70Z08226BCEUM0001 Specifications.pdf

CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117TH AVENUE

MIAMI, FLORIDA 33177

CONTRACT SPECIFICATIONS

REBUILD BAHIA DE GUAYANILLA ENTRANCE RANGE REAR LIGHT

(LIGHT LIST NUMBER 32075)

AT

UNITED STATES COAST GUARD

AIDS TO NAVIGATION TEAM (ANT) PUERTO RICO,

PUERTO RICO

PROJECT NUMBER 13832866

FINAL DESIGN: JULY 02, 2026

TABLE OF CONTENTS

DIVISION 01 GENERAL REQUIREMENTS

Section 01 11 00 Summary of Work

Section 01 32 01.00 10 Project Schedule

Section 01 33 00 Submittal Procedures

Section 01 45 00 Quality Control

Section 01 57 19 Temporary Environmental Controls

DIVISION 02 EXISTING CONDITIONS

Section 02 41 19 Selective Structural Demolition

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

APPENDIX E

APPENDIX F

SUBMITTAL REGISTER

ENVIRONMENTAL BEST MANAGEMENT PRACTICES

PROTECTED SPECIES CONSTRUCTION CONDITIONS

POST CONSTRUCTION SURVEY REQUIREMENTS

PHOTOGRAPHS OF EXISTING ATON STRUCTURE

CEU MIAMI ENVIRONMENTAL SOW REQUIREMENTS FOR

AIDS TO NAVIGATION (ATON) PROJECTS IN DISTRICT 7 AND

DISTRICT 8

-- End of Table of Contents --

REBUILD BAHIA DE GUAYANILLA ENTRANCE RRL

(LLNR 32075)

13832866

Section 01 11 00

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1. GENERAL DESCRIPTION

1.2. GENERAL WORK REQUIREMENTS

The work generally includes, but is not limited to, the following:

BASE BID

The base bid, on-site work consists of furnishing all labor, tools, equipment, materials, supervision, and transportation necessary for, and incidental to, the demolition/removal and new construction of the aid-to-navigation (ATON) structure; the Bahia de Guayanilla Entrance Range Rear

Light (RRL), Light List Number(LLNR) 32075 in accordance with drawing number

M13832866 sheets G-001 and S-001 through S-006. The new structure will consist of a metal skeleton tower design mounted and bolted to a metal platform supported on steel piles. The following is a general summary of the work:

A. Remove the existing metal tower and steel piles that are embedded in the mudline, including any debris still attached to or surrounding the structure. The piles shall be cut at the mud line elevation (not pulled out). Dispose in accordance with specifications and state and federal laws.

B. Survey and mark the location of the existing structure on the ocean bottom with a timber pile marker for placement of the new structure.(see paragraph 1.25).

C. Construct the new James River Ice Resistant Structure (JRIRS) platform foundations supported on steel piles for each structure as

-per details on drawings.

D. The new JRIRS structure will consist of a four-pile steel dolphin and an eight feet square steel platform with fiberglass grating that will serve as the foundation for a steel skeleton tower. An 18-inch diameter by ½-inch thick "king pile" will be driven on the surveyed position, a structural steel JRIRS sleeve template as shown in the drawings will be placed over the “king pile” and three 12-inch by ½-inch diameter batter piles will be driven through the sleeve template. All steel piles are to be driven to refusal or a minimum of 45 tons whichever is achieved first. The steel platform and fiberglass grating will be mounted on the pile dolphin foundation.

The design height for the platform is 10 feet above the Mean Lower

Low Water (MLLW) elevation of 0.00’feet based on The North American

Vertical Datum of 1988 (NAVD 88). For purposes of bid, the embedment depth of the steel piles in the mud line shall be assumed to be 50 feet. The water depth at the area of work fluctuates during the year from approximately 10-feet to 15-feet.

13832866

Section 01 11 00

E. The skeleton tower mounted on the JRIRS platform will have a height of 10-feet above the steel platform with a focal signal height of

11 feet above the steel platform. The tower will be used to support solar panels, day boards, batteries, light signals, and servicing personnel as necessary. Solar panels, day boards, batteries and light signals will be provided and installed by the

U.S. Coast Guard (USCG) Aids to Navigation Team (ANT) Puerto Rico personnel.

The skeleton metal tower shall be fabricated off site as per details on the drawings.

Prepare the top of the steel platform foundation, transport and install metal tower structure to foundation with anchor bolts as per details on drawings.

F. Conduct a final position survey for the structure.

G. The contractor must notify the Contracting Officer’s Representative

(COR) in writing at least 72 hours in advance, the exact time and day when the existing focal lights and day boards need to be removed by U.S. Coast Guard ANT Puerto Rico personnel prior to the demolition of the existing ATON structure. Also, the contractor must notify the COR in writing 72 hours in advance when the new solar panels, day boards, and focal lights are ready to be installed once the new ATON structure has been completed and inspected.

H. The contractor shall comply with the requirements of the CEU Miami

Environmental Scope of Work (SOW) Requirements for Aids to Navigation

(ATON) Projects in District 7 and District 8 included in Appendix F of these specifications.

1.3. SPECIAL WORK REQUIREMENTS

A. The site superintendent shall:

(1) Be an employee of the prime contractor.

(2) Be “on site” while work is conducted.

(3) Speak fluent English.

(4) Have at least 10 years of experience in the construction industry.

