2025.08.11_FIMI 3D OBPH - BID Specs_01.pdf

US Army Corps of Engineers New York District

Fire Island Stabilization Project

Construction of Well Station No. 5

Contract 3D

Village of Ocean Beach, Suffolk County, NY

Design Bid Build 100% - Project Specifications

IFB #

27-June-2025

LEFT BLANK INTENTIONALLY

Village of Ocean Beach

Suffolk County, New York

Well Station No. 5

02/12/2025

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

REVISED BID

DOCUMENTS

02-12-2025

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 - SUMMARY OF WORK

01 14 00 - WORK RESTRICTIONS

01 22 00 - PRICE AND PAYMENT PROCEDURES

3 01 30 00 - ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 - PROJECT SCHEDULE

01 33 00 - SUBMITTAL PROCEDURES

01 33 29 - SUSTAINABILITY REPORTING

01 35 26 - GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 - SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 - QUALITY CONTROL

01 45 00.15 10 - RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 - TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 - PROJECT IDENTIFICATION

01 74 19 - CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 - CLOSEOUT SUBMITTALS

01 78 23 - OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

3 03 20 00 - CONCRETE REINFORCING

3 03 30 00 - CAST-IN-PLACE CONCRETE

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

3 06 10 00 - ROUGH CARPENTRY

3 06 65 10 - CELLULAR PVC FABRICATIONS

3 06 83 16 - FIBERGLASS REINFORCED PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

3 07 31 13 - ASPHALT SHINGLES

3 07 46 46 - FIBER CEMENT SIDING

3 07 62 00 - SHEET METAL FLASHING AND TRIM

3 07 72 00 - ROOF ACCESSORIES

3 07 90 05 - JOINT SEALERS

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

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Well Station No. 5

02/12/2025

TABLE OF CONTENTS (CONTINUED)

REVISED BID

DOCUMENTS

02-12-2025

DIVISION 08 - OPENINGS

3 08 11 19 - STAINLESS-STEEL DOORS AND FRAMES

3 08 31 00 - ACCESS DOORS AND PANELS

08 33 23 - OVERHEAD COILING DOORS

3 08 71 00 - DOOR HARDWARE

3 08 91 00 - LOUVERS

DIVISION 09 - FINISHES

3 09 21 16 - GYPSUM BOARD ASSEMBLIES

09 91 13 - EXTERIOR PAINT

3 09 91 23 - INTERIOR PAINT

3 09 97 23 - CONCRETE AND MASONRY COATINGS

DIVISION 11 - EQUIPMENT

3 11 26 10 - LIME SLURRY METERING PUMPS

3 11 28 40 - PHOSPHATE STORAGE AND FEED SYSTEMS

3 11 30 00 - VERTICAL TURBINE DEEP WELL PUMP AND MOTOR (WELL 5)

DIVISION 13 – SPECIAL CONSTRUCTION

3 13 20 20 - LIME SLURRY TANK AND ACCESSORIES

3 13 40 00 - CALCIUM HYPOCHLORITE TABLET CHLORINATOR SYSTEM

DIVISION 22 – PLUMBING

3 22 05 10 - BURIED PIPING INSTALLATION

3 22 05 20 - EXPOSED PIPING INSTALLATION

3 22 05 30 - DUCTILE IRON PIPE, FITTINGS AND SPECIALS

3 22 06 10 - STEEL PIPE

3 22 06 40 - THERMOPLASTIC PIPE

3 22 06 80 - SMALL DIAMETER PIPING, VALVES AND SPECIALS

3 22 09 40 - PIPE HANGERS AND SUPPORTS

3 22 09 60 - WALL PIPES, FLOOR PIPES AND PIPE SLEEVES

3 22 09 90 - LARGE DIAMETER VALVES, SPECIALS AND APPURTENANCES

3 22 10 00 - BUTTERFLY VALVES AND ELECTRIC ACTUATORS

3 22 17 50 - DISINFECTION

3 22 18 00 - MISCELLANEOUS APPURTENANCES

3 22 26 00 - PIPE INSULATION

3 22 44 00 - pH AND CHLORINE RESIDUAL ANALYZER AND SAMPLING STATION

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Well Station No. 5

02/12/2025

TABLE OF CONTENTS (CONTINUED)

