ATTACHMENT J.1. - SPECIFICATIONS.pdf

SPECIFICATIONS

FOR

DREDGING OPERATIONS AND

FLOATING DOCK REPLACEMENT

AT

U.S. COAST GUARD

STATION OWENSBORO

OWENSBORO, KENTUCKY

PROJECT No. 5644376

FEBRUARY 2022

COMMANDING OFFICER, CIVIL ENGINEERING UNIT MIAMI

15608 S.W. 117th AVENUE

MIAMI, FLORIDA

33177-1630

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TABLE OF CONTENTS - Page 1

TABLE OF CONTENTS

DIVISION 1 GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS

01 32 00 PROGRESS SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 45 00 QUALITY CONTROL FOR MINOR CONSTRUCTION

DIVISION 02 EXISTING CONDITIONS

02 41 00 SITE DEMOLITION AND REMOVAL

DIVISION 05 METALS

05 12 00 STRUTURAL STEEL

DIVISION 06 WOOD, PLASTICS AND COMPOSITES

06 13 33 PIER TIMBERWORK

DIVISION 35 WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 51 13 CONCRETE FLOATING DOCKS

APPENDICES

Appendix A – HYDROGRAPHIC SURVEY (MARCH 2021)

APPENDIX B – WASTE SHIPMENT TRACKING DOCUMENT

APPENDIX C – DAVIESS COUNTY CREDIT APPLICATION

APPENDIX D – COMPLETED DAVIESS COUNTY WASTE APPLICATION

APPENDIX E – APPROVAL FOR ACCEPTANCE OF DREDGE MATERIAL

APPENDIX F – SEDIMENT SAMPLING & ANALYSIS REPORT (JULY 2021)

APPENDIX G – DEPARTMENT OF THE ARMY REGULATORY PERMIT

APPENDIX H – NATIONWIDE STANDARD CONSERVATION MEASURES

DREDGE USCGC OBION MOORINGS & REPAIR FLOATING DOCK, OWENSBORO, KY

PSN 5644376

01 11 00-1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The Contractor shall furnish all labor, tools, equipment, materials, and supervision necessary to demolish and dispose of the existing concrete floating dock sections. The existing concrete floating dock consists of seven (7) sections 18 feet wide. There are two (2) 12 x 18 foot sections, four (4) 10 x 18 foot sections and a trapezoidal section at one end. Replace all seven (7) sections of the existing prebrabricated concrete floating dock, including full replacement of the thru-rods, walers, coverboards, hardware, and install new type D rubber fenders. The internal and external pile guides will also be replaced in accordance with the specifications described herein and manufacturer’s specifications. The Contractor shall also furnish all labor, equipment, materials, tools, and supervision necessary to dredge and dispose of materials from the boat basin at U.S. Coast Guard Station Owensboro as well as removing and disposing of floating and submerged debris around the dredging area. Remove the existing aluminum gangway and service lines to allow floating dock and dredging work, provide temporary storage, and re-install. All work shall be performed in strict accordance with the Contract Specifications (5644376), Contract Drawings (M2360-D) and the Contract.

1.2 ITEMS

1.2.1 Item 1A

Conduct a pre and post-dredge hydrographic surveys of the three boat slips at U.S. Coast Guard Station Owensboro.

1.2.2 Item 1B

Mobilization and demobilization of personnel and equipment including the dredge, barge, and any other equipment necessary to complete the work.

Include all other direct costs not associated with the dredging operation.

1.2.3 Item 1C

Remove an estimated quantity of 4,695 cubic yards of dredge material (actual quantities shall be determined based on survey results). The removal and transport of dredged material shall be paid for at the established unit price per cubic yard (CY). Dredge the area indicated by mechanical means to the design depths indicated on Drawings M2360-D. An overdredge depth of two feet below the design depth will be allowed. Payment shall not be made for dredging deeper than the allowable overdepth, dredging outside of authorized areas, or dredging of material disposed of in unauthorized manner.

1.2.4 Item 1D

Costs associated with disposal of dredge material of an estimated quantity of 4,695 x 1.5 tons (actual quantities shall be determined based on weight of dredged material delivered to the disposal site) at the designated disposal site. The estimated dredge material quantity is based upon the volume to

01 11 00-2 dredge to the design depths plus the volume to dredge to the allowable overdepths as indicated by the results of the most recent hydrographic survey conducted in March 2021 and included in the Appendices. The disposal of dredged material shall be paid for at the established unit price per ton (t).