B. The Contractor’s Quality Control Manager is responsible for all quality control and quality assurance aspects of the project, and may also be the site superintendent.

C. Comply with all hot work requirements of the USCG unit.

D. Coordinate all staging and laydown areas with the COR prior to commencement of work.

1.4. DRAWINGS ACCOMPANYING SPECIFICATION

A. There are seven drawings accompanying this specification, USCG drawing number M13832866 sheets G-001 and S-001 through S-

006.

1.5. PROJECT PERFORMANCE PERIOD

A. The total contract performance period shall include the time needed to complete administrative processes, review, and approve material submittals, complete the work, any inspections, complete all project record (closeout) documents, and USCG’s review of submittals. After work begins at the site, perform the work continuously during normal working hours and show daily progress until all work is complete.

B. The total contract performance period is 180 calendar days for the construction of the Bahia de Guayanilla Entrance Range Rear Light

(RRL) (LLNR 32075) structure.

1.6. CONSTRUCTION PROGRESS MEETINGS:

A. The Contractor’s Quality Control Manager shall hold on-site bi-weekly meetings with a virtual option provided for all stakeholders, in accordance with Section 01 45 00 Quality Control, paragraph titled QC Meetings.

B. The Contractor shall submit a meeting agenda at least two working days beforehand to all stakeholders, to include a list of attendees, a two-week look ahead, pending requests for information

(RFIs), submittals, or other similar items. After the meeting, the

Contractor shall submit the meeting minutes within three working days to all stakeholders.

1.7. LOCATION

Location of Bahia de Guayanilla Entrance RRL (LLNR 32075):

Latitude: 17 Degrees 59 Minutes 06.99 Seconds North

Longitude: 66 Degrees 40.5 Minutes 50.88 Seconds West

The site is located on the entrance to the Bahia de Guayanilla, Puerto Rico.

The location is shown on drawing sheet G-001.

1.8. INSPECTION PRIOR TO BID

Prospective bidders are highly encouraged to visit the site to familiarize themselves with the existing conditions. Arrangements for visiting the site may be made by contacting:

Robert E. McCurdy, BMC / Tyler T. Steffey, BM1 Officer in Charge (OIC)

Aids to Navigation Team Puerto Rico 5 Calle La Puntilla San Juan, PR 00901

Email: Robert.e.mcurdy@uscg.mil / Tyler.T.Steffey@uscg.mil

Telephone: (206) 815-7448

The work site is accessible by vessel. It is the Contractor’s responsibility to determine off-site lay-down and vessel accommodation.

mailto:Robert.e.mcurdy@uscg.mil mailto:Robert.e.mcurdy@uscg.mil mailto:Tyler.T.Steffey@uscg.mil

1.9. WORK HOURS AND SPECIAL TIME EVENTS AND ACTIVITIES

1.9.1. Normal Working Hours

A. Perform all work at the site from Monday through Friday from 7:00 am to 4:00 pm, except on federal holidays.

B. Performing the work beyond the listed working hours is at the discretion of the COR. The USCG may reject any such request without impacting the cost and performance period of the contract.

(1) Compose the request to include projected day(s) and hours of the work, a list of expected personnel including the Sub-Contractor, and the planned work to be performed during this period.

Indicate in the request that the planned work is to be performed at no additional cost to the USCG.

(2) The Contractor shall request approval three working days in advance of the requested time.

1.9.2. Special Prior Notice Notifications or Requests

Notify or request via email, COR approval for the events listed in the table below. Failure to adhere to the timelines below may result in disapproval or delay attributable to the Contractor. Include these special project notifications in the Construction Progress Schedule specified in Section 01

32 01.00 10 PROJECT SCHEDULE.

Activity Type Lead Time

Mobilization Approval 10 Working Days

Work commencement Notice Five Working Days

Change in Personnel Approval Three Working Days

Work Outside Normal Hours Approval Three Working Days

Utility Interruption Approval 15 Working Days

Submittals Approval 10 Working Days

Requests for Information Approval 10 Working Days

Field Tests Notice 10 Working Days

Final Inspection Approval Five Working Days

1.10. SPECIFIC ENVIRONMENTAL REQUIREMENTS

Refer to the section titled Environmental for general environmental requirements. Sea turtles may be present in the work area, although highly unlikely due to the location and time of year.

Best management practices (BMP) shall be implemented by the Contractor for sea turtles, which includes stopping work when a sea turtle comes within 50 feet of equipment. In addition, BMPs will be implemented for manatees and will include similar precautions.

The disposal of all wastes generated from this project must be sent to a

Puerto Rico approved landfill or shipped off site to a state approved landfill, all solid wastes must be separated by type of recyclable, hazardous, acute hazardous and general landfill. Hazardous waste codes must be utilized to identify any hazardous waste and must be disposed of in accordance with federal, state, and local rules.

1.11. NENVIRONMENTAL

1.11.1. Protection of the Environment

The Contractor shall comply with all applicable federal, state, and local laws and regulations for the protection of the environment, including but not limited to the Endangered Species Act, Bald and Golden Eagle Protection Act, the Migratory Bird Treaty Act, National Historic Preservation Act, the

Resource Conservation and Recovery Act, and Comprehensive Environmental

Response, Compensation, and Liability Act.

1.11.2. Generated Waste

A. Any waste generated shall be properly characterized and shall be recycled or be disposed of in accordance with Resource Conservation and Recovery Act (RCRA) requirements and in accordance with federal, state, and local laws and regulations.