REVISED BID

DOCUMENTS

02-12-2025

DIVISION 23 - HEATING, VENTILATION AND AIR CONDITIONING (HVAC)

23 00 01 ‑ GENERAL PROVISIONS MECHANICAL

23 05 29 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

3 23 05 48.13 ‑ VIBRATION CONTROLS FOR HVAC

3 23 05 53 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 ‑ TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 ‑ DUCT INSULATION

23 09 00 - INSTRUMENTATION AND CONTROL FOR HVAC

23 31 00 - HVAC DUCTS AND CASINGS

23 33 00 - AIR DUCT ACCESSORIES

23 34 23 - HVAC POWER VENTILATORS

3 23 37 00 ‑ AIR OUTLETS AND INLETS

DIVISION 26 – ELECTRICAL

3 26 10 00 - GENERAL PROVISIONS

3 26 10 10 - ELECTRICAL SERVICE

3 26 11 10 - CONDUIT

3 26 11 60 - EXPANSION FITTINGS

3 26 11 80 - FLEXIBLE CONDUITS

3 26 12 20 - 600-VOLT CABLE

3 26 12 30 - INSTRUMENTATION CABLE

3 26 13 10 - PULL AND JUNCTION BOXES

3 26 13 40 - OUTLET BOXES

3 26 14 00 - SWITCHES

3 26 14 10 - RECEPTACLES

3 26 15 50 - MOTOR STARTERS

3 26 16 00 - LIGHTING AND DISTRIBUTION PANELBOARDS

3 26 17 00 - DISCONNECT SWITCHES

3 26 20 00 - DIESEL ENGINE DRIVEN GENERATOR

3 26 29 20 - POWER DISTRIBUTION SYSTEM STUDIES

3 26 45 00 - GROUNDING SYSTEM

3 26 51 00 - LIGHTING FIXTURES

3 26 67 00 - LIGHTNING PROTECTION SYSTEM

3 26 77 00 - ELECTRIC HEATERS

3 26 92 00 - MOTOR CONTROL CENTER

3 26 92 50 - CONTROL STATIONS

3 26 92 60 - AUTOMATIC TRANSFER SWITCHES

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Well Station No. 5

02/12/2025

TABLE OF CONTENTS (CONTINUED)

REVISED BID

DOCUMENTS

02-12-2025

DIVISION 31 - EARTHWORK

3 31 23 16 - EARTHWORK

31 32 19 - GEOSYNTHETICS

31 66 15 - HELICAL FOUNDATION PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 13 13 - CONCRETE PAVING

DIVISION 33 - UTILITIES

3 33 11 13 - POTABLE WATER SUPPLY WELLS

33 11 16 - WATER DISTRIBUTION SYSTEM

33 31 13 - SANITARY SEWER

DIVISION 40 - PROCESS INTERCONNECTIONS

3 40 63 00 - SCADA SYSTEM

3 40 67 00 - WATER TREATMENT SAFETY CONTROL SYSTEMS

3 40 71 13 - MAGNETIC FLOW METERS

APPENDICES

APPENDIX A - SUBMITTAL REGISTER (after 01 33 00)

APPENDIX B - ENG FORM 4025-R (after 01 33 00)

APPENDIX C - NOT USED

3 APPENDIX D - PIPING SCHEDULE

APPENDIX E - VARIFLOW MSDS

APPENDIX F - DETAILS OF PROPOSED WELL NO. 5

APPENDIX G - TEST WELL - SOIL SAMPLING REPORT, DEVELOPMENT REPORT, NATURAL

GAMMA LOG, DEVELOPMENT LOG AND WATER QUALITY TESTING REPORT

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TECHNICAL

SPECIFICATIONS

LEFT BLANK INTENTIONALLY

SECTION 01 11 00

SUMMARY OF WORK

08/15, CHG 2: 08/21

PART 1 GENERAL

1.1 FAR 52.211-10, COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. The Contractor must commence work under this contract within ten (10) calendar days after receipt of the Notice to Proceed (NTP). The

Contractor shall diligently prosecute the work and complete all Base

Work Items (CLINs 0001 through 0004, 0011) within 230 calendar days from the date of NTP.