The Contractor shall provide the Contracting Officer’s Representative (COR) with documentation from the designated disposal site indicating acceptance of dredged material as per the Dredging Plan. Documentation shall include dates, time, location, weight of all dredged material delivered to the disposal site. Contractor shall coordinate with the disposal site for required material moisture content, and any other material disposal requirements. See Paragraph 1.11 of this Specification Section for information on disposal site.

1.2.5 Item 1E

Costs associated with removing and disposing of floating and submerged debris.

1.2.6 Item 1F

Costs associated with removing/demolition of floating dock.

1.2.7 Item 1G

Costs associated with installation of new floating dock.

1.3 LOCATION

The work is located at:

U.S. Coast Guard Station Owensboro, 3301 E. 4th Street, Owensboro, KY 42303

1.4 INSPECTION PRIOR TO BID

Access to the site is restricted and is by appointment only. Prospective bidders are encouraged to visit the site to familiarize themselves with the condition of the site in general. Arrangements to visit the site can be made by contacting:

BMCS Christopher Norman U.S. Coast Guard Station Owensboro 3301 E. 4th Street Owensboro, KY 42303

TEL (270)685-0650

1.5 DRAWINGS ACCOMPANYING SPECIFICATIONS

Drawings to be used in conjunction with these specifications are listed below. The drawings are the property of the Government and shall not be used for any purpose other than that contemplated by the Contract Specifications.

The Government does not guarantee that these drawings reflect present conditions and the Contractor is responsible for verifying actual conditions.

U.S. Coast Guard Drawing No. M2360-D in 4 sheets

1.6 PROJECT PERFORMANCE TIME

01 11 00-3

The total contract performance period shall be 180 calendar days which includes the time needed to approve all material submittals. After work at the sites begin, the Contractor shall work continuously during normal working hours and show daily progress until all work is complete. The Contractor shall accomplish and schedule the sequence of the work in a manner that causes the least amount of impact on operations at Station Owensboro.

1.6 WORK HOURS

The Contractor shall perform the work at the site from Monday through Friday from 7:00 AM to 5:00 PM (local time), except federal holidays. The Contractor shall coordinate weekend and after-hours work with the Contracting Officer Representative (COR). Hours may be compressed due to operational requirements.

1.7 PERMITS

USCG Civil Engineering Unit Miami has secured authorization for this work under Nationwide Permit 35 and Nationwide Permit 28 from the Department of the Army, Corps of Engineers Louisville District, Regulatory Division, South Branch ID No. LRL-2021-334-tmb. A copy of the authorizations shall be available at the work site at all times during the construction period. The Contractor shall read and ensure this work is executed in compliance with the Permits, Nationwide Permits 35 and 28 and all of their conditions. In addition, the Contractor shall ensure compliance with the Nationwide Standard Conservation Measures as stipulated by U.S. Fish & Wildlife Service. Best management practices (BMP) must be implemented to maintain Water Quality. All dredged material, and construction and demolition debris shall be properly contained to prevent from reentering Waters of the U.S. At a minimum, BMPs should include the use of tarps and working enclosures to prevent debris from reaching the waterway.

1.8 ENVIRONMENTAL

Best Management Practices must be employed by the contractor during construction activities to minimize or avoid adverse impacts to water quality and the environment. Provisions for turbidity control must be incorporated into the work specification and carried out by the contractor. Should Bald or Golden Eagles be located near the worksite, the Contractor shall ensure they are not disturbed and notification of their presence shall be provided to the COR, please refer to the provided appendix. Any nesting or breeding activity observed by the Contractor within the project area shall be reported immediately to the Contracting Officer who shall have sole authority for any work stoppages, creation of the buffer area, or restart of construction activities. Should threatened or endangered mussels be encountered or any archaeological resources be uncovered during work activities, work shall stop and COR shall be notified. Any change to the Proposed Action that may cause a physical interaction with the human environment will require re-evaluation for compliance with the National Environmental Policy Act (NEPA) and other Environmental Planning and Historic Preservation requirements before the action can proceed.