B. Any hazardous waste shall have the USCG listed as the generator and signatory. Any hazardous waste shall be analyzed, characterized, stored, and disposed of in accordance with RCRA and all applicable federal, state, and local laws and ordinances.

C. The Contractor shall coordinate an on-site storage location with the

COR prior to the waste generation.

D. The Contractor shall submit for COR approval, the proposed disposal facility with proof of acceptance, qualifications of the transporters, and the hazardous waste manifest at least 10 working days prior to transportation. The Contractor shall not proceed without approval.

E. The Contractor shall provide the disposal facility receipt for all waste within 10 working days of disposal.

1.12. SAFETY PROGRAM

1.12.1. General

The Contractor is responsible for work site safety. Implement a safety program that protects the lives and health of personnel in the construction area, prevents damage to property, and avoids work interruptions.

1.12.2. Compliance

Provide appropriate safety measures including but not limited to barricades, signs, and signal lights as well as complying with the requirements of all applicable federal, state, and local safety laws, rules, and regulations, including, but not limited to, the U.S. Army Corps of Engineers (USACE) EM-

385-1-1, and Occupational Safety and Health Administration (OSHA) requirements.

1.12.3. Qualifications

As per the EM 385-1-1, the Site Safety and Health Officer (SSHO) should have their OSHA 30-hour course completion, five years of continuous construction industry safety experience, and eight hours documented coursework per year.

If the SSHO is off site for longer than 24 hours, an alternate SSHO shall be provided.

1.12.4. Safety Plan

Submit a written safety plan. At a minimum, describe the general safety program and identify specific safety provisions for hazards incidental to the contract work such as elevated working surfaces, working over water, working from floating work platforms, overhead crane operations or similar conditions of the work, and provide the SSHO qualifications.

1.12.5. Safety Data Sheets and Material Handling Procedures

A. Data Sheets:

(1) Submit Safety Data Sheet (SDS) for all materials containing hazardous substances required for contract execution. Submit SDS to COR for approval prior to bringing these materials on site.

B. Material Storage:

(1) Limit the quantity of these materials stored on site to the amount needed for execution of the work. Do not store excess materials on site. Store these materials in accordance with all applicable federal, state, and local laws and regulations and provide additional storage facilities (paint lockers, etc.) as required for the storage of such materials.

(2) Coordinate the physical location of storage areas with the COR prior to bringing these materials on site.

C. Protective Measures:

(1) Comply with protective measures specified on the SDS and as required by federal, state, and local regulations to protect all personnel near the work area from exposure to these materials. Include all required protective measures in the safety plan. Submit protective measures to the COR for approval prior to allowing use of these materials.

D. Disposal of Excess Material:

(1) Dispose of all excess hazardous materials as specified in the respective SDS and the paragraph titled Generated Waste.

1.13. AVAILABILITY OF UTILITY SERVICES

No utilities are available at the site. The Contractor shall be responsible for providing any and all required electricity and potable water. The

Contractor shall provide temporary toilet facilities for their personnel.

1.14 TRANSPORTATION OF GOVERNMENT INSPECTORS

The Contractor shall provide transportation for Government Inspectors to and from the work site. Requests for transportation to the site will be made by the COR at least 24 hours prior to inspection.

1.15 CLEANUP

A. The Contractor shall keep the work area free from accumulation of waste materials daily. The Contractor shall not use USCG waste disposal facilities.

B. All materials including construction debris and equipment shall be removed from USCG property in accordance with the paragraph titled

Generated Waste above.

1.16 PRECAUTIONS

The area in which the work is being performed is exposed to heavy weather action at times. As such, the area can be subject to high winds, breaking waves, submersion and countless other hazards associated with its location on a jetty exposed to the sea. The Contractor shall take every practicable precaution to minimize danger to personnel and government property.

1.17 SIGNAGE LIGHTS

The Contractor’s marine equipment shall display such lights and day signals as may be required under the COMDTINST M16672.2(series) Navigation Rules, International and Inland. The Contractor may inquire at the nearest U.S.

Coast Guard Sector Prevention Office for specific information on these rules.

The Contractor must provide obstruction lighting on any obstruction, including the tower while under construction that is created by the

Contractor.

1.18 MISPLACED MATERIAL

Should the Contractor, during the progress of the work, lose, dump, throw over-board, sink, or misplace any material, plant, machinery, or appliance which in the opinion of the COR may be dangerous to the environment or obstruct navigation, the Contractor shall recover and remove the same with the utmost dispatch. The Contractor shall give immediate notice, with description and location of such obstructions, to the COR, and when required shall mark or buoy such obstructions until the same are removed. Should the Contractor refuse, neglect, or delay compliance with the above requirements, such obstruction may be removed by the Government, and the cost of such removal may be deducted from any money due or to become due the Contractor or may be recovered under the

Contractor’s bond. The liability of the Contractor for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Section 15, 19 and 20 of the River and Harbor Act of 3 March 1899 (33 U.S.C.

410 et seq.).

1.19 STORM PROTECTION

The Contractor shall take every practicable precaution to minimize danger from storms to personnel, the work, and to adjacent property.

1.20 RECEIPT OF MATERIALS

The Contractor is responsible to receive all equipment, materials, and supplies.

1.21 DELIVERY AND STORAGE

The Contractor is responsible for the proper transport and storage of all equipment and materials.

1.22 SECURITY

1.22.1.1.1 Submit a list of the names of all personnel working on the project site prior to the preconstruction conference for approval. The list shall be submitted via email, and at a minimum, include the first name, last name, job description, and company of employment.

1.22.1.1.2 Submit a new list within three working days of a change in on-site project personnel. Only personnel on the approved list are allowed onto the project site.

1.22.1.1.3 All approved personnel shall carry a valid, Government-issued identification while on USCG property in conformance with the

Real ID Act of 2005. Non-compliant personnel shall be escorted off USCG property.

1.23 FINAL INSPECTION AND ACCEPTANCE

Submit an electronic, written request for final inspection acceptance to the

COR in accordance with the paragraph titled Special Prior Notice Notifications and Requests.

1.24 WARRANTIES

Endorse all warranties or guarantees to the USCG.

1.25 PRE-CONSTRUCTION SURVEY

The Contractor shall perform a pre-construction survey of the existing aid-to-navigation structure to determine the exact location of the center of the existing light. The new aid-to-navigation structure and light shall be located as close as possible to the center of the existing light. The

Contractor shall mark the geographic position of the existing and proposed lights and submit the position to the government for approval along with photographs showing the marked location with reference to other landmarks.

1.26 POST-CONSTRUCTION SURVEY

Once construction is complete and the USCG installs the new lights and day boards, the Contractor shall use a third party, registered land surveyor to survey the actual position of the light on the structure. Survey and report shall be submitted in accordance with Appendix D.

-- End of Section --

REBUILD BAHIA DE GUAYANILLA ENTRANCE RRL 13832866

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 GENERAL

Prepare a horizontal bar graph project schedule using a time scale. The project should be divided and subdivided into a sufficient number of work activities that can accurately graphically display the work sequence, activity duration interplay of activities, and dollar value of each activity.

1.2 RESPONSIBILITIES

The Contractor is responsible for executing the work within the time stated in the contract.

1.3 SUBMITTALS

1.3.1 FINAL PROJECT SCHEDULE

Submit the final project schedule no later than five calendar days after receiving the notice to proceed (NTP). A draft schedule is to be submitted before the preconstruction conference with time periods shown but without dates of NTP and completion shown. Once a NTP date is established, the dates are to be filled in. By having the draft schedule at the preconstruction conference, the COR and the Contractor can discuss any apparent inconsistencies or omissions, and approval can be expedited.

Submit an updated project schedule every month along with the request for payment.

1.3.2 UPDATED PROJECT SCHEDULE

Submit an updated project schedule every month along with the request for payment.

PART 2 PRODUCTS

2.1 PROJECT SCHEDULE

The project schedule shall include the project name, location, contract number, and company name. The final project schedule, with the NTP and completion dates filled in, shall be signed.

At the left side of the form, list in columns.

2.1.1 Activity number and description - At a minimum, break down the project into 10 activities or the number of disciplines or trades involved in the project. Activities can be of various origins (i.e., by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.)

2.1.2 Specification section reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

2.1.3 The activities percentage (i.e. 50 percent) or weight (i.e., 0.5) of the entire contract based on dollar value - the cumulative percentage shall add up to 100 percent.

2.1.4 Estimated value of the activity - Profit and overhead should be distributed throughout activities or listed as a separate line item and distributed over the entire length of the project. The total values shall add to the contract amount.

Establish the time schedule across the top of the sheet for the entire project duration. Divide the project into months, weeks, or days depending on the length of the project and an appropriate time scale.

Lay out a bar graph opposite each activity, corresponding to the schedule start date and extended for the scheduled duration of the activity.

Indicate the percentage of the activity, which you intend to complete each week above or below each bar.

PART 3 EXECUTION

3.1 UPDATING SCHEDULE

Update and submit the project schedule every month with progress payment showing actual progress. The updated project schedule shall include the original information and an updated actual progress curve using a broken line.

3.2 DELAYS

If the Contractor knows or has reason to believe that the delivery of any material or equipment, the shortage of qualified labor, delays caused by others, or the occurrence of any other difficulty may cause delay in executing the work as scheduled, the Contractor shall notify the COR, in writing, within three calendar days.

3.3 PROGRESS CHART

A sample progress chart is shown on the following page. This is provided for reference only. It displays the "type" of information, which shall be included in the submitted project schedules.

SECTION 01 33 00

SUBMITTALS PROCEDURES

1.1 SUBMITTALS REQUIRED

Items to be submitted are specified in each applicable section of this specification. Submittals shall be approved before procurement, fabrication, or delivery of items to the job site. Partial submittals are not acceptable and will be returned without review. Submittals shall include the manufacturer’s name, trade name, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and paragraph reference, applicable federal, military, industry and technical society publication references, and other information necessary to establish contract compliance of each item the Contractor proposes to furnish.

1.2 TIMING OF SUBMITTALS

1.2.1 TIMING AND SEQUENCE

Submit submittals in sufficient time and in such sequence to avoid delays in the work. Except for voluminous submittals, numerous submittals submitted on or about the same time, and submittals for very complex items, submittals will be reviewed by the COR and returned to the Contractor within 10 working days after receipt. The Contractor shall begin the shop drawing submittal process after the project is awarded.

1.2.2 LONG LEAD TIME ITEMS

Submit a list of long lead items within five calendar days of award. This list shall identify items such as but not limited to materials, fabrication, and delivery of items to the job site. The Contractor shall prepare submittals and submit those items in sufficient time to avoid delays.

Special attention shall be given to the long lead items to avoid delays in the work.

1.2.3 SHOP DRAWING SUBMITTAL PROCESS

The Contractor shall begin the shop drawing submittal process after the project is awarded. Special attention shall be given to long lead items to avoid delays in the work.

1.3 DEFINITION

The Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. Typical submittal types and numbers of each required, are as follows:

1.3.1 MANUFACTURER’S DATA (ONE ELECTRONIC COPY)

Submittals for each manufactured item shall be manufacturer’s descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves and catalog cuts. Submit complete descriptive data for each type of material. Clearly mark data to indicate the type the Contractor intends to provide.

1.3.2 SHOP DRAWINGS (FIVE EACH)

Shop drawings shall show types, sizes, accessories, and other items that must be shown to ensure a coordinated installation. If any equipment is disapproved, the drawings shall be revised to show acceptable equipment and be resubmitted. Shop drawings shall be a minimum of 8.5 inches by 11 inches in size.

1.3.3 SCHEDULES (ONE ELECTRONIC COPY)

As required under specific sections.

-- End of Section –-

SECTION 01 45 00

QUALITY CONTROL

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.

U.S. Army Corps of Engineers (USACE)

EM 385-1-1 2024 Safety and Occupational Health Requirements

1.2 SUBMITTALS

The USCG approval is required for all submittals indicated below. The following shall be submitted in accordance with Section 01 33 00, Submittal

Procedures:

Submit a quality control plan within 15 calendar days after award.

1.3 INFORMATION FOR THE COR

Deliver the following to the COR:

1.3.1 Contractor Quality Control (CQC) Report: Original by 10:00 AM the next working week that work is performed.

1.3.2 Contractor Production Report: Original by 10:00 AM the next working week that work is performed.

1.3.3 Preparatory Phase Checklist: Original attached to the CQC Report.

1.3.4 Initial Phase Checklist: Original attached to the CQC Report.

1.3.5 Field Test Reports: Within the week after the test is performed, attached to the CQC report.

1.3.6 Quality Control (QC) Meeting Minutes: Within the week after the meeting.

1.3.7 QC Certifications: As required by the paragraph entitled "QC

Certifications."

1.4 QUALITY CONTROL PROGRAM REQUIREMENTS

Establish and maintain a QC program as described in this section. The QC program consists of a QC manager, a QC plan, a coordination and mutual understanding meeting, QC meetings, three phases of control, submittal review and approval, testing, and QC certifications and documentation necessary to provide materials, equipment, workmanship, fabrication, construction, and operations which comply with the requirements of this contract.

file:///C:/Users/RRHolzinger/AppData/Local/Microsoft/Windows/Temporary%20Internet%20Files/Content.Outlook/01%2033%2000.doc

The QC program shall cover on-site and off-site work and shall be keyed to the work sequence. No work or testing may be performed unless the QC manager is on the work site.

1.4.1 PRELIMINARY WORK AUTHORIZED PRIOR TO ACCEPTANCE

The only work that is authorized to proceed prior to the acceptance of the

QC plan is mobilization of storage and office trailers, temporary utilities, and surveying.

1.4.2 ACCEPTANCE

Acceptance of the QC plan is required prior to the start of construction.

The COR reserves the right to require changes in the QC plan and operations as necessary, including removal of personnel, to ensure the specified quality of work. The COR reserves the right to interview any member of the

QC organization at any time in order to verify the submitted qualifications.

1.4.3 NOTIFICATION OF CHANGES

Notify the COR, in writing, of any proposed change, including changes in the

QC organization personnel, a minimum of seven calendar days prior to a proposed change. Proposed changes shall be subject to the acceptance by the

COR.

1.5 QC ORGANIZATION

1.5.1 QC MANAGER

1.5.1.1 Duties

Provide a QC manager at the work site to implement and manage the QC program. In addition to implementing and managing the QC program, the QC manager may perform the duties of site superintendent. The QC manager is required to attend the coordination and mutual understanding meeting, conduct the QC meetings, perform the three phases of control, perform submittal review and approval, ensure testing is performed and provide QC certifications and documentation required in this contract. The QC manager is responsible for managing and coordinating the three phases of control and documentation performed by others.

1.5.1.2 Qualifications

An individual with a minimum of ten years combined experience as a superintendent, inspector, QC manager, project manager or construction manager on similar size and type construction contracts which included the major trades that are part of this contract. The individual must be familiar with the requirements of the EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

1.5.1.3 Construction Quality Management Training

In addition to the above experience and education requirements, the QC manager shall have completed the course “Construction Quality Management for Contractors” and will have a current certificate.

1.5.2 ALTERNATE QC MANAGER DUTIES AND QUALIFICATIONS

Designate an alternate QC manager to serve in the event of the designated QC manager’s absence. The period of absence may not exceed two weeks at one time, and not more than 30 working days during a calendar year. The qualification requirements for the alternate QC manager shall be the same as for the QC manager.

1.6 QUALITY CONTROL PLAN

1.6.1 REQUIREMENTS

Provide, for acceptance by the COR, a QC plan submitted electronically that covers both on-site and off-site work and includes the following with a table of contents listing the major sections identified with tabs.

1.6.1.1 QC Organization: A chart showing the QC organizational structure and its relationship to the production side of the organization.

1.6.1.2 Names and Qualifications: In resume format, for each person in the QC organization. Include the QC manager for contractor’s course certification required by the paragraph entitled “Construction Quality

Management Training”.