If exercised, Optional Items (CLINs 0005 through 0010) will extend the contract period of performance beyond the base duration, in accordance with the estimated durations identified in the Bid Schedule.

b. All work must be in accordance with the drawings and specifications or instructions attached hereto and made a part thereof, or to be furnished hereafter by the Contracting Officer and subject, in every detail, to his supervision, direction, and instructions.

c. Replace the word "shall" with "must" in this Contract Specifications.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G, RO

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

a. The work includes installation of a public potable water well and associated appurtenances, as well as the abandonment of an existing test well. The construction includes drilling, installation, development, and testing of the new permanent well. A gravity drain pipe will be used to manage water discharge during all well-related operations and will remain in service to convey blow-off water from the permanent well to the Great

South Bay (Bay). Approximately 90 percent of the gravity drainpipe was installed under a previous contract for this project; the remaining section, connecting the new holding tank to the existing outfall, will be installed under this contract, following well installation and prior to foundation work.

b. The project includes construction of a wood-framed pump house structure with an emergency diesel-powered generator, flow meter, piping, valves, electric switchgear, and controls. The building will be supported by an elevated reinforced concrete foundation system consisting of helical piles, pile caps, grade beams, columns, walls, and slab. A cast-in-place concrete blow-off holding tank, integrated into the foundation, will be constructed to receive discharge from the permanent well. Work also includes coordination and installation of electric, water, and sanitary service utility connections, followed by final site coordination and commissioning.

c. The Contractor shall be responsible under the base contract (CLIN 0004) for providing temporary protection of the completed permanent well, whether or not Option 8 is awarded. This includes furnishing and installing a watertight lockable well cap and a minimum 6-foot-high chain-link security fence with locked access gate around the entire site. These measures shall prevent unauthorized access, damage, and contamination, and shall be installed within the Base Item 0004 performance period. The measures shall remain in place following installation unless otherwise directed by the

Government.

d. Contractor Mobilization and demobilization: The Contractor shall include all mobilization and demobilization activities as part of each respective

Base Item and Option Item. No separate payment will be made. In accordance with the work restriction window shown on the Contract Drawings (e.g., no construction from the third week of May to the second week of September), if the Contractor is unable to complete work prior to the seasonal shutdown, they shall fully demobilize — including removing all materials and equipment and restoring staging and access areas — at no additional cost to the Government. The Contractor shall remobilize as many times as needed, at no additional cost, to complete the work within the contractual performance period.

1.3.2 Location

The work is located at the Incorporated Village of Ocean Beach, Suffolk

County, NY 11770, as indicated in the bid document. The exact location will be shown by the Contracting Officer.

1.4 DFARS 236.204, DISCLOSURE OF THE MAGNITUDE OF CONSTRUCTION PROJECTS

This project is estimated between $5,000,000.00 and $10,000,000.00

1.5 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

c. The Contractor is responsible for the repair, restoration, or for all cost of damage resulting therefrom. If the Contractor elects to have alterations made to any existing structure, utility, dune, road, or other improvements, contractor must make arrangements with the owner of the facility for such alteration and the arrangements must be approved by the Contracting Officer prior to making alterations. Repair and restoration must comply with contract requirements and must also be approved by the Contracting Officer.

d. Protection of Survey Control:

The Contractor shall locate, flag, and protect all existing survey benchmarks, layout stakes, and control points prior to starting construction operations. These items shall be preserved throughout the duration of the Work. If any are disturbed, destroyed, or rendered unusable, the Contractor shall reestablish them at no additional cost to the Government using a licensed land surveyor.

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with

Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating

Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 14 00

WORK RESTRICTIONS

11/22, CHG 1: 02/23

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classifications. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. See C-101, STAGING PLAN

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Project become familiar with and obey Village regulations including safety, fire and traffic regulations. Keep within the limits of the work and walks of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on the project site, except in designated smoking areas. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 ACCESS TO PROJECT

Coordinate with the Village and Contracting Officer the most optimal way to access the site without affecting normal traffic. See Section 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for haul roads, barricades, fencing and other traffic and staging requirements.

1.3.3 Regular Working Hours

Regular working hours will consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.3.4 Well Drilling Working Hours

Well drilling working hours shall be set based on the work to be performed. Working hours during well drilling operations and development can consist of 24 hour/day, weekend and/or holidays.

