any hazardous waste being generated or stored, the Contractor shall contact the Navy

Environmental Hazardous Waste Manager for guidance on the establishment of a regulated waste Satellite Accumulation Area, waste storage protocols, and weekly inspection requirements in accordance with 40 CFR 262.15. All waste generated as a byproduct of the work will need to be evaluated to determine whether it is regulated or hazardous waste in accordance with 40 CFR 261.2.

The Contractor shall provide their best estimate prior to project start to identify potential regulated hazardous waste byproducts.

12.1.7 – Spills or Chemical Release

The Contractor shall exercise due diligence to prevent, contain, and respond to any spill or release of hazardous materials, substances, or waste; sewage; regulated (compressed) gas; petroleum products;

and other substances regulated by environmental law. Maintain spill containment and cleanup material and equipment at the work site. In the event of a spill, take prompt effective action to stop, contain, curtail, or otherwise constrain the amount, duration, and severity of the spill or release.

12.1.7.1 – In the event of such an incident or other environmental related emergency exceeds the

Contractor’s capability, immediately (within 15 minutes) shall be reported to:

• Great Lakes Emergency Dispatch Center (757) 443-3623/3624

• Contracting Officer (As identified during the initial project meeting)

• Duty Public Works Officer (After normal business hours) – (847) 204-3630

• Public Works Department Environmental Division (PWD-EV) – (847) 688-5395 x270 or (630) 715-

12.1.7.2 – If the government responds or provides assets to any spill or release incident, the Contractor shall reimburse the government for all costs/expenses related to cleanup, containment, remediation, sample analysis, material, equipment, clothing, and labor.

12.1.7.3 – The Navy’s designated PWD-EV representative is solely responsible for reporting spill or release incidents occurring on NAVSTA Great Lakes to Federal, State, and local agencies.

12.2 – Environmental Protection Plan (EPP) The Contractor shall develop and submit an Environmental Protection Plan to provide control and mitigation procedures both before and during construction activities to known or potential environmental issues. Plans will be specific to environmental compliance areas which are relevant to the scope of this project. EPP will be updated as necessary should site conditions or scope change. EPP will be approved by the Government Designated Authority (GDA) prior to the commencement of construction activities.

In addition, this EPP will provide methods to:

• Limit the storage, generation, or use of hazardous materials (HAZMAT)

• Reduce and/or attempt to eliminate the quantities of hazardous wastes generated by the project

• Conserve natural and cultural resources in and around project area

• Protect storm drains from construction runoff (Storm Water Pollution Prevention Plan)

• Establish emission protocols to minimize air pollution sources generated from project activities

(Air Pollution Control Plan)

• Prevent the spill or release of hazardous material, substances, waste, sewage, regulated

(compressed) gas, petroleum products, and other substances regulated by environmental law.

(Spill Control Plan)

• The use of chemical and/or pesticide applications for zebra mussels in open water is prohibited

13. Submittal Registry

Section 13 Submittal Registry

Section Number

Form/ Attachment

Number/ Other Resource

Submittal Title/Description

Submission Requirements

Distribution Submission Frequency Submitted to Number of Copies

7.2 Provided by

Contractor Proof of Insurance

Prior to commencement of work COR 1 each Per occurrence

8.4 Provided by

Contractor

Copy of Awarded Contract Proposal

Within 15 calendar days after award COR, CS 1 each As specified

9 Provided by Contractor

SECNAV 5512/1

(DBIDS) After contract award KO, CS 1 each As specified

Attachment 16.1 / Provided by

Contractor/APP Developmental

Checklist

Accident Prevention Plan (APP)

Within 15 calendar days after award

CS, COR,

CM 1 each As Specified

Attachment 16.2 /

Provided by Contractor

Applicable Activity Hazard Analyses

(AHA)