1.9 SAFETY PROGRAM

1.9.1 General

The Contractor is solely responsible for work site safety. The Contractor shall implement a safety program that protects the lives and health of

01 11 00-4 personnel in the construction area, prevents damage to property and avoids work interruptions. The Contractor shall 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.

1.9.2 Compliance

The Contractor is specifically required to comply with the requirements of the U. S. Army Corps of Engineers “Safety and Health Requirements Manual" (EM 385- 1-1, latest version in effect on the date of the solicitation) and FAR Clause 52.236-13 “Accident Prevention.” Once accepted, this Accident Prevention Plan shall become part of the Contract requirements. Review/acceptance of the safety plan does not in any way relinquish the Contractor from responsibility for work site safety nor the obligation to comply with the OSHA regulations found in 29 CFR 1910 & 1926 or any other State or local safety law, rule or regulation applicable to the contract work. The U.S. Coast Guard will cooperate fully with the Department of Labor (Occupational Safety and Health Administration) in their enforcement of OSHA regulations.

1.9.3 Accident Prevention Plan

The Contractor shall submit a written safety plan. At a minimum, this plan shall describe the Contractor's 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. The safety plan shall be submitted no later than 10 days after Contract Award.

1.9.4 Safety Data Sheets and Material Handling Procedures

1.9.4.1 Data Sheets

Submit a Safety Data Sheets (SDS) for all materials containing hazardous substances required for Contract execution. Information provided in the SDS shall meet the requirements of 29 CFR 1910.1200. SDSs require Contracting Officer review and acceptance prior to bringing these materials on site.

1.9.4.2 Material Storage

Limit the quantity of these materials stored on site to the amount needed for execution of work. Storage of excess materials will not be permitted. Assure that the storage of these materials comply 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.

Coordinate the physical location of storage areas with the On-site Representative prior to bringing these materials on site. Refer to paragraph

1.12 below for related requirements.

1.9.4.3 Protective Measures

The Contractor shall take all protective measures outlined on the SDS and as required by federal, state and local regulations to protect all personnel in the vicinity of the work area from exposure to these materials. The Contractor shall include any required protective measures in the Safety Plan. The Contracting Officer's Representative (COR) shall review protective measures prior to allowing use of these materials.

01 11 00-5

1.9.4.4 Disposal of Excess Material

The Contractor shall dispose of all excess hazardous materials as required by the SDS and all applicable federal, state, local laws and regulations. Refer to paragraph 1.15 below for related requirements.

1.10 ALAVAILABILITY OF UTILITIES SERVICES

No commercial utilities are available. The Contractor shall pay all costs incurred in connecting, converting, and transferring the utilities to the work. Temporary toilet facilities, in accordance with applicable codes and health ordinances, shall be provided and maintained by the Contractor for the use of Contractor’s personnel.

1.11 WORK COORDINATION

The site will be occupied and operational during the execution of this contract. All work shall be coordinated with other trades involved in the project. All work shall be carefully laid out in advance. The Contractor shall closely coordinate all work with the COR and USCG Station Owensboro Engineering Officer in order to reduce to a minimum disturbances to personnel and operations. Provide at least two week notice to the COR prior to work beginning in the boat slip to accommodate relocation of any moored vessels.

West Daviess County Landfill shall be used as the designated disposal site.

Please see contact information below. The Contractor shall contact the disposal site prior to start of any work to coordinate use and access. The Contractor shall complete the Waste Shipment Tracking Document and the Daviess County Credit Application as soon as practicable and prior to hauling of dredge material, these forms shall be provided to the disposal site and copies shall be provided to the COR. The forms are included in the Appendices as information; however, the Contractor shall contact the disposal site to ensure latest versions of the forms are completed. Additional disposal site requirements are detailed in Specification Section 35 20 23.

West Daviess County Landfill Attn: Robbie Hocker 7772 KY 815, E-mail: rhocker@daviessky.org Owensboro, KY 42301 Tel: 270-229-4484

1.12 CONTRACTOR USE OF PREMISES

The Contractor will be working on a Coast Guard operational military installation. Become familiar with and obey station fire, traffic, and security regulations. Personnel shall not stray from the immediate area of work or direct avenues of ingress and egress unless authorized in advance by the COR. Contractor shall coordinate dredging operations with USCG Station Owensboro at least 21 days prior to mobilization to minimize disruption to U.S. Coast Guard operations and movement of Coast Guard boats throughout the basin. COR will not authorize site mobilization prior to coordination with USCG Station Owensboro.