Contractor shall coordinate and submit their proposed schedule to the

Contracting Officer for review prior in implementation.

1.3.5 WORK OUTSIDE REGULAR HOURS

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the

Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer and Village. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.6 Occupied Building

The Contractor shall be working in an existing building,around existing buildings. The existing buildings and their contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

1.3.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer and electric services are considered utility cutovers pursuant to the paragraph WORK OUTSIDE

REGULAR HOURS. Such interruptions are further limited to four hours, or as required upon approval from the Contracting Officer and Village.

This time limit includes time for deactivation and reactivation. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/20, CHG 3: 02/23

PART 1 GENERAL

1.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to

Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting

Officer to agree with a reasonable cost of the work included in the various items. This Contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this Contract for which Contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Requirement PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 Clearing, grubbing and staking of the building and well location

1.2.2.1 Unit of Measure

Unit of measure: job.

1.2.2.2 Payment

Payment will be made for costs associated with operation necessary to complete clearing, grubbing of the site and staking of the building and welllocation.

1.2.3 Abandon Test Well

1.2.3.1 Payment

Payment will be made for cost associated to abandon test well.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Permanent Well: Installation, Pumping and Water Analysis

1.2.4.1 Payment

Payment will be made for costs associated with constructing Permanent Well

No. 5, test pumping and water analyses.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Chemical Treatment of Production Well for Excessive Turbidity.

(OPTION 1)

1.2.5.1 Payment

Payment will be made for costs associated chemical treatment.

1.2.5.2 Unit of Measure

Unit of measure: Hours.

1.2.6 Well Disinfection (OPTION 2)

1.2.6.1 Payment

Payment will be made for costs associated with the disinfection of potable water lines in accordance with Federal, State and Local codes and regulations.

1.2.6.2 Unit of Measure

Unit of measure: job.

1.2.7 Installation of blow off pipe from tank to existing outfall pipe(OPTION 3)

1.2.7.1 Payment

Payment will be made for costs associated with the installation of blow off pipe from tank to outfall pipe.

1.2.7.2 Unit of Measure

Unit of measure: job.

1.2.8 Construction of Pump House, Site Work, Emergency Generator and associated Equipment (OPTION 4)

1.2.8.1 Payment

Payment will be made for costs associated with the construction of the

Well Building. To include helical piles, reinforced concrete grade beams, concrete piers, reinforced concrete slab, concrete tank, wall and roof framing, interior and exterior finishes, interior/exterior lighting, doors, louvers, pendant hung air handlers, electric unit heaters, gutters, leaders, roofing, site concrete paving, site aggregate, fencing, decking, stair, building generator, electric service, water service, sanitary service, well pump, motor controls, etc. necessary to complete the project as indicated on the construction documents.

1.2.8.2 Unit of Measure

Unit of measure: job.

1.2.9 Startup, Testing And Training (OPTION 5)

1.2.9.1 Payment

Payment will be made for costs associated with the startup, testing and training to operate and maintain the facility in accordance with section

01 78 23 OPERATION AND MAINTENANCE DATA.

1.2.9.2 Unit of Measure

Unit of measure: job.

1.2.10 Removal of existing wood balcony and replacement-in-kind of all balcony works removed. (OPTION 6)

1.2.10.1 Payment

Payment will be made for costs associated with the removal of existing balconies and replacement-in-kind after construction is complete.

1.2.10.2 Unit of Measure

Unit of measure: job.

1.2.11 As-Built Drawings

1.2.11.1 Payment

Payment will be made for costs associated with the preparation and delivery of As-Built and Record documents in accordance with section

01 78 00 CLOSEOUT SUBMITTALS.

1.2.11.2 Unit of Measure

Unit of measure: job.

1.3 POTABLE WATER SUPPLY WELLS

Refer to section 33 11 13 POTABLE WATER SUPPLY WELLS for unit prize information on test well, water well, geophysical logging and permanent well or test well decommissioning or abandonment and cleanup.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 Contract Cost Breakdown

The Contractor must furnish within 30 days after the date of Notice to

Proceed, and prior to the submission of its first partial payment estimate, a breakdown in the various items of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

3.1.1 Unit Price Payment Items

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 3: 08/23

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 (2024) Safety -- Safety and Health

Requirements Manual

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

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different view points directed by the Contracting

Officer. Submit digital photographs, cumulative of all photos to date with the monthly invoice via email or DOD SAFE (https://safe.apps.mil/).