Within 15 calendar days after award

CS, COR,

CM 1 each As specified

10.2.2 Provided by

Contractor

Applicable Compliance Plans

Within 15 calendar days after award CS 1 each As specified

Submittal Registry

Section Number

Form/ Attachment

Number/ Other Resource

Submittal Title/Description

Submission Requirements

Distribution Submission Frequency Submitted to Number of Copies

11.1 Requested by

Contractor

Scheduling of Pre-Performance

Conference

E- mail request within five days of

Task Order issuance

CS, COR,

CM N/A As specified

12.1.1 Provided by

Contractor

Safety Data Sheet

(SDS)

Upon request and On-Site COR, CM 1 each As specified

12.1.2 Attachment 16.3 /

Provided by Contractor

Hazardous Material Inventory Report

(EPCRA)

As Applicable

CS,

COAR,

CM

1 each As specified

(As applicable)

12.1.2 Attachment 16.4 /

Provided by Contractor

Hazardous Material Daily Usage and Removal Report

As Applicable

CS,

COAR,

CM

1 each Monthly (As applicable)

12.2 Provided by

Contractor

Environmental Protection Plan

Prior to commencement of work

CS, COR,

CM 1 each As specified

(As applicable)

14.1 Provided by

Contractor Work Schedule

Within 10 calendar days after contract award

CS, COR,

CM 1 each As specified

14.3 Provided by

Contractor

Site Layout and Staging Plan

Prior to commencement of work

CS, COR,

CM 1 each As specified

14.4 Provided by

Contractor

Hazardous Material Survey

Prior to commencement of work

CS, COR,

CM 1 each As specified

14.5 Provided by

Contractor Quality Control Plan

Prior to commencement of work and upon changes

CS, COR,

CM 1 each As specified

14.5 Attachment 16.5 /

Provided by Contractor

Production Report Daily COR, CM 1 each As specified

14.5 Attachment 16.6 /

Provided by Contractor

Quality Control Report Daily COR, CM 1 each As specified

14.6.1 Provided by

Contractor Water Sample As applicable CS, COR, CM, UEM 1 each As specified

14.6.1.2 Provided by

Contractor

Report of Findings and Video Inspection

DVD

Post inspections CS, COR, CM 1 each As specified

14.6.2 Provided by

Contractor

Option Bid Report of finding and Video

Inspection requirements

If Option bid is awarded

CS, COR,

CM 1 each As specified

14.7.4 Provided by

Contractor

Boating Safety Certificate Post Award CS, COR, CM 1 each As specified

14.10 Attachment 16.7 /

Provided by Contractor

Commercial Diving Plan

Prior to commencement of work

CS, COR,

CM 1 each As specified

14. Work Requirements

NOTE: The information provided in Section 14. Work Requirement does not depict means and methods, nor sequencing of work, and is for informational purposes and specification requirements.

14.1 – Work Schedules

The Contractor's work shall not interfere with normal Government business. In those cases, where some interference is unavoidable, the Contractor shall minimize the impact and effects of the interference. The Contractor shall plan and schedule work to assure material, labor, and equipment are available to complete work requirements within the specified time limits and in conformance with the quality standards established herein. The Contractor shall develop and submit work schedules within ten (10) Government regular working days of contract award to obtain approval by Government. Work schedules shall include, but not limited to:

• Location

• Description of service(s)

• Dates service(s) are scheduled

14.1.1 – Working Hours

The work shall be accomplished during normal Government working hours Monday through Friday, 7 AM thru 4 PM unless special arrangements are made through the Construction Manager.

14.2 – Policies and Regulations

The Contractor shall abide by all Naval Station regulations, including all security requirements, drug and alcohol abuse policies, and sexual harassment policies.