1.13 PARKING

Parking is limited at the site. The COR shall designate appropriate areas for contractor parking.

1.14 LAYDOWN AREA

01 11 00-6

The Contractor may be provided with a laydown area in a location determined by the COR at Station Owensboro. The Contractor shall be responsible for restoration of access/storage areas to pre-construction conditions at the completion of the work. The Contractor shall be responsible for repair of any damage incurred but not limited to buildings, pavement and landscaping as a result of storage activities. Areas used to dewater the dredged material to meet requirements for and during material transport to disposal site are not provided by the Government. The Contractor shall be responsible for identifying and securing locations for intermediate storage or handling of dredged material.

1.15 CLEANUP

The Contractor shall keep the work area, including storage areas, free from accumulations of waste materials on a daily basis and comply with all federal, state and local regulations pertaining to the storage, transport and disposal of wastes. The Contractor shall not use U.S. Coast Guard waste disposal facilities including garbage cans, trash piles or dumpsters. Waste materials shall be removed from the site daily.

1.16 DELIVERY AND STORAGE

Equipment and materials shall be carefully handled, properly stored, and adequately protected to prevent damage before and during installation, in accordance with the manufacturer's recommendations. Damaged or defective items shall be replaced. Location of site storage and staging area shall be designated by the COR and as indicated on the drawings. The contractor will be responsible for security of all materials and equipment.

1.17 RECEIPT OF MATERIALS

Shipment of equipment, materials, and supplies shall be addressed to the Contractor - not the Government. The Contractor must be on hand to accept shipments; the Government will not accept shipments.

1.18 STORM PROTECTION

Should warnings of wind of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize danger to person, the work and adjacent property. Precautions shall include, but not be limited to, closing all openings, removing all loose materials, tools and equipment from exposed locations, and removing or securing temporary work.

1.19 UTILITY OUTAGES

Before interrupting or shutting down any utility, make a request for the interruption to the COR at least two (2) working days before the anticipated interruption. Identify the utility, reason for interruption, proposed time of interruption, and duration of interruption.

Do not interrupt utilities until authorized by the COR.

1.20 SECURITY

1.20.1 PERSONNEL

The Contractor shall provide the COR with a list of names of all personnel who will be working on the site 72 hours in advance. The Contractor shall

01 11 00-7 submit a revised list at any time during the project at least 24 hours before new personnel arrive. Only personnel on the approved listing will be allowed on the site.

1.20.2 IDENTIFICATION

All personnel shall carry proper government identification (ID) when on site.

Proper ID shall be any Government issued ID. The identification must be laminated, and show a facial picture of the individual. Individuals without proper ID will be escorted off the U.S. Coast Guard premises.

1.21 RECORD DRAWINGS

The Contractor shall maintain at the job site two sets of full size contract drawings marked to show any deviations which have been made from the contract drawings, including buried or concealed construction and utility features which are revealed during the course of construction. These drawings shall be available for review by the COR at all times. Upon completion of the work, the marked sets of prints shall be delivered to the COR. Request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

1.22 FINAL INSPECTION AND ACCEPTANCE

When the work is complete and ready for final inspection, submit a written request to schedule final inspection to the Contracting Officer at least 10 working days in advance of the date of the final inspection. Final inspection will not be scheduled until all submittals have been approved.

1.23 LANDSCAPE RESTORATION

The surfaces of all unpaved areas disturbed by construction activities shall be sodded with Fescue Blend grass or an acceptable alternate as approved by the COR. These shall include areas where excavation takes place, installation of general fill material and areas where existing sod is killed or compacted by construction activities. Landscape shrubs killed or damaged by construction activities shall be replaced with same species and size.

1.24 WARRANTIES

All warranties and/or guarantees, either implied or expressed, for individual equipment shall be endorsed to the Government.

1.25 PORTABLE TOILETS

Contractor shall provide and maintain portable toilets for workers at the site in sufficient quantities at the location indicated as directed by the

COR.

--End of Section 01 11 00--

01 32 00-1

SECTION 01 32 00

PROGRESS SCHEDULE

1 GENERAL

Prepare a Gantt chart for the progress 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.