1.6.1.3 Duties, Responsibilities and Authorities of QC Personnel: Of each person in the QC organization.

1.6.1.4 Outside Organizations: A listing of outside organizations such as architectural and consulting engineering firms that will be employed by the Contractor and a description of the services these firms will provide.

1.6.1.5 Appointment Letters: Letters signed by an officer of the firm appointing the QC manager and alternate QC manager and stating that they are responsible for managing and implementing the QC program as described in this contract. Include in this letter the QC manager’s authority to direct the removal and replacement of non-conforming work.

1.6.1.6 Submittal Procedures and Initial Submittal Registers: Procedures for reviewing, approving, and managing submittals. Provide the name(s) of the person(s) in the QC organization authorized to review and certify submittals prior to approval.

1.6.1.7 Testing Plan and Log: A testing plan and log that includes the tests required, referenced by the specification paragraph number requiring the test, the frequency, and the person responsible for each test.

1.6.1.8 Procedures to Complete Rework Items: Procedures to identify, record, track, and complete rework items.

1.6.1.9 Documentation Procedures:

1.6.1.10 List of Definable Features: A definable feature of work (DFOW) is a task, which is separate and distinct from other tasks, has the same control requirements and work crews. The list shall be cross-referenced to the Contractor’s construction schedule and the specification sections. For projects requiring a progress chart, the list of definable features of work shall include but not be limited to all items of work on the schedule. For projects requiring a network analysis schedule, the list of definable features of work shall include but not be limited to all critical path activities.

1.6.1.11 Procedures for Performing Three Phases of Control: For each DFOW provide preparatory and initial phase checklists. Each list shall include a breakdown of quality checks that will be used when performing the quality control functions, inspections, and tests required by the contract documents. The preparatory and initial phases shall be conducted with a view towards obtaining quality construction by planning ahead and identifying potential problems.

1.6.1.12 Procedures for Completion Inspection: See the paragraph titled “Completion Inspections”.

1.7 COORDINATION AND MUTUAL UNDERSTANDING MEETING

During the preconstruction conference and prior to the start of construction, discuss the QC program required by this contract. The purpose of this meeting is to develop a mutual understanding of the QC details, including documentation, administration for on-site and off-site work, and the coordination of the Contractor’s management, production and the QC personnel.

At the meeting, the Contractor will be required to explain how three phases of control will be implemented for each DFOW. The Contractor’s personnel required to attend shall include the QC manager, project manager, and superintendent. Minutes of the meeting will be prepared by the QC manager and be signed by both the Contractor and the COR. The Contractor shall provide a copy of the signed minutes to all attendees. Repeat the coordination and mutual understanding meeting when a new QC manager is appointed.

1.8 QC MEETINGS

After the start of construction, the QC manager shall conduct QC meetings once every two weeks at the work site with the superintendent and the foreman responsible for the ongoing and upcoming work. The QC manager shall prepare the minutes of the meeting and provide a copy to the COR within two working days after the meeting. As a minimum, the following shall be accomplished at each meeting:

1.8.1 Review the minutes of the previous meeting.

1.8.2 Review the schedule and the status of work and rework.

1.8.3 Review the status of submittals.

1.8.4 Review the work to be accomplished in the next two weeks and documentation required.

1.8.5 Resolve QC and production problems (Request for Information

(RFIs), etc.).

1.8.6 Address items that may require revising the QC plan.

1.8.7 Review the safety plan.

1.9 THREE PHASES OF CONTROL

The three phases of control shall adequately cover both on-site and off-site work and shall include the following for each DFOW.

1.9.1 PREPARATORY PHASE

Notify the COR at least two working days in advance of each preparatory phase. Conduct the preparatory phase with the superintendent and the foreman responsible for the DFOW. Document the results of the preparatory phase actions in the daily CQC report and in the QC checklist. Perform the following prior to beginning work on each DFOW:

1.9.1.1 Review each paragraph of the applicable specification sections.

1.9.1.2 Review the contract drawings.

1.9.1.3 Verify that appropriate shop drawings and submittals for materials and equipment are submitted and approved. Verify receipt of approved factory test results, when required.

1.9.1.4 Review the testing plan and ensure that provisions are made to provide the required QC testing.

1.9.1.5 Examine the work area to ensure that the required preliminary work is completed.

1.9.1.6 Examine the required materials, equipment and sample work to ensure that they are on hand and conform to the approved shop drawings and submitted data.

1.9.1.7 Review the Accident Prevention Plan (APP) and appropriate

Activity Hazard Analysis (AHA) to ensure that applicable safety requirements are met, and that required SDS are submitted.

1.9.1.8 Discuss specific controls used and the construction methods and the approach that will be used to provide quality construction by planning ahead and identifying potential problems for each DFOW.

1.9.2 INITIAL PHASE

Notify the COR at least two working days in advance of each initial phase.

When construction crews are ready to start work on a DFOW, conduct the initial phase with the foreman responsible for that DFOW. Observe the initial segment of the work to ensure that it complies with contract requirements. Document the results of the Initial Phase in the daily CQC report and in the QC checklist. Perform the following for each DFOW:

1.9.2.1 Establish the quality of workmanship required.

1.9.2.2 Resolve conflicts.

1.9.2.3 Ensure that testing is performed by the approved laboratory.

1.9.2.4 Check work procedures for compliance with the APP and the appropriate AHA to ensure that applicable safety requirements are met.