Submittal Registry

Section Number

Form/ Attachment

Number/ Other Resource

Submittal Title/Description

Submission Requirements

Distribution Submission Frequency Submitted to Number of Copies

14.12 Attachment 16.8 /

Provided by Contractor

Contractor Incident Report System (CIRS) As applicable CS, COR, CM 1 each As specified (As applicable)

14.12 Attachment 16.9 /

Provided by Contractor

OSHA 300 Forms As applicable CS, COR, CM 1 each As specified

(As applicable)

14.13 Provided by

Contractor

OSHA Citations and Violations Corrective

Action Report As applicable CS, COR, CM 1 each As specified

14.14

Attachment 16.10

Provided by Contractor

Lock/Out-Tag/Out Periodic Inspection

Form Weekly COR or

CM 1 each As specified

15.2 Provided by

Contractor

Schedule of Values

(SOV)

Within 15 calendar days after award

CS, COR,

CM 1 each As specified

14.3 – Site Layout and Staging Plan The Contractor shall submit a Site Layout and Staging Plan to outline areas indicated for construction storage, dumpster location and size, parking, staging, and other operations. The Site Layout and Staging Plan will be reviewed and approved by the Government prior to the commencement of work.

14.3.1 – Contractor Parking

Contractor personnel will be allowed to park in the east parking lot near Building 11 & 12, parking spaces will be non-reserved unless special arrangements are made with the Government assigned representative and building staff. See Section 17.1 – Figure 1 – Site Map.

14.4 – Hazardous Material Survey

A hazardous material survey report is not available to support this project. Prior to starting work, the Contractor shall utilize a Tier 1 subcontractor to conduct a Hazardous Material Survey of the project site and prepare a report. Refer to UFC 3-810-01N, Navy and Marine Corps Environmental Engineering for Facility Construction, for restrictions and for additional requirements and criteria. Facility areas and components affected by the project shall be inspected for the presence of asbestos-containing materials, lead-based paint, paint containing lead, cadmium and chromium, and other hazardous materials. The inspection shall be performed by an EPA-Accredited Asbestos Inspector and EPA-Accredited Lead Inspector or Lead Risk Assessor. The inspectors shall be appropriately licensed in the State of project site location. Follow 40 CFR 763 Subpart E, Asbestos Hazard Emergency Response Act (AHERA) requirements for inspection of friable and non-friable asbestos containing materials. The Contractor shall have all samples tested by a third-party accredited laboratory. Laboratories performing analysis for asbestos must be NIST/NVLAP accredited and rated proficient in the NIST/NVLAP sponsored quality assurance program for asbestos identification. Laboratories performing analysis for lead must be NLLAP accredited and rated proficient in the NIOSH/EPA Environmental Lead Proficiency Analytical Testing Program (ELPAT). The Contractor shall re-test all roofing tars and resilient floor covering materials (including vinyl and asphalt floor tiles, sheet vinyl flooring, and flooring mastics and adhesives) with PLM results of 1% or less. The Contractor shall re-test using Transmission Electron Microscopy (TEM).

The Contractor shall submit the report to the Government for review and approval prior to starting work.

Any historical surveys provided by the Government shall be for reference purposes only. Hazardous component abatement will be contingent on the results of the survey. Based on the review of the hazardous material survey report, the Government may cancel, reduce, and/or modify this contract or utilize other means than this contract to accomplish the scope of work.

14.5 – Quality Control Plan

The Contractor shall develop and submit a Quality Control Plan (QCP). The QCP shall provide an effective and efficient means of identifying and correcting problems throughout the entire scope of operations, and provide accurate documentation of work processes, procedures, and output measures to ensure the contract is completed within the period of performance and in accordance with all performance objectives and standards. If any changes are made during the period of performance, the Contractor shall submit the revised QCP to the Government for acceptance.

The Government Environmental department may conduct field audits to verify that field activities, including aquatic invasive species decontamination are followed. Refer to https://www.fws.gov/fisheries/ANS/index.htm for Invasive Species information.