Indicate photographs demonstrating environmental protection procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Cross reference submittals in the appropriate daily report. Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers

(USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE Contractors are encouraged to seek out highly qualified veterans to perform services under this contract.

The following resources are available to assist USACE Contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

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

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

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

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

1.6 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by New York State law.

a. Procure and maintain during the entire period of project performance under this contract the following insurance policies:

(1) Commercial General Liability Insurance in limits of not less than

Five Million Dollars ($5,000,000) combined single limit per occurrence for bodily injury, death, personal injury and property damage, including but not limited to, coverage for Broad Form

Property Damage property damage arising out of explosion, collapse or underground property damage hazards with a contractual liability endorsement covering the risks assumed and indemnification given by the New York State Department of

Environmental Conservation (Non-federal sponsor), Incorporated

Village of Ocean Beach, Suffolk County, if any, under the Project Agreement and the State/City agreements (a copy of these agreements shall be furnished to the insurance underwriter);

the Commercial General Liability Policy shall not contain any provisions for exclusions from liability other than provisions for exclusion from liability forming part of the standard, basic, unamended, and unendorsed commercial liability policy;. Such coverage shall not contain environmental exclusion clause and there shall be no exclusions for property damage arising out of explosion, collapse or underground property damage hazards and no exclusion for waterfront activities.

(2) The policies described above must endorsed (i) to include

Incorporated Village of Ocean Beach, Suffolk County and the State of New York Department of Environmental Conservation as additional insured and (ii) to provide that notice of an occurrence to the insurance company from any insured shall serve as notice from all insured.

(2) Environmental liability insurance in limits of not less than One

Million Dollars ($1,000,000) combined single limit per occurrence for bodily injury, death, and property damage.

(3) Comprehensive Automobile Liability Insurance in limits of not less than five million dollars ($5,000,000) combined single limit per occurrence for bodily injury, death, and property damage covering all owned, non-owned and hired vehicles in connection with the work to be performed in connection with this permit.

(4) Certificates of Insurance evidencing the issuance of all insurance required hereby, and guaranteeing at least thirty (30) days prior notice to the Government of cancellation or non-renewal, must be delivered to the Contracting Officer, NYSDEC, Incorporated Village of Ocean Beach, Suffolk County prior to entry of the Government's

Contractors upon the project area, or, in the case of new or renewal policies replacing any policies expiring during the period, no later than thirty (30) days before the expiration dates of such expiring policies.

b. Prior to the commencement of work hereunder, the Contractor shall furnish to the Contracting Officer, NYS Department of Environmental

Conservation, Incorporated Village of Ocean Beach, Suffolk County, within 5 calendar days after NTP, a certificate or statement of the above required insurance. The policies and the certificate of insurance evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in the policies adversely affecting the interests of the Government in such insurance shall not be effective for such a period as may be prescribed by the laws of the State in which this contract is to be performed and in no event less than thirty (30) days after written notice thereof to the

Contracting Officer and the NYS Department of Environmental

Conservation and Suffolk County, and the Incorporated Village of Ocean

Beach shall have the right, upon written notice, to receive copies of the policies required hereunder.

1.7 ADDITIONAL INSURANCE PROVISIONS

The Contractor agrees to procure and maintain for the duration of this

Contract insurance of the kinds and amounts hereinafter provided by insurance companies licensed to do business in the State of New York, covering all operations under this Contract.

1.7.1 Insurance Provision

The Contractor must furnish a certificate or certificates with the appropriate endorsements showing that it has complied with this Section.

The insurance documentation must provide that:

a. Liability and protective liability insurance policies must provide primary and non-contributory coverage to the USA, NYDEP, Incorporated

Village of Ocean Beach, Suffolk County for any claims arising from the

Contractor's Work under this Contract, or as a result of the

Contractor's activities. Insurance policies will not be accepted that:

(1) Remove or restrict blanket contractual liability located in the

"insured contract" definition (as stated in Section V, Number 9, Item f in the ISO CGL policy) so as to limit coverage against claims that arise out of work; or

(2) Remove or modify the "insured contract" exception to the employers liability exclusion; or

(3) Do not cover the additional insured for claims involving injury to employees of the named insured or subcontractors.