1.1 Responsibility

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

1.2 SUBMITTALS

1.2.1 Final Progress Schedule

Submit final progress schedule no later than five (5) calendar days after receiving the Notice To Proceed (NTP). In order to minimize operational impact to U.S. Coast Guard units, the Contractor shall closely coordinate project schedule with COR and USCG Station Gulfport. A preliminary/draft schedule shall be submitted prior to the preconstruction conference but no later than 10 days after contract award, with time periods shown but without dates of NTP and completion shown. Once a NTP date has been established, the dates are to be filled in. By having the draft schedule at the preconstruction conference, the Contracting Officer and Contractor can discuss any apparent inconsistencies or omissions, and approval can be expedited.

1.2.2 Updated Progress Schedule

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

2 PRODUCTS

2.1 PROGRESS SCHEDULE

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

2.1.1 At the Left Side of the Form, List in Columns:

a. Activity Number and Description - At a minimum, break down the project into 10 activities. If enough detail is given on the progress schedule, then the activity breakdown may be done at the Contracting Officer's discretion.

Activities can be of various origins (i.e. by specification section, by logical sequence of work, by breakdown used for bid estimates, etc.).

b. Specification Section Reference - This is optional. Use only if the breakdown of activities directly correlates with the specification sections.

01 32 00-2

c. The Activities Percentage (i.e. 50%) or Weight (i.e..5) of the entire contract based on Dollar Value - the cumulative percentage should add up to 100 percent.

d. 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 should add to the contract amount.

2.1.2 Top Of Form

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.

2.1.3 General

Include a bar graph in the same row as 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.

3 EXECUTION

3.1 UPDATING SCHEDULE

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

3.1.2 Progress Narrative

The progress narrative shall include: a description of activities along the critical path, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken. The progress narrative is expected to relay to the Government, the Contractor's detailed analysis of the schedule output and its plans to compensate for any problems, either current or potential, which are revealed through that analysis.

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, he shall notify the Contracting Officer in writing within three (3) calendar days.

3.3 SAMPLE CHART

A sample progress chart is shown on the following page. This should only be used as a guide. It displays the type of information which should be included in the submitted progress schedules.

END OF SECTION 01 32 00

01 32 00-3

01 33 00-1

SECTION 01 33 00

SUBMITTAL 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 will not be acceptable and will be returned without review. Submittals shall include the size, layout dimensions, capacity, project specification section 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. The Contractor shall indicate in the submittal which item(s) they are submitting. Approval of submittals shall not relieve the Contractor his obligation to comply with the contract specifications and drawings.

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 Contracting Officer’s Representative (COR) and returned to the Contractor electronically within 10 working days after receipt. Large submittals shall be submitted electronically via CD to prevent overloading government servers. Contractor shall begin shop drawing submittal process after project is awarded.

1.2.2 Long Lead Time Items

Submit a list of long lead items within five (5) 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

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

1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD)

Contractor shall review individual sections for special submittal requirements and applicable publications relating to submittals. All submittals shall in electronic form (except as specified otherwise) with one with submittal coversheet. The submittal type and numbers of each required, are as follows:

SD-01 Preconstruction Submittals (1 electronic copy)

Submit information required before the physical start of work. These may include progress schedule, personnel list for security access, demolition, safety and other required work plans.

01 33 00-2

SD-02 Shop Drawings (1 electronic copy)

Shop drawings shall show types, sizes, accessories, elevations, floor plans, sectional views, installation details, elementary diagrams, wiring diagrams, details of equipment and equipment spaces identifying and indicating proposed location, layout and arrangement of items of equipment, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and shall indicate the internal wiring for each item of equipment and the interconnection between the items. Drawings shall also indicate adequate clearance for operation, maintenance and replacement of operating equipment devices.

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, except as specified otherwise, using a 1/4" = 1'-0" scale size for ductwork and piping layout outside mechanical rooms, and a 1/2" = 1'-0" scale size for cross section views of each mechanical room.

SD-03 Product Data (1 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. If not marked to indicate what contractor intends to provide the submittal will be returned disapproved.

SD-04 Samples (2 each, 1 hardcopy to COR and the other should be on site for the USCG inspector and Unit to choose from if applicable)

Submit color (not black and white) printed data or actual pieces of the items. The contract prices will not be adjusted due to the Contracting Officer's Representatives selection of any color, texture, or pattern submitted.