The Contractor’s QCP shall include, at a minimum, the following:

• Quality organization o List of personnel o Responsibilities & lines of authority o Training and qualifications https://www.fws.gov/fisheries/ANS/index.htm

• Approach to assuring quality of services provided and conformance with performance objectives and standards

• Methods and procedures for effective planning, operation, and control of processes and performance of work

• Procedures for inspection and surveillance of services to include all contractual requirements.

o Scheduling and performance of inspection and surveillance o Corrective action, Preventative action, and continuous improvement o Oversight of subcontracted work

• Documentation and records management o Submission of daily Production Report o Submission of daily Quality Control Report

• Communication with government (customers)

The following documents are provided in Section 16, Attachments:

* Production Report Form – Section 16.5 (ATTACHMENT)

* Quality Control Report Form – Section 16.6 (ATTACHMENT)

14.6 – Scope of Work

The Contractor shall furnish all labor, tools, transportation, supervision, materials, inspections, equipment, and safety compliance necessary to perform all work required to remove and properly dispose of all Zebra Mussels and marine deposits attached to the active Raw Water Intake (RWI) and associated timber crib structure to ensure unrestricted water flow to the Great Lakes Water Treatment Plant. The RWI consists of a 36-inch diameter pipe that extends 8400 feet from building 12 into Lake Michigan at a depth of approximately 30 feet. The RWI terminates into a three-legged crow’s foot design with only one active “Central intake” and two inactive “North” and “South” intakes. Each intake is protected by a timber crib structure that is weighted down with a ballast stone and furnished with a hinged top, to serve as an access hatch. Each timber crib structure surrounds an unscreened 42-inch diameter flared end riser extending vertically from the intake pipeline. The Contractor shall inspect all additional inactive intakes, associated timber crib structures, and the 1925 risers, as well as provide “before” and “after” reports with still photographs, videos, and a detailed itemized estimates for any recommended corrective actions.

During interior inspections, the Contractor shall obtain a water sample at each interior location to provide to the Water Treatment Plant (WTP) staff for analyzation. Throughout the entire project, the Contractor shall ensure proper disinfection procedures are used to clean potentially contaminated equipment and materials that may contact the Lake waters. The Contractor shall prepare an Option Bid to be presented to the Government for consideration. The Option Bid shall include the entire scope of work with the addition of “Video Inspection and DVD Recording” of the entire 36-inch X 8400-foot pipeline by a diver or a remote operated vehicle (ROV).

* NOTES

1. The Contractor shall perform the work in accordance with U.S. Fish Wildlife Service (USFWS), Federal, and State local laws.

2. Selection of cleaning method and equipment shall be based on the condition of the intake structure at the time of work commencement. Satisfactory precautions shall be taken to protect the intake pipe, structures, and construction site from damage that might be inflicted by the improper use of the cleaning process or equipment.

14.6.1 – Inspections Exterior inspections are necessary to assess condition, verify covers are secured-in-place (at inactive structures), look for damage or areas of concern, and provide any recommended corrective actions along with any necessary details or measures for said actions.

Interior inspections of the raw water line are required at the Central Intake and the 1925 Risers locations. Interior inspections are necessary to assess the condition of the pipe interior, sample line, chemical feed lines, damage, areas of concern, and to provide any recommended corrective actions along with any necessary details or measures for said actions. The interior inspections are also necessary to assess the quality and quantity of sediment accumulated at these representative locations to assist in planning for future cleaning operations. Based on previous operations, a portion of the sediment is expected to be loose and readily removable, while the remainder is expected to be partially hardened and adhered to the pipe. The interior inspections shall provide the government with data regarding the observed quality of sediment, the average depth of sediment, and estimated proportions of sediment of differing quality (hardened versus loose). Also desired is any feedback regarding recommended means/methods for the full removal of sediment encountered during inspections. During interior inspections, the Contractor shall obtain one ‘grab’ water sample (250ml minimum) at each interior inspection location (center intake and 1925 risers). The samples shall be collected near the midline of the 36-inch intake pipe at each location.

The Contractor shall immediately deliver the samples to the WTP supervisor for analysis by the WTP staff for chlorine residual and turbidity.