The Contractor must provide fully-completed ACORD 855 New York

Construction Certificate of Liability Insurance Addendum along with specified General Liability certificate and accompanying endorsements.

b. The following entities must be listed as Certificate Holder on all liability insurance certificate(s), as additional insureds on endorsement(s) and on additional supporting documentation:

(1) the United States of America its officers, agents, and employees.

(2) State of New York, NYS Department of Environmental Conservation, its officers, agents, and employees, Division of Water, Coastal

Erosion Management Section, 625 Broadway, Albany, NY 12233-3504

c. The policies must include a waiver of subrogation endorsement in favor of the USA, the NYSDEC as additional insured. The endorsement must be on ISO Form number CG 24 04 or a similar form with same modification to the policy.

d. Policies cannot be changed or canceled until thirty (30) days prior written notice has been given to the NYSDEC, Incorporated Village of

Ocean Beach, Suffolk County; as evidenced by an endorsement or declarations page.

e. Insurance documentation must disclose any deductible, self-insured retention, aggregate limit or any exclusion to the policy that materially changes the coverage required by the Contract.

f. Endorsements in writing must be added to and made part of the insurance contract for the purpose of changing the original terms to reflect the revisions and additions as described. A copy of these endorsements must be provided to the NYS Department of Environmental Conservation.

g. Applicable insurance policy number(s) referenced on the ACORD form must be referenced in the supporting documentation supplied by the insurance company (e.g. endorsement page, declarations page, etc.).

h. When coverage is provided by a non-admitted carrier, a copy of the declarations page along with the ELANY stamped certification wording affixed to the certificate of insurance must be provided to ensure that the excess line insurance has met all of the requirements for a valid excess line transaction in accordance with Article 21 of the New York

State Insurance Law.

i. Worker's Compensation and Disability Benefits certificates must name the following as entity requesting proof of coverage:

(1) the United States of America its officers, agents, and employees

(2) State of New York, NYS Department of Environmental Conservation, its officers, agents, and employees, Division of Water, Coastal

Erosion Management Section, 625 Broadway, Albany, NY 12233-3504

j. Should the Contractor engage a subcontractor, the Contractor must endeavor to impose the insurance requirements of this document on the subcontractor, as applicable. The Contractor must determine the required insurance types and limits, commensurate with the work of the subcontractor and maintain the certificate or certificates and endorsements for all subcontractors hired as part of the Contractor's records.

1.7.2 Types and Amounts of Insurance

The following types and amounts of insurance are required for this Contract:

a. Workers' Compensation:

For work to be performed in New York State, the Contractor must provide and maintain full New York State coverage during the life of this

Contract for the benefit of such employees as are required to be covered by the New York State Workers' Compensation Law.

Evidence of Workers' Compensation and Employers Liability coverage must be provided on one of the following forms specified by the Chairman of the New York State Workers' Compensation Board:

FORM # FORM TITLE

C-105.2 Certificate of Workers' Compensation

Insurance (September 2007, or most current version)

U-26.3 State Insurance Fund Version of the

C-105.2 form

SI-12/

GSI-105.2

Certificate of Workers' Compensation

Self-Insurance

CE-200 Certificate of Attestation of Exemption

(when Contractor meets the requirements.)

All forms are valid for one year from the date the form is signed/stamped, or until policy expiration, whichever is earlier.

Please note that ACORD forms are NOT acceptable proof of New York State

Workers' Compensation Insurance coverage.

Additional information can be obtained at the Workers' Compensation website: http://www.wcb.ny.gov/content/main/Employers/Employers.jsp

b. Disability Benefits

For work to be performed in New York State, the Contractor must provide and maintain coverage during the life of this Contract for the benefit of such employees as are required to be covered by the New York State

Disability Benefits Law.

Evidence of Disability Benefits coverage must be provided on one of the following forms specified by the Chairman of the New York State

Workers' Compensation Board:

FORM # FORM TITLE

DB-120.1 Certificate of Insurance Coverage under the New York State Disability Benefits Law

DB-155 Certificate of Disability Self-Insurance

CE-200 Certificate of Attestation of Exemption

(when Contractor meets the requirements.)