1.9.3 FOLLOW-UP PHASE

Perform the following for on-going work daily, or more frequently as necessary, until the completion of each DFOW and document in the daily CQC report and in the QC checklist:

1.9.3.1 Ensure the work is in compliance with contract requirements.

1.9.3.2 Maintain the quality of workmanship required.

1.9.3.3 Ensure that testing is performed by the approved laboratory.

1.9.3.4 Ensure that rework items are being corrected.

1.9.3.5 Ensure manufacturers’ representatives have performed necessary inspections, if required.

1.9.4 ADDITIONAL PREPARATORY AND INITIAL PHASES

Additional preparatory and initial phases shall be conducted on the same

DFOW if the quality of on-going work is unacceptable, if there are changes in the applicable QC organization, if there are changes in the on-site production supervision or work crew, if work on a DFOW is resumed after substantial period of inactivity, or if other problems develop.

1.9.5 NOTIFICATION OF THREE PHASES OF CONTROL FOR OFF-SITE WORK

Notify the COR at least two weeks prior to the start of the preparatory and initial phases.

1.10 SUBMITTAL REVIEW AND APPROVAL

Procedures for submission, review, and approval of submittals are described in the submittal section of the specification.

1.11 QC CERTIFICATIONS

1.11.1 CONTRACTOR QUALITY CONTROL REPORT CERTIFICATION

Each CQC report shall contain the following statement: "On behalf of the

Contractor, I certify that this report is complete and correct and equipment and material used and work performed during this reporting period is in compliance with the contract drawings and specifications to the best of my knowledge except as noted in this report."

1.11.2 INVOICE CERTIFICATION

Furnish a certificate to the COR with each payment request, signed by the QC manager, attesting that as-built drawings are current and attesting that the work for which payment is requested, including stored material, is in compliance with contract requirements.

1.11.3 COMPLETION CERTIFICATION

Upon completion of work under this contract, the QC manager shall furnish a certificate to the COR attesting that "the work is completed, inspected, tested and is in compliance with the contract."

1.12 COMPLETION INSPECTIONS

1.12.1 PUNCH-OUT INSPECTION

Near the completion of all work or any increment thereof established by a completion time or stated elsewhere in the specifications, the QC manager shall conduct an inspection of the work and develop a punch list of items which do not conform to the approved drawings and specifications. Include in the punch list any remaining items which were not corrected prior to the punch-out inspection. The punch list shall include the estimated date by which the deficiencies will be corrected. A copy of the punch list shall be provided to the COR. The QC manager or staff shall make follow-on inspections to ascertain that all deficiencies are corrected. Once this is accomplished, the Contractor shall notify the USCG that the facility is ready for the USCG "Pre-Final Inspection".

1.12.2 FINAL ACCEPTANCE INSPECTION

The QC manager, the superintendent, or other Contractor management personnel and the COR will be in attendance at this inspection. Additional USCG personnel may be in attendance. The final acceptance inspection will be formally scheduled by the COR based upon results of the “Pre-Final

Inspection”. Notice shall be given to the COR at least five working days prior to the final inspection. The notice shall state that all specific items previously identified to the Contractor as being unacceptable will be complete by the date scheduled for the final acceptance inspection.

1.13 DOCUMENTATION

Maintain current and complete records of on-site and off-site QC program operations and activities. The forms identified under the paragraph

“Information for the COR” shall be used. Reports are required for each day work is performed. Account for each calendar day throughout the life of the contract. Every space on the forms must be filled in. Use N/A if nothing can be reported in one of the spaces. The superintendent and the QC manager must prepare and sign the Contractor production and CQC reports, respectively. The reporting of work shall be identified by terminology consistent with the construction schedule. In the “remarks” section in this report which will contain pertinent information including directions received, problems encountered during construction, work progress and delays, conflicts or errors in the drawings or specifications, field changes, safety hazards encountered, instructions given, and corrective actions taken, delays encountered and a record of visitors to the work site. For each remark given, identify the schedule activity number that is associated with the remark.

1.13.1 QUALITY CONTROL VALIDATION

Establish and maintain the following in a series of three ring binders.

Binders shall be divided and tabbed as shown below. These binders shall be readily available to the COR during all business hours.

1.13.1.1 All completed Preparatory and Initial Phase Checklists, arranged by specification section.

1.13.1.2 All milestone inspections, arranged by Activity/Event Number.

1.13.1.3 A current up-to-date copy of the Testing and Plan Log with supporting field test reports, arranged by specification section.

1.13.1.4 Copies of all contract modifications, arranged in numerical order. Also include documentation that modified work was accomplished.

1.13.1.5 A current up-to-date copy of the punch List.

1.13.1.6 Maintain up-to-date copies of all punch lists issued by the QC Staff, the Contractor and Sub-Contractors and of all punch lists issued by the USCG.

1.13.2 AS-BUILT DRAWINGS

The QC manager is required to review the as-built drawings and ensure that they are kept current on a daily basis and marked to show deviations, which are made from the contract drawings. Ensure each deviation is identified with the appropriate modifying documentation, e.g. modification number, RFI number, etc. The QC manager shall initial each deviation or revision. Upon completion of work, the QC manager shall submit a certificate attesting to the accuracy of the as-built drawings prior to submission to the COR.