14.6.1.1 – Inspection locations

At the Center Intake Structure, clean Zebra mussels, and marine deposits from the:

Protective Wooden Crib (All surfaces) Cast Iron Structure (All surfaces) Diffuser (if necessary) Chlorine Line (if necessary) Sample Line (if necessary)

At the Center Intake Structure, inspect the condition of the:

Exterior – Protective Wooden Crib Exterior – Concrete Block Foundation Exterior – Foundation Protection (Riprap) Exterior – Inspect any exposed intake pipe/joints (At opening) – Diffuser Exterior/Interior – Center Intake Cast Iron Structure Interior – Intake Pipe (limited length – several feet from the intake rise end down into the pipe) Interior – Sample Line Interior – Chlorine Line Interior – Quality of Sediment Interior – Depth of Sediment Interior – Ratio of Sediment of Differing Qualities (hard versus loose)

At the 1925 Riser Structures, Inspect the Condition of the:

Exterior – All 5 Cast Iron Intake Riser Structures Exterior – All 5 Riser Covers

Exterior – Any exposed Intake Pipe/Joints Interior – 1 Representative Cast Iron Intake Riser Structure Interior – Intake Pipe (Limited Length – several feet from the intake riser up and down into the pipe) Interior – Sample Line Interior – Chlorine Line Interior – Quality of Sediment Interior – Depth of Sediment Interior – Ratio of Sediment of Differing Qualities (hard versus loose)

At the North and South Intake Structures, Inspect the Condition of the Exterior – Protective Wooden Cribs Exterior – Concrete Block Foundations

Exterior – Foundation Protection (Riprap) Exterior – Inspect Any Exposed Intake Pipe/Joints

Exterior – Cast Iron Intake Structures Exterior – Intake Pipe Covers

The contractor does not need to clean the concrete foundation, intake pipe, intake joints, riser structure, and riser covers except for what may be necessary for inspection.

14.6.1.2 – Reports of Findings

Reports of findings must be submitted within 15 days after inspections are completed.

A. Reports shall include:

1. Summary of Condition of items inspected.

2. Pipe condition/integrity where inspected or observed.

3. Sample line condition (at center intake structure).

4. Chlorine line and diffuse condition (at center intake structure).

5. Crib condition including rip rap and concrete anchors (for all locations).

6. Quality, depth, and ration of sediment inside intake at the Center Intake structure.

7. Quality, depth, and ratio of sediment inside intake at the 1295 Riser structure.

8. Damage, wear, or areas of concern noted during inspections.

9. Itemized estimate for any recommended corrective actions.

B. Video and still photographs of the exterior of the north and south intakes and timber cribs structures.

1. Include Video confirmation of crib covers secured, and inspection is complete.

2. Include still photographs of any key findings.

C. Video and still photographs of the exterior/interior of the Center Intake and timber crib structure before and after cleaning.

1. Include video before and after cleaning operations.

2. Include video of sample line, chlorine line and sediment in-place at the inside invert of the structure.

3. Include video confirmation of crib cover secured after inspection and cleaning is complete.

4. Include still photographs of any key finding.

D. Video of the exterior of the four ‘1925 Risers’ not accessed during dive operations.

1. Video should confirm riser covers are secured in place.

2. Include still photographs of any key findings.

E. Video of the exterior/interior of the ‘1925 Riser’ structure selected for access to the Intake interior.

1. Include video of sample line, chlorine line, and sediment in place at the inside invert of the structure.

2. Include video confirmation of riser cover secured in place after inspection is complete.

3. Include still photographs of any key findings.

F. Digital Video Inspection requirements:

1. The Contractor shall perform the inspection with an audio description. Video playback shall be at the same speed that it was recorded. Inspections shall be recorded in color in digital format. The camera, television monitor, and other components of the video system shall be capable of reproducing picture quality to the satisfaction of the Government. The quality of the recording shall be sufficient to enable clear identification of any deficiencies and defects in the pipe. The audio description shall place special emphasis on the observed deficiencies and descriptions and shall identify existing landmarks (cribs, risers, etc.) for orientation. Unsatisfactory results shall be re-inspected at no expense to the Government.