All forms are valid for one year from the date the form is signed/stamped, or until policy expiration, whichever is earlier.

Please note that ACORD forms are NOT acceptable proof of New York State

Disability Benefits Insurance coverage.

Additional information can be obtained at the Workers' Compensation website: http://www.wcb.ny.gov/content/main/Employers/Employers.jsp

c. Commercial General Liability Insurance:

Contractor must provide and maintain Commercial General Liability

Insurance (CGL) covering the liability of the Contractor for bodily injury, property damage occurring on the Premises, the improvements thereon, or the streets, curbs or sidewalks adjoining the Premises, and personal/advertising injury arising from all work and operations under this Contract. In any event not less than One Million Dollars

($1,000,000) per incident and Three Million Dollars ($3,000,000) in the aggregate for the Premises. The limits under such policy cannot be less than the following:

(1) Each Occurrence limit - $5,000,000

(2) General Aggregate - $8,000,000

(3) Products/Completed Operations - $5,000,000

(4) Personal & Advertising Injury - $1,000,000

(5) Damage to Rented Premises - $50,000

(6) Medical Expense - $5,000

Coverage must include, but not be limited to, the following:

(1) Premises liability;

(2) Independent Contractors;

(3) Blanket contractual liability, including tort liability of another assumed in a contract;

(4) Defense and/or indemnification obligations, including obligations assumed under this Contract

(5) Cross liability for additional insureds;

(6) Products/completed operations for a term of no less than 3 years, commencing upon acceptance of the work, as required by the

Contract;

(7) Explosion, collapse, and underground hazards;

(8) Contractor means and methods; and

(9) Liability resulting from Section 240 or Section 241 of the New

York State Labor Law.

The following ISO forms must be endorsed to the policy:

(1) CG 20 10 11 85 or an equivalent - Additional Insured-Owner, Lessees or Contractors

(2) CG 25 03 11 85 or an equivalent - Designated Construction

Project(s) general aggregate limit (only required for construction contracts).

Limits may be provided through a combination of primary and umbrella/excess liability policies. The CGL aggregate must be endorsed to apply on a per project basis for construction contracts.

d. Business Automobile Liability:

Contractor must provide and maintain Business Automobile Liability insurance covering liability arising out of the use of any registered motor vehicle in connection with the Contract, including owned, leased, hired and non-owned vehicles. Such policy must have a combined single limit for Bodily Injury and Property Damage of at least $5,000,000.

e. Contractor's Equipment:

The Contractor must secure, pay for, and maintain Property Insurance necessary for protection against the loss of owned, borrowed or rented capital equipment and tools, including any tools owned by employees, and any tools or equipment, staging towers, and forms owned, borrowed or rented by the Contractor. The requirement to secure and maintain such insurance is solely for the benefit of the Contractor. Failure of the Contractor to secure such insurance or to maintain adequate levels of coverage cannot render the USA, the NYSDEC, the ToB, or the

ToOB including their agents and employees responsible for any losses;

and the USA, the NYSDEC, Incorporated Village of Ocean Beach, Suffolk

County; their agents and employees must have no such Liability.

f. Umbrella and Excess Liability:

When the limits of the CGL, Auto, and/or Employers' Liability policies procured are insufficient to meet the limits specified, the Contractor must procure and maintain Commercial Umbrella and/or Excess Liability policies with limits in excess of the primary; provided, however, that the total amount of insurance coverage is at least equal to the requirements set forth above. Such policies must follow the same form as the primary.

1.8 MISPLACED MATERIAL

Should the Contractor, during the progress of the work, lose, dump, throw overboard, sink, or misplace material, plant, machinery, or appliance, which in the opinion of the Contracting Officer may be dangerous to or obstruct navigation, the Contractor must recover and remove the same with utmost dispatch. The Contractor must give immediate notice, with description and location of such obstruction, to the Contracting Officer or inspector, and when required must mark or buoy such obstruction until the same is removed. Should he refuse, neglect, or delay compliance with the above requirements, such obstructions may be removed by the Contracting

Officer, and the cost of such removal may be deducted from money due to the

Contractor, or may be recovered under his bond. The liability of the

Contractor for the removal of a vessel wrecked or sunk without fault or negligence must be limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of March 3, 1899 (33 U.S.C. 410 et seq).