SD-05 Design Data (1 electronic copy)

Submit calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports (1 electronic copy)

Submit reports of inspection and laboratory test, including analysis and interpretation of test results. Each report shall be properly identified. Test methods used and compliance with recognized test standards shall be described.

Test Reports: A report signed by an authorized official of an independent testing laboratory that a material, product, or system identical to the material, product or system to be provided has been tested in accordance with requirements specified by naming the test method and material. The test report must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. Testing must have been within three years of the date of award of this Contract.

01 33 00-3

Factory Test Reports: A written report which includes the findings of a test required to be performed by the manufacturer on a prototype or on an actual portion of the work prepared for this project, before it is shipped to the job site. The report must be signed by an authorized official of the manufacturer's test facility or testing laboratory and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test.

SD-07 Certificates (1 electronic copy)

Submit certification from the manufacturer attesting that materials and equipment to be furnished for this project conform with the requirements of this specification and of the referenced publications. Pre-printed certifications will not be acceptable; certifications shall be in the original. The certification shall not contain statements that could be interpreted to imply that the product does not meet all requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications";

"equal or exceed the service and performance of the specified materials". The certification shall simply state that the product conforms to the requirements specified.

When materials or equipment must conform to the standards of organizations such as the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), National Electrical Manufacturers Association (NEMA), and Underwriters Laboratories (UL), proof of such conformance shall be submitted to the Contracting Officer’ Repetitive for approval. If an organization uses a label or listing to indicate compliance with a particular standard, the label or listing, the Contractor shall submit a certificate from an independent testing organization, which is competent to perform acceptable tests and is approved by the Contracting Officer’s Representative. The certificate shall state that the item has been tested in accordance with the specified organization's test methods and that the item conforms to the specified organization's standard. For materials and equipment whose compliance with organizational standards or specifications is not regulated by an organization using its own listing or label as proof of compliance, a certificate of compliance from the manufacturer shall be submitted for approval. The certificate shall identify the manufacturer, the product, and the referenced standard and shall simply state that the manufacturer certifies that the product conforms to all requirements of the project specification and of the referenced standards listed.

SD-08 Manufacturer’s Instructions

Submit reprinted material describing installation of a product, system, or material, including special notices and Material Safety Data Sheets, if any, concerning impedances, hazards, and safety precautions.

01 33 00-4

Where installation procedures, or any part hereof, are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the Contracting Officer‘s Representative prior to installation. Installation of the item will not be allowed to proceed until the recommendations are received. Failure to furnish these recommendations can be cause for reject of the material.

SD-09 Operation and Maintenance Manuals (Submit one (1) hardcopy for review by the government to ensure completeness and then when approved by the COR submit three (3) each)

Furnish an operation and maintenance manual section for each item of equipment. Furnish three copies of the complete manual bound in hardback binders. Furnish one complete manual prior to the time that equipment tests are performed, and furnish the remaining manuals before the contract is completed. Inscribe the following identification on the cover: the words "OPERATION AND MAINTENANCE MANUAL", the name and location of the equipment, the name of the contractor, and the contract number. The manual shall include the names, addresses, and telephone numbers of each subcontractor installing equipment, and of the local representatives for each item of equipment. The manual shall have a table of contents and be assembled to conform to the table of contents with the tab sheets placed before instructions covering the subject.

The instructions shall be legible and easily read, with large sheets of drawings folded in. the manual shall include: a complete description of the system, wiring and control diagrams with data to explain detailed operation and shut-down instructions; installation instructions;

maintenance instructions; lubrication schedule including type, grade, temperature range, and frequency; safety precautions, diagrams, and illustrations; test procedures; performance data; and parts list. The parts lists for equipment shall indicate the sources of supply, recommended spare parts, and the service organization which is reasonably convenient to the project site. The manual shall be complete in all respects for equipment, controls, accessories, and associated appurtenances provided. Submit an electronic copy of Operation and Maintenance Manuals with all documents scanned to PDF format on a CD.