2. Video inspections shall be recorded and provided to the Government on DVD. Discs shall be numbered and labeled as to the contents on each disc. The labels shall also include the contract name and number.

3. Inspection logs shall be provided containing the following information at a minimum:

a. Entrance and exit points of the camera.

b. Pipe condition and estimated sediment depth.

c. Pipe size and length of pipe section.

d. Weather conditions.

e. Date and time of inspection.

f. Tape counter number corresponding to the start of the inspection for each pipe section.

g. General observations.

OPTION PART OF BID.

Note: The Base Bid includes cleaning the exterior and inspection of the 36-inch line at locations specified above. The cleaning of the intake Pipe (as opposed to the crib) will only be what is necessary facilitate inspection of the 36-inch pipe at the specified locations.

The Optional Bid Scope of work is to then extends ROV inspection to the full length of the pipe.

This does NOT include cleaning of the full-length pipe. If this option is awarded, the Contractor shall provide a report with all still photographs, video, and itemized estimate for any recommended correction actions for the entire length of the intake line.

14.6.2 – Option Bid Video Inspection requirements

1. The purpose of the video recording shall be to supply a visual and audio record of the entire intake line internally inspected. Video Playback shall be at the same speed that it was recorded.

2. The video inspections shall be recorded and provided to the Government on DVD. Discs shall be numbered and labeled as the contents on each disc. The labels shall also include the contract name and number.

3. The Contractor shall ensure the inspection results are captured using the latest version of

Pipeline Observation System Management (POSM) software or approved equal.

4. Unsatisfactory results shall be re-inspected at no expense to the Government.

5. The CCTV process used must not restrict the pipeline from use during peak demand or for longer than 8-hour periods of time.

6. In accordance with NAVFAC requirements, any diving or potential diving operations must have a safety review of the Dive Plan done by the District Dive Coordinator (DDC) at NAVFAC Lant. Consult EM-385 Chapter 30 Dive Operations, to develop the Dive Plan.

7. Selection of CCTV equipment and all methods shall be based on the condition of the intake structure at the time work commences. All CCTV equipment and devices shall be operated by experience personnel. Satisfactory precautions shall be taken to protect the intake pipe and structures from the damage that might be inflicted by the improper use of the process or equipment.

8. The Contractor shall use caution not to damage existing lines within the intake. There are three 1 ½ inch HDPE chlorine solution lines, on 1 ¼ inch HDPE sample line, and one 3-inch HDPE flotation line present inside the intake pipe. These lines are used as part of the zebra mussel treatment system.

9. The scope for this CCTV work does NOT include a full-length cleaning of the intake line.

The CCTV method chosen by the contractor must give due consideration to the likely presence of lake sediment to allow the identification of the entire pip interior above the resting sediment depth, without disturbing sediment and impeding visual clarity needed to identify any structural defects and internal corrosion.

10. The Contractor shall perform the inspection with an audio description of the entire intake pipe to evaluate the condition of the lines. The audio description shall place special emphasis on the observed conditions and deficiencies and shall provide descriptions and identify existing landmarks (cribs, risers, etc.) for orientation.

11. Inspections shall be recorded in color in digital format. The quality of the recording shall be sufficient to enable clear identification of all deficiencies and defects in the pipe.

12. A footage counter shall be provided on screen in a location that does not interfere with the viewing of the inspection. Accurate distance measurements are important. Measurement for the location of defects shall be by means of a metering device. Marking on the cable, or like, which requires the interpolation is not allowed. Accuracy of the metering device shall be ensured.

13. The camera used for the inspection shall be one specifically designed and constructed for such inspection. The camera, television monitor, and other components of the video system shall be capable of reproducing picture quality to the satisfaction of the Government.

14. Lighting for the camera shall be suitable to allow a clear and properly exposed picture of the entire periphery of the pipe.

15. The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper identification and documentation of the intake’s condition.

16. Inspection logs shall be provided containing the following information at a minimum:

i. Entrance and exit points of the camera.

ii. Weather conditions.

iii. Date and time of inspection.

iv. Tape counter number corresponding to the start of the inspection for each pipe section.

v. Pipe condition.

vi. Estimated sediment depth.

vii. General observations.

Provide report with all still photographs, video, and itemized estimate for any recommended corrective actions, etc.

per submittals in section 13.

14.7 – Qualifications

14.7.1 – Contractors/Subcontractor The Contractor/Subcontractor shall be qualified to perform the work specified by reason of experience. The Contractor/Subcontractor shall have completed a minimum of five years of documented business operations and successful projects of similar scope.

14.7.2 – Project Manager

The Contractor shall provide a Project Manager that shall have at least two years of experience in managing a workforce providing services on contracts of similar size, scope, and complexity. The Project Manager shall supervise a qualified crew of divers throughout the duration this contract.

Upon request by the Government, the Contractor shall provide the Project Manager’s list of the last three comparable projects including the project name, location, scope, complexity, and start and finish dates for the work. The Project Manager shall schedule, coordinate, and execute all logistical efforts for all Contractor and/or Sub-Contractor work to complete project requirements.

14.7.3 – Quality Manager & Site Safety and Health Officer (SSHO) The Quality Manager or designated alternate shall have satisfactory experience in preparing and enforcing Quality Control Plan on contracts of similar size, scope, and complexity. The Quality Manager or designated alternate may be the same person as the SSHO.

The SSHO must meet the requirements of EM 385-1-1 Section 1 and 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 Competent Person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally qualified Designated Representative/alternate shall be always on-site when work is being performed to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled SITE SAFETY AND HEALTH OFFICER (SSHO), and all associated sub-paragraphs.

14.7.4 – Boat Operators and Divers Boat operators shall have completed a boaters safety course and have a valid Boating Safety Certificate.

Divers shall have a minimum of one-year commercial diving experience in the applicable position;

divers shall have completed at least four (4) working dives with similar decompression techniques, diving techniques, and equipment utilized under this contract. Divers shall demonstrate that at least one (1) of the four (4) qualified dives were performed in the last six (6) months prior to the contract award date. Each dive team member shall have a current certification in CPR, first aid, use of emergency oxygen systems, and all other applicable qualifications listed in the OSHA 29

CFR 1910.410.

14.8 – Delivery, Storage, and Handling

14.8.1 – The Contractor shall be responsible for unloading and storage of all materials and products.

14.8.2 – The Contractor shall handle and apply products in accordance with manufacturer's printed instructions and specifications.

14.8.3 – The Contractor shall be responsible for security of their property, equipment, and materials.

14.9 – Personal Protective Equipment (PPE)

14.9.1 – Safety regulations, procedures, and protocols will be enforced as per the latest edition of US Army Corps of Engineers Safety and Health Requirements Manual - EM 385-1-1. All applicable Sections of the Manual will be enforced.

14.9.2 – The Contractor and Sub-Contractors personnel shall wear appropriate PPE for all identified and potential hazards including but not limited to:

• Safety-toed leather shoes or boots meeting ASTM F 2412-05 AND F 2413-05

• Hard hats that are properly worn and meeting ANSI Z89.1

• Safety gloves that provide protection for the hazardous activity

• Safety glasses

• Hearing protection

• Respirators

• Impalement protection provided where personnel could work above vertical impalement hazard

• High visibility apparel being worn when workers on-site are exposed to vehicular or equipment traffic

14.10 – Commercial Diving

Any diving or potential diving operations must have a safety review of the Dive Plan done by the District Dive Coordinator (DDC) at NAVFAC Atlantic. Consult EM-385 Chapter 30 Dive Operations, to develop the Dive Plan. Plans must be submitted within 10 days after contract Award. Diving plan measures include but not limited to:

• Ensure surface-supplied air (SSA) is in use at all times

• Ensure live boating is not in use during the diving operation

• Ensure practices manual is always available, safe practices shall include but not be limited to:

o Safety procedures and checklist o Equipment certifications, procedures, and inspection list o Emergency procedures for fire, equipment failure, and adverse weather conditions o Assignments and responsibilities of dive team members o Ensure First Aid Kit is present and readily available

14.11 – Boating Safety and DNR Regulations

The Contractor and/or Sub-Contractor shall adhere to all safety rules, policies, and regulations for Boat Registration and Safety under the 625 ILCS 45:

• Ensure registration, expiration decals, and Certificate of Title to operate vessel are up-to-date and readily available

• Ensure all vessel operators have a valid Boating Safety Certificate accepted by the DNR

• Ensure vessel is equipped with all appropriate safety equipment including but not limited to:

o Personal Flotation Devices (PFDs) o Fire Extinguishers o Backfire Flame Arrestors o Ventilation Systems o Boat Battery o Mufflers and Noise Level Limits o Engine Cut-Offs Switch (ECOS) o Sound Producing Devices o Visual Distress Signals (VDSs) o Navigation Lights

• Watercraft will be properly decontaminated before being brought on-site

• All wading gear and equipment must be decontaminated prior to start of the project

• Watercraft and trailer will be inspected by the Government when launched and retrieved from the water

• Prior to leaving or entering the waterway, remove all plant and animal material from the watercraft, trailer, and equipment and dispose debris in the trash or on dry land away from the launch ramp

• Drain or remove water from the watercraft, bilge, live well, engine, and internal compartments by removing drain plugs

14.12 – Accident and Damage Reporting

The Contractor shall notify the Contracting Officer as soon as practical, but no more than four hours after any accident meeting the definition of Recordable Injuries or Illnesses or High Visibility Accidents, property damage equal to or greater than $2,000.00, or any Weight Handling Equipment (WHE) accident. Notification shall also be provided for any mishap occurring in any of the following high hazard areas: electrical (to include Arc Flash, electrical shock, etc.); uncontrolled release of hazardous energy (includes electrical and non-electrical); weight or load handling equipment (LHE) or rigging; fall-from-height (any level other than same surface); and underwater diving. These mishaps shall be investigated in depth to identify all causes and to recommend hazard control measures.

Within notification include Contractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured;

extent of property damage, if any; extent of injury, if known, and brief description of accident (to include type of equipment used, PPE used, etc.). The Contractor shall preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted.

The Contractor shall conduct an accident investigation for recordable injuries and illnesses, for accidents requiring Medical Treatment, property damage accidents resulting in at least $20,000 in damages, and near misses as defined in EM 385-1-1, to establish the root cause(s) of the accident. The Contractor shall complete the applicable NAVFAC Contractor Significant Incident Reporting System (CIRS), and electronically submit via the NAVFAC Enterprise Safety Applications Management System (ESAMS).

For a near miss, the Contractor shall complete the applicable documentation in NAVFAC Contractor Incident Reporting System (CIRS), and electronically submit via the NAVFAC Enterprise Safety Applications Management System (ESAMS).

For a near miss, the Contractor shall report verbally to the Contracting Officer as soon as management becomes aware but not later than 4 hours of such event. A near miss occurs when an accident was avoided by mere chance or when intervention prevented an ongoing sequence of events that would have resulted in an accident.

The Contractor shall also complete the OSHA 300 forms (OSHA 300, 300A, & 301) for any work-related injuries and illnesses that occur.

* Contractor Incident Report System – Section 16.8 (ATTACHMENT)

* OSHA 300 Forms – Section 16.9 (ATTACHMENT)

14.12.1 – Accident Reporting and Notification Criteria

The following criteria and definitions apply to the accident reporting requirements specified above:

Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

Death, regardless of the time between the injury and death, or the length of the illness;

1) Days away from work (any time lost after day of injury/illness onset)

2) Restricted work;

3) Transfer to another job;

4)…