1.14 NOTIFICATION ON NON-COMPLIANCE

The COR will notify the Contractor of any detected non-compliance with the foregoing requirements. The Contractor shall take immediate corrective action. If the Contractor fails or refuses to correct the non-compliant work, the COR will issue a non-compliance notice. Such notice, when delivered to the Contractor at the work site, shall be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the

COR may issue an order stopping all or part of the work until satisfactory corrective action is taken. The Contractor shall make no part of the time lost due to such stop orders the subject of a claim for extension of time, for excess costs, or damages.

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

referenced. The publications are referred to in the text by the basic

CODE OF FEDERAL REGULATIONS (CFR)

40 CFR 112 Oil Pollution Prevention

40 CFR 171 General Information, Regulations, and Definitions

40 CFR 172 Hazardous Materials, Tables, and Hazardous Materials

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 279 Used Oil Regulations

40 CFR 300 National Oil and Hazardous Substances Pollution Contingency Plan

40 CFR 355 Emergency Planning and Notification

1.2 DEFINITIONS

1.2.1 SEDIMENT

Soil and other debris, including that which has eroded and has been transported by runoff water or wind.

1.2.2 SOLID WASTE

Garbage, refuse, debris, rubbish, or other discharged material (except hazardous waste as defined in the paragraph titled Hazardous Waste) resulting from domestic, industrial, commercial, mining, or agricultural operations.

1.2.3 DEBRIS

Combustible and noncombustible wastes such as ashes and waste materials resulting from construction or maintenance and repair work, leaves, and tree trimmings.

1.2.4 HAZARDOUS WASTE

Hazardous waste as defined in 40 CFR 261 or as defined by applicable state and local regulations.

1.2.5 HAZARDOUS MATERIALS

Hazardous materials as defined in 49 CFR 171 and listed in 49 CFR 172.

1.3 ENVIRONMENTAL PROTECTION REQUIREMENTS

Provide and maintain, during the life of the contract, environmental protection as defined. Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Plan for and provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with federal, state, and local regulations pertaining to the environment, including water, air, solid waste, hazardous waste and substances, oily substances, and noise pollution.

1.3.1 CONTRACTOR LIABILITIES FOR ENVIRONMENTAL PROTECTION

The Contractor is advised that this project and facility are subject to federal, state, and local regulatory inspections to review compliance with environmental laws and regulations. The Contractor shall fully cooperate with any representative from any federal, state or local regulatory agency who may visit the job site and shall provide immediate notification to the

COR, who shall accompany them on any subsequent site inspections. The

Contractor shall complete, maintain, and make available to the COR, base, or regulatory agency personnel all documentation relating to environmental compliance under applicable federal, state, and local laws and regulations.

The Contractor shall immediately notify the COR if a notice of violation is issued to the contractor.

PART 2 EXECUTION

1.4 PROTECTION OF NATURAL RESOURCES

Preserve the natural resources within the project boundaries and outside the limits of permanent work unless otherwise indicated. Restore to an equivalent or improved condition upon completion of work. Confine construction activities to within the limits of the work indicated or specified.

1.4.1 WATER RESOURCES

Prevent oil or hazardous substances from entering the ground, drainage areas, or navigable waters. In accordance with 40 CFR 112, surround all temporary fuel oil or petroleum storage tanks with a temporary berm or containment of sufficient size and strength to contain the contents of the tanks, plus 10 percent freeboard for precipitation. The berm shall be impervious to oil for 72 hours and be constructed so that any discharge will not permeate, drain, infiltrate, or otherwise escape before cleanup occurs.

1.4.2 FISH AND WILDLIFE RESOURCES

Do not disturb fish and wildlife. Do not alter water flows or otherwise significantly disturb the native habitat adjacent to the project and critical to the survival of fish and wildlife, except as indicated or specified.

1.5 TURBIDITY CONTROL

1.5.1 PROTECTIVE MEASURES

Turbidity Controls – A floating turbidity boom and curtain shall be installed to surround the specific work areas to prevent degradation of the water quality. Any turbidity control devises used shall remain in place until turbidity within controlled areas returns to within ambient turbidity levels of the surrounding waters. The Contractor shall ensure that turbidity curtains surround all the active work sites and extend to within one foot of the bottom. Turbidity levels measured in nephelometric turbidity units

(NTUs) shall be maintained.

1.5.2 EXCEED LIMIT

If turbidity at the compliance sites exceeds the background site by more than 29 NTUs, the Contractor shall immediately notify the COR. All measures required to reduce turbidity shall be immediately taken. Such measures shall include work shutdown, if necessary. Construction shall not resume until turbidity has returned to acceptable levels as determined by proper testing.

1.6 CONTROL AND DISPOSAL OF HAZARDOUS SUBSTANCES

1.6.1 DISPOSAL OF CHROMATED COPPER ARSENATE TREATED WOOD

1.6.1.1 Transportation

The Contractor shall use manifests for transporting hazardous wastes as required by 40 CFR 263 or any applicable state or local law or regulation.

Transportation shall comply with all requirements in the Department of

Transportation referenced regulations in the 49 CFR series. The Contractor shall prepare hazardous waste manifests for each shipment of hazardous waste shipped off-site. Manifests shall be completed using instructions in

40 CFR 262, Subpart B and any applicable state or local law or regulation.

Manifests and waste profiles shall be submitted to the COR for review and approval. The Contractor shall prepare land disposal restriction notifications as required by 40 CFR 268 or any applicable state or local law or regulation for each…