Furnish manufacturer's operating instructions for the principal item of mechanical and electrical components, for use by operating personnel. A copy shall be provided in each of the three operations manuals. The fourth copy shall be laminated between thermoplastic sheets and affixed where directed by COR adjacent to each item of equipment. Operating instructions shall not fade when exposed to sunlight and shall be secured to prevent easy removal or peeling. The operating instructions shall include wiring diagrams, control diagrams, and control sequences for each principal item of equipment. The instructions shall describe the functions of the equipment, its most economical operation, start-up and shut-down procedures, procedures to follow in the event of failure, normal maintenance practices, and caution and warning notices.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

--End of Section 01 33 00--

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01 45 00-1

SECTION 01 45 00

QUALITY CONTROL FOR MINOR CONSTRUCTION

1 PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 1.2 SUBMITTALS

U.S. Coast Guard approval is required for all submittals indicated below.

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

Submit a QC Plan within 15 calendar days after Award.

1.3 INFORMATION FOR THE CONTRACTING OFFICER’S REPRESENTATIVE (COR)

Deliver the following to the COR:

a. Contractor Quality Control (CQC) Report: Original and one copy, by

10:00 AM the next working week that work is performed;

b. Contractor Production Report: Original and one copy by 10:00 AM the next working week that work is performed;

c. Preparatory Phase Checklist: Original attached to the original CQC

Report and one copy attached to each copy;

d. Initial Phase Checklist: Original attached to the original CQC Report and one copy attached to each copy;

e. Field Test Reports: One copy, within the week after the test is performed, attached to the CQC Report;

f. QC Meeting Minutes: One copy, within the week after the meeting; and

g. QC Certifications: As required by the paragraph entitled "QC

Certifications."

1.4 QC 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. 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.

01 45 00-2

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 (7) 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. QC Manager or a designated alternate shall have no other duties assigned. QC Manager shall report to management level above 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 for the QC Manager to serve in the event of the designated QC Manager's absence. The period of absence may not exceed two

01 45 00-3 weeks at one time, and not more than 30 workdays during a calendar year.

The qualification requirements for the Alternate QC Manager shall be the same as for the QC Manager.

1.6 QC 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.

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

II. NAMES AND QUALIFICATIONS: In resume format, for each person in the QC organization. Include the CQM for Contractors course certification required by the paragraph entitled "Construction Quality Management Training".

III. DUTIES, RESPONSIBILITY AND AUTHORITY OF QC PERSONAL: Of each person in the QC organization.

IV. 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.

V. 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.

VI. SUBMITTAL PROCEDURES AND INITIAL SUBMITTAL REGISTER: 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.

VII. TESTING LABORATORY INFORMATION: Testing laboratory information required by the paragraphs "Accredited Laboratories" or "Testing Laboratory Requirements", as applicable.

VIII. 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.

IX. PROCEDURES TO COMPLETE REWORK ITEMS: Procedures to identify, record, track and complete rework items.

X. DOCUMENTATION PROCEDURES: Use Government formats.

XI. 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-

01 45 00-4 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.

XII. 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.

XIII. PERSONNEL MATRIX: Not Applicable.

XIV. PROCEDURES FOR COMPLETION INSPECTION: See the paragraph entitled "COMPLETION INSPECTIONS".

XV. TRAINING PROCEDURES AND TRAINING LOG: Not Applicable.

1.7 COORDINATION AND MUTUAL UNDERSTANDING MEETING

During the Pre-Construction 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. 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 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:

a. Review the minutes of the previous meeting;

b. Review the schedule and the status of work and rework;

c. Review the status of submittals;

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

e. Resolve QC and production problems (RFIs, etc.);

f. Address items that may require revising the QC Plan; and

g. Review Accident Prevention Plan (APP).

01 45 00-5

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 work days in advance of each preparatory phase.

Conduct the preparatory phase with the superintendent and the foreman responsible for the definable feature of work. 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 definable feature of work:

a. Review each paragraph of the applicable specification sections;

b. Review the contract drawings;

c. Verify that appropriate shop drawings and submittals for materials and equipment have been submitted and approved. Verify receipt of approved factory test results, when required;

d. Review the testing plan and ensure that provisions have been made to provide the required QC testing;

e. Examine the work area to ensure that the required preliminary work has been completed;

f. 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;

g. Review the APP and appropriate Activity Hazard Analysis (AHA) to ensure that applicable safety requirements are met, and that required Material Safety Data Sheets (MSDS) are submitted; and

h. Discuss specific controls used and the…