1.9 PLANT

Maintain sufficient plant on the job to meet the requirements of the work.

The plant must be in satisfactory operating condition, capable of safely and efficiently performing the work as set forth in the specifications and be subject to the inspection of the Contracting Officer at all times. No reduction in the capacity of the plant employed on the work may be made except by written permission of the Contracting Officer. The measure of the capacity of the plant must be its performance on the work to which these specifications apply.

1.10 SUPERVISION

1.10.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

a. If more than 50 percent and less than 70 percent of the value of the contract work is subcontracted, one superintendent must be provided at the site and on the Contractor's payroll to be responsible for coordinating, directing, inspecting and expediting the subcontract work.

b. If 70 percent or more of the value of the work is subcontracted, the

Contractor must be required to furnish two such superintendents to be responsible for coordinating, directing, inspecting and expediting the subcontract work.

c. If the Contracting Officer, at any time after 50 percent of the subcontracted work has been completed, finds that satisfactory requirement is being made, he may waive all or part of the above requirement for additional superintendence subject to the right of the

Contracting Officer to reinstate such requirement if at any time during the progress of the remaining work he finds that satisfactory progress is not being made. (DOD FAR Supplement 52.236-7008)

1.10.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the

Contract, then that individual must also have fluent English communication skills.

1.10.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.10.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.11 PHYSICAL CONDITIONS

The information and data provided or referred to below are not intended as representations or warranties but are provided for information only. It is expressly understood that the Government will not be responsible for the accuracy thereof or for any deduction, interpretation or conclusion drawn there from by the Contractor.

a. WEATHER CONDITIONS. The site is exposed to the ocean and construction operations will be affected by tide, wind and wave actions. USCG Station Fire Island is designated as National Weather

Service (NWS) Station 45N, Latitude 40°40'12" N, Longitude 073°04'12"

W. Real-time data are available on the world wide web at https://marine.weather.gov/MapClick.php?site=okx&zmx=&zmy=&map_x=188&map_y=228&x=188&y=228

(1) Fog. An examination of the records of the U.S. Weather Bureau at

John F. Kennedy International Airport, New York, discloses an average of 31 days per year on which dense fog (visibility of 1/4 mile or less) occurs in the New York Harbor area. The maximum number of days in which dense fog occurred in any year was 45 in

1959. The maximum number of days in which dense fog occurred in any month was 4 days in June.

(2) Winds. Wind conditions on the south shore of Long Island areas, based on historical data maintained by the National Weather

Service's National Buoy Center https://www.ndbc.noaa.gov/station_page.php?station=44025 are as follows:

Month Average Wind Velocity Peak Wind Gust (KTS)

JAN 16.4 20.1

FEB 14.9 19.3

MAR 13.8 18.0

APR 11.2 13.6

MAY 9.5 11.0

JUN 9.5 11.3

JUL 9.6 11.6

AUG 9.8 12.0

SEP 11.3 14.2

OCT 13.0 16.6

NOV 14.0 17.2

DEC 16.1 20.6

Weather conditions exceeding in severity the conditions described above or average wind speeds over 30 miles per hour (26 kts) will be considered unusually severe weather if delays are caused thereby to operations under the contract.

b. ICE. Icing within the project vicinity is not anticipated. However, in the event that icing does occur, this will be considered to be unusually severe weather.

c. TRANSPORTATION. The Long Island Expressway (I-495), and N.Y. serve the locality of the proposed work. The Contractor must make his own investigation of available roads for transportation, load limits of bridges and roads, and other road conditions affecting the transportation of materials, equipment, supplies and other facilities to the site. The Contractor must also construct such temporary haul roads and bridges as may be necessary for the conduct of his work. Any such temporary construction must be restored to its original condition at the completion of the contract. All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration must be the responsibility of the Contractor.

1.12 PRECONSTRUCTION CONFERENCE

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the

Preconstruction Conference. The conference must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the

Contract including but not limited to: daily reporting, invoicing, value engineering, safety, